Packet text, October 13, 2026

Machine-extracted text of the packet PDF, searchable with your browser's find. Page images, tables and scanned FYI pages may be garbled; the PDF is authoritative.

Highlighted passages are the agenda items linked from the meeting page.

                                AGENDA
                     CITY COUNCIL REGULAR SESSION
                             October 13, 2026
                                 7:00 PM
I.     CALL TO ORDER AND ROLL CALL

II.    CITIZEN COMMENTS

III.   ADOPT AGENDA

       IIIA.   Adopt the Agenda for October 13. 2026
               Summary Report
               10-13-26 Agenda Council Meeting.docx

IV.    CONSENT AGENDA
       **All items listed with asterisks (**) are considered routine and non-controversial by the
       Council and will be approved by one motion. There will be not separate discussion of these
       items unless a Council member, City staff or citizen so requests, in which case the item will be
       removed from the Consent Agenda and considered in its normal sequence on the agenda.

       IVA.    Consent Agenda
                 1. Approve Hire of Blake Waltman, Line Worker/Water Operator
                 2. Approve Hire of Thomas Carlson, Part-time Liquor Store
                 3. Approve Hire of Barbara Groth, Part-time Administrative Assistant
                 4. Approve Mobile Merchant License for Taboo Tacos
                 5. Resolution 2026-36: Authorizing a Transfer from the General Fund (101 Fund) to the
                     EDA Fund (205 Fund) in the amount of $5,000

                  6. City Council Meeting Minutes of September 8, 2026

                  7. City Council Special Meeting Minutes of September 21, 2026

                  8. Payment of Checks




               Summary Report
               Taboo Tacos.pdf
               Resolution 2026-36 AUTHORIZING A TRANSFER FROM THE GENERAL FUND
               (101 FUND) TO THE EDA FUND (205 FUND) IN THE AMOUNT OF $5,000.docx

V.     APPROVAL OF MINUTES and APPOINTMENTS

       VA.     *** Approval of City Council Meeting Minutes of September 8, 2026
               *** Approval of City Council Special Meeting Minutes of September 21, 2026




                                                                                                          1
              Summary Report
              9-8-26 Minutes.doc
              9-21-26 Closed-Open Meeting minutes.docx

VI.    PRESENTATIONS/PUBLIC HEARINGS
       RECOGNITIONS/PROCLAMATIONS

VII.   DEPARTMENT HEAD UPDATES

       Department Head Updates
         1. Todd Kieffer – EDA Report
         2. Public Works
         3. Jeff Sjoblom – Police Chief
         4. Other

       Summary Report
       Kenyon EDA Council Report_10.13.2026.pdf

V111. ADMINISTRATOR UPDATE

       Administrator Update:
         1. KMU Staffing Update

       Summary Report

IX.    ENGINEERING

       VIIA. 2025 Street & Utility Improvements - Pay Application #10
             Summary Report
             134934 Pay Application No. 10.pdf

       VIIB. Trunk Highway 60 Utility Scoping Report
             Summary Report
             TH 60 Scoping Report_v1-reduced.pdf

       VIIC. Kenyon Crossings - Final Plat
             Summary Report
             Final Plat Staff Report_v2_CC.pdf
             Kenyon Crossings Application-Plat-Plans.pdf
             10-6-26 Planing Commission Draft Minutes.doc
             Resolution_2026-35 Approving Final Plat Kenyon Crossings-v2.doc

       VIID. Lead Service Line Replacement Project
             Summary Report

X.     LEGAL

XI.    FINANCIAL

       *** September 2026 Financial Reports and Payment Claims
       Summary Report



                                                                               2
XII.    OLD BUSINESS

        2027 Proposed Enterprise Funds Budget
        Summary Report
        Kenyon, City of - Enterprise Budget Memo 10.6.26.pdf

XIII.   NEW BUSINESS

        2027 Budget Considerations
        Summary Report
        Budget Memo - Kenyon City of - 10.6.2026 (002).pdf

        Tax Abatement - Grocery Store Assistance
        Summary Report
        Kenyon-Tax-Abatement-Memo-Grocery-Store-v1 Sep 30 2026.pdf
        NSI Agreement City of Kenyon Grocery Store Project.pdf

        Internal Loan Transfer
        Summary Report
        Resolution                                                                  2026-37
        Joint_approving_interfund_loan_to_the_EDA_fund_from_the_electric_fund.doc

XIV.    F.Y.I. - Department Updates

        FYI - October 13, 2026
        Summary Report
        10-13-26 FYI.pdf

XV.     COUNCIL AND STAFF GENERAL COMMENTS

XVI.    ADJOURNMENT




                                                                                              3
                                                                  AGENDA ITEM NO. IIIA.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 13, 2026

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Agenda

AGENDA SECTION:               ADOPT AGENDA

SUBJECT:                      Adopt the Agenda for October 13. 2026

SUGGESTED ACTION:             MOTION NEEDED

ATTACHMENTS:
10-13-26 Agenda Council Meeting.docx




                                                                                          4
                                          AGENDA
                                  CITY COUNCIL MEETING
                                       October 13, 2026

Recite Pledge of Allegiance

7:00           I.    CALL TO ORDER AND ROLL CALL

              II.    CITIZEN COMMENTS

              III.   ADOPT AGENDA

              IV.     CONSENT AGENDA
              ** All items listed with asterisks (**) are considered routine and non-controversial by the Council
              and will be approved by one motion. There will be no separate discussion of these items unless a
              Council member, City staff or citizen so requests, in which case the item will be removed from the
              Consent Agenda and considered in its normal sequence on the agenda.
                      A. Approve Hire of Blake Waltman, Line Worker/Water Operator
                      B. Approve Hire of Thomas Carlson, Part-time Liquor Store
                      C. Approve Hire of Barbara Groth, Part-time Administrative Assistant
                      D. Approve Mobile Merchant License for Taboo Tacos
                      E. Resolution 2026-36: Authorizing a Transfer From the General Fund (101 Fund) to the
                         EDA Fund (205 Fund) in the Amount of $5,000

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of September 8, 2026
                   B. City Council Special Meeting Minutes of September 21, 2026

              VI.    PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS

              VII.   DEPARTMENT HEAD UPDATES
                     A. Todd Kieffer – EDA Report
                     B. Public Works
                     C. Jeff Sjoblom – Police Chief
                     D. Other

              VIII. ADMINISTRATOR UPDATE
                    A. KMU Staffing Update

              IX.    ENGINEERING
                     A. 2025 Street & Utility Project
                        1. 2025 Street and Utility Improvements - Pay Application #10
                     B. Trunk Highway 60 Utility Scoping Report
                     C. Kenyon Crossings Final Plat
                        1. Resolution 2026-35: Approving Final Plat Kenyon Crossings
                     D. Lead Service Line Replacement Project

              X.     LEGAL


                                                                                                                    5
XI.      FINANCIAL
       **A. September 2026 Treasurer’s Report
       **B. Payment of Claims

XII.     OLD BUSINESS
         A. 2027 Proposed Enterprise Funds Budget

XIII. NEW BUSINESS
      A. 2027 Budget Considerations
      B. Tax Abatement – Grocery Store Assistance
      C. Internal Loan Transfer

XIV. OTHER BUSINESS
     A. Schedule of Upcoming Meetings
        1. KMU Meeting: Tuesday, October 20th @ 3:00 p.m.
        2. EDA Meeting: Tuesday, October 27 @ 8 a.m.
        3. City Council Meeting: Tuesday, November 10th @ 7 p.m.
        4. Township Fire Contract Meeting: Tuesday, December 1st @ 6:00 p.m.
        5. Truth in Taxation Public Meeting: Tuesday, December 1st @ 6:30 p.m.

XV.      COUNCIL AND STAFF GENERAL COMMENTS

XVI. ADJOURNMENT




                                                                                 6
                                                              AGENDA ITEM NO. IVA.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                    October 13, 2026

SUBMITTED BY:            Holli Gudknecht, Administration

ITEM TYPE:               Consent Agenda

AGENDA SECTION:          CONSENT AGENDA

SUBJECT:                 Consent Agenda
                           1. Approve Hire of Blake Waltman, Line Worker/Water Operator
                           2. Approve Hire of Thomas Carlson, Part-time Liquor Store
                           3. Approve Hire of Barbara Groth, Part-time Administrative
                              Assistant
                           4. Approve Mobile Merchant License for Taboo Tacos
                           5. Resolution 2026-36: Authorizing a Transfer from the General
                              Fund (101 Fund) to the EDA Fund (205 Fund) in the amount of
                              $5,000

                           6. City Council Meeting Minutes of September 8, 2026

                           7. City Council Special Meeting Minutes of September 21, 2026

                           8. Payment of Checks




SUGGESTED ACTION:        MOTION NEEDED

ATTACHMENTS:
Taboo Tacos.pdf
Resolution 2026-36 AUTHORIZING A TRANSFER FROM THE GENERAL FUND (101 FUND) TO
THE EDA FUND (205 FUND) IN THE AMOUNT OF $5,000.docx




                                                                                            7
8
                                   RESOLUTION 2026-36

                                     CITY OF KENYON
                                   COUNTY OF GOODHUE
                                   STATE OF MINNESOTA


    RESOLUTION AUTHORIZING A TRANSFER FROM THE GENERAL
   FUND (101 FUND) TO THE EDA FUND (205 FUND) IN THE AMOUNT OF
                               $5,000

WHEREAS, in 2025, the EDA received a donation in the amount of $5,000 that was
deposited into the General Fund; and

WHEREAS, the City desires to maintain funds within their respective departments
and therefore, wishes to return the $5,000 that was deposited in 2025 to the EDA Fund.

NOW, THEREFORE, BE IT RESOLVED BY THE KENYON CITY COUNCIL
THAT:

 1) The following accounting entries are authorized to record the transfer:


Account               Description                    Debit          Credit
205-00000-39209       Transfer                                      5,000
205-10100             Cash                           5,000
101-41000-740         Transfer                       5,000
101-10100             Cash                                           5,000


Hereupon, said Resolution was duly passed and adopted on this 13th day of October, 2026.


                                                    CITY OF KENYON

                                                   By:____________________
ATTEST:                                             Donald Kirchmann, Mayor




Scott Lehner, City Administrator




                                                                                           9
                                                                  AGENDA ITEM NO. VA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 13, 2026

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    **Minutes and Appointments

AGENDA SECTION:               APPROVAL OF MINUTES and APPOINTMENTS

SUBJECT:                      *** Approval of City Council Meeting Minutes of September 8,
                              2026
                              *** Approval of City Council Special Meeting Minutes of September
                              21, 2026

SUGGESTED ACTION:             **This item was approved under the Consent Agenda

ATTACHMENTS:
9-8-26 Minutes.doc
9-21-26 Closed-Open Meeting minutes.docx




                                                                                                  10
Pursuant to due call and notice thereof, a City Council Meeting was duly held in the City Council chambers
at 7:00 p.m. on the 8th day of September 2026. The meeting was called to order by Mayor Kirchmann.
The following members were present: Council Members Don Kirchmann, Lee Sjolander, Deanna Gard, Kim
Helgeson
Absent: Mary Bailey
Also, present: City Administrator Scott Lehner, Engineer Derek Olinger, Attorney Scott Riggs,
Administrative Assistant Holli Gudknecht, Heather Dewitz, Doug Henke, Diane Barrett, Sue Dodds,
Michelle Kreisler, Katie Orr, Peyton Temple, Pete Wagner, Dan Wagner, Ron Peterson, Todd Kieffer,
Officer Armani Tucker, Tiffany Rico, Joseph Rico, Matt Bartel, Andy Grice
Via Zoom: Jessi Sturtz, Macie Stevermer, Jean McGann

The meeting opened with the Pledge of Allegiance.

CITIZEN COMMENT
Doug Henke stated he had three questions with the budget. First, he asked why the council was allowing
public works employees who make $40 per hour to mow grass. Second, almost fifty percent of the yearly
budget goes to wages/benefits. He feels the council should consider freezing payroll wages for one year.
Third, the boulevard of roses is a disaster. He suggested getting a committee to help or take it over. Also, the
fire department should contribute money along with other volunteers.

Tiffany Rico stated she got involved when she heard about the Kenyon Market being sold. She suggested
possibly forming a food co-op to save the market.

Dan Wagner stated he and his son, Pete, are trying to sell the Kenyon Market. He was wondering where the
city stands on this? Could the city possibly help with the parking lot drainage problem or would KMU give a
cost break for electricity for the new owner? Any help from the city would be very important to a new
owner.

Katie Orr expressed concerns about the potential new apartment building. She felt safety and security may be
jeopardized with the type of people these apartments may bring in. She didn’t feel this town needs this type
of expansion. She ended with her dad, Mike Engel’s quote, “be loyal, buy local”.

ADOPT AGENDA
Motion by Sjolander seconded by Helgeson to approve the agenda. Motion carried 4-0-0.

CONSENT AGENDA
Motion by Sjolander second by Kirchmann to approve the Consent Agenda, which includes:
      Resolution 2026-32: Authorizing a Transfer from the Capital Outlay Fund 202 to the Fire Fund 203
      in the amount of $90,000
      Financials and Payment of check numbers, 78495 through 78600; 7567E through 7637E
      Minutes of August 6, 2026
Motion carried 4-0-0.

PRESENTATIONS/PUBLIC HEARINGS/RECOGNITIONS/PROLAMATIONS
Proclamation in Recognition of Domestic Violence Awareness Month
Mayor Kirchmann read the proclamation and declared October as Domestic Violence Awareness Month.

DEPARTMENT HEAD UPDATES
Todd Kieffer – EDA Report
Kieffer updated the council on projects that are being worked on including: the industrial park lot, Habitat
                                                                                                                   11
for Humanity House, Depot Park Building, vacant storefront ideas, and façade improvement projects.
Wayne Ehrich – Public Works and Fire Dept.
Lehner read the public works and fire department updates. Street sweeping is being done throughout town,
and the sand is being screened for winter. The fire department is short five members with interviews for new
members scheduled for next week.

Jeff Sjoblom – Police Chief
Officer Tucker presented the police department update. The police department is approaching one year of
being short of a full-time staff member. An E-bike has been purchased for patrol in the city.

Randy Eggert – KMU
No Report.

Other
Matt Bartel, Liquor Store Manager, stated there were 672 paid admissions to the Rose Fest Street dance.
Two thousand dollars was saved by not having to rent a tent. The new off sale is going well. He is seeing
many new faces coming in. Some samplings are being planned for Fall Fest.

ADMINISTRATOR UPDATE
Kenyon Market
Administrator Lehner stated he talked with Dan and Pete Wagner. They reviewed several possible options to
help the Kenyon Markets new buyer.

Police Department Staffing Update
Lehner stated that Officer Tucker already covered the police department staffing in his update.

KMU Staffing Update
Lehner stated that Blake Waltman was offered the Lineman/Water Operator position. He will start on
September 14.

Administrative Assistant Update
Lehner stated that six applications were received for the administrative assistant position. Four candidates
will be interviewed on September 16.

Update on Loan from KMU
Lehner stated that the KMU Commission agreed to borrow the city $350,000 to purchase land on the south
side of Kenyon for future development. KMU offered a ten-year loan at two percent interest.

CEDA-Todd Kieffer
Lehner stated that Todd Kieffer will be retiring at the end of January 2027. He is currently in Kenyon two
days a week.

Property in Trondheim
Lehner stated that a complaint had been received about a residence in Trondheim. The complainant stated
there are piles of branches along the curb, vehicles with expired registration, junk, and other ongoing issues.
The city is addressing this complaint.

ENGINEERING
2025 Street & Utility Project

                                                                                                                  12
Engineer Olinger stated that the majority of this pay estimate is the partial release of retainage. The
contractor plans to return in October for final paving and completion of all remaining work.

2025 Street and Utility Improvements – Fitzgerald Excavating & Trucking -Pay Application No. 9
Pay request No. 9 includes work completed through September 2, 2026.
Motion by Helgeson seconded by Gard to approve pay application #9 to Fitzgerald Excavating in the
amount of $68,602.38. Motion carried 4-0-0.

Lead Service Line Replacement Project-Design Scope & Fee
Engineer Olinger stated that scope and fee for the lead service line replacement was approved by the
KMU Commission on August 25. The commission is recommending approval by the city council. Public
Facilities Authority currently has a program offering a 100% grant for the replacement of lead and
galvanized services that have been identified in the city.
Motion by Kirchmann seconded by Helgeson to approve the scope and fee for the lead service line
replacement project. Motion carried 4-0-0.

Kenyon Crossings Development Applications
Engineer Olinger stated that this development agreement is required for development of the Kenyon
Crossings Development. He also reviewed the required variances. The Planning Commission held a
public hearing on September 1. The commission recommended approval of the plat and variances.
Attorney Riggs explained all the needed resolutions.

Contract for Private Development for the Rebound Project
Sub-Grant Agreement for the Rebound Project in Kenyon
Developers Agreement for Kenyon Real Estate 2

Resolution 2026-33: Approving Contract for Private Development, Sub-Grant Agreement and
Developers Agreement with Kenyon Real Estate 2, LLC for Certain Property in the City of
Kenyon
Motion by Helgeson seconded by Sjolander to adopt Resolution 2026-33. Motion carried 4-0-0.

Resolution 2026-25: Approving Preliminary Plat of Kenyon Crossings
Motion by Sjolander seconded by Kirchmann to adopt Resolution 2026-25. Motion carried 4-0-0.

Resolution 2026-26: Approving a Parking Variance of Lot 1 Block 1 Kenyon Crossings
Subdivision
Motion by Helgeson seconded by Gard to adopt Resolution 2026-26. Motion carried 4-0-0.

Resolution 2026-27: Approving a Residential Density Variance of Lot 1 Block 1 Kenyon Crossings
Subdivision
Motion by Gard seconded by Kirchmann to adopt Resolution 2026-27. Motion carried 4-0-0.

Resolution 2026-28: Approving a Front Yard Setback Variance of Lot 1 Block 1 Kenyon
Crossings Subdivision
Motion by Helgeson seconded by Gard to adopt Resolution 2026-28. Motion carried 4-0-0.

LEGAL

OLD BUSINESS
2027 Budget Update
                                                                                                          13
Jessi Sturtz from Abdo summarized some key items for consideration in this year’s budget. The proposed
2027 budget increase started at 19.5% but is now down to 9.26% by eliminating some pool, streets, and
police department items. The preliminary maximum levy certification resolution must be submitted to
Goodhue County by the end of September. The final levy must be adopted by the end of December. The levy
can be lowered between now and the end of the year, but it cannot be increased.
Resolution 2026-31: Adopting the 2027 Preliminary Budget & Levy
Motion by Helgeson seconded by Gard to adopt Resolution 2026-31 adopting the 2027 preliminary budget
and levy, which is a maximum of 9.26%. Motion carried 4-0-0.
Set the Truth in Taxation Meeting for December 1 at 6:30 p.m.
Motion by Helgeson seconded by Gard to set the Truth in Taxation meeting for December 1 at 6:30 p.m.
Motion carried 4-0-0.

NEW BUSINESS
Depot Park Concrete Project
The EDA is recommending approval of Lexvold Construction’s quote to install a concrete apron around
the Depot building. Replacement of the concrete will provide a safer and more accessible walking
surface for people of all ages, along with installation of an approved accessible ramp entrance at the
southeast door of the Depot Park building, at a cost not to exceed $9,980. Most of the funding for the
project will come from the $9,500 in remaining funds received by the Kenyon EDA through
participation in the University of Minnesota Design Center Emerging Small Minnesota Communities
Program.
Motion by Helgeson seconded by Gard to approve the quote from Lexvold Construction for the concrete
work at Depot Park not to exceed $9,980.00, contingent on what will be done with the existing pavers.
Motion carried 4-0-0.

Abdo vs. Internal Finance Director
Administrator Lehner presented the cost of Abdo’s proposed services for financial solutions, human
resources, and payroll versus the cost of an internal finance director. The cost of Abdo’s services was
$164,800 and the cost of hiring a full-time finance director was $167,100 annually. Lehner’s
recommendation was to continue to use Abdo.
Motion by Gard seconded by Helgeson to approve the contract with Abdo for a period of three years.
Motion carried 3-1-0 with Sjolander voting nay.

Creative Planning Audit Presentation
Andy Grice from Creative Planning clarified the pension liability questions from the 2025 audit. GASB 68 is
an accounting rule for state and local governments that makes pension obligations more transparent. Its main
purpose is to show the true cost of pension promises made to employees and show any unfunded portion of
the obligation as a long-term liability. Accounting Adjustments do not impact cash balances – rather
accounts for the long-term liability associated with pensions with the offset to pension expense. Net Pension
Liability in the City’s financial statements is the proportionate share of the state-wide net pension liability.
Each opinion unit (fund) that reports on a full accrual basis of accounting reports its proportionate share of
that liability. The adjustment to this liability is offset against the various pension reporting elements

Schedule of Upcoming Meetings
KMU Meeting: Tuesday, September 15th @ 3:00 p.m.
EDA Meeting: Tuesday, September 22nd @ 8 a.m.
City Council Meeting: Tuesday, October 13th @ 7 p.m.

COUNCIL AND STAFF GENERAL COMMENTS
Council Member Sjolander thanked everyone who took part in Rose Fest. There were 329 cars at the car
                                                                                                                   14
show, and many positive comments were received. He also stated that with the small city climate change, he
would love to see people be kind to one another.


Council Member Helgeson thanked everyone for coming out to enjoy Rose Fest. Next up is Fall Fest on
October 10.

Mayor Kirchmann thanked the public for attending the meeting.


Motion by Helgeson seconded by Sjolander to adjourn the meeting at 9:46 p.m. Motion carried 4-0-0.




Holli Gudknecht, Deputy Clerk                               Donald Kirchmann, Mayor




                                                                                                             15
Pursuant to due call and notice thereof, a Special City Council Meeting was duly held in the City
Council chambers at 4:30 p.m. on the 21st day of September 2026.
The following City Council members were present: Don Kirchmann, Kim Helgeson, Lee Sjolander,
and Elana Brunner, Mary Bailey
The following KMU Commissioners were present: Jerry Houglum, Doug Henke, Don Kirchmann
Also, present: Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, Police Chief
Sjoblom, Julie Dyrdahl, Diane Barrett, Josh Johnson, Parker Burdorf, Kevin Maring, Terry Voxland,
Sue Dodds, Debbie Eggert, Randy Eggert, Ethan Eggert, Tyler Eggert, Greg Canton, Heather DeWitz

The city council meeting was called to order by Mayor Kirchmann at 4:30 pm.
The KMU meeting was called to order by Chairman Jerry Houglum at 4:30 pm

Evaluate the Performance of an Individual Subject to the City Council’s Authority and
KMU’s Authority, Mr. Randy Eggert
No discussion

Follow up regarding the closed session, if necessary
No discussion

Conclusions and additional action of the City Council and KMU, if necessary
Administrator Lehner handed out a packet addressing Mr. Eggert’s performance and evaluation.
Eggert has been on administrative leave since September 10. He had until September 14 to respond
to the allegations or resign, but no additional information was received.

Council Member Gard stated that she did not receive any notice or communication on this matter
until September 17. She felt she was at a disadvantage to vote because she just received information
on this matter at this meeting and had no time to review the handed-out information.

KMU Commissioner Houglum agreed with Gard 100%. He was surprised when he came to the KMU
meeting on September 15 and found out Eggert was on administrative leave.

Attorney Riggs clarified that legally personal information couldn’t be disclosed.

Council Member Bailey asked if the separation agreement had been signed under duress.

Eggert responded that he felt pressured. If he didn’t sign the agreement, he could get fired and not get
anything including insurance.

KMU Commissioner Houglum stated that it all started two years ago at the first KMU meeting that
Lehner attended. He was against Eggert from the start.

KMU Commissioner Henke stated that he was also not informed and he was appointed as KMU’s
liaison to the personnel committee but was not included.

Council Member Sjolander thanked Eggert and his family for his 48 years of service to the city
regardless of what happens here today.

KMU Commissioner Houglum asked if there were any public comments.

Ethan Eggert stated that Eggert had a good record for 46 years, so what changed in the last two years.

                                                                                                           16
KMU Commissioner Henke stated that there is a leak within city hall, which is hindering
Administrator Lehner’s work here. He needs to have meetings and work remotely because of this.

Attorney Riggs agreed and he had advised Lehner to have meetings remotely.

Kevin Maring stated this is a tough job to do, and Randy may not always comply, but what is the plan
going forward? There is a lot of communication not happening in the city somewhere.

Sue Dodds stated there are a lot of problems between public works and KMU. She had never seen
this in all the years that she worked in the city.

Council member Bailey stated some type of counseling is needed for city employees. The city cannot
continue to run like this.

Approval of Separation Agreement
Resolution 2026-34 Separating the Employment of Randy Eggert from the City of Kenyon
Motion by Kirchmann seconded by Sjolander to adopt Resolution 2026-34. Motion carried 5-0-0.

Resolution 2026-01 Separating the Employment of Randy Eggert from the City of Kenyon
Motion by Henke seconded by Kirchmann to adopt Resolution 2026-01.
Henke-Aye, Kirchmann-Aye, Houglum-Nay
Motion carried 2-1-0.

Any Other Related Matters
Nothing additional.

ADJOURNMENT
Motion by Bailey seconded by Helgeson to adjourn the city council meeting at 5:32 pm.
Motion carried 5-0-0.

Motion by Henke seconded by Kirchmann to adjourn the KMU meeting at 5:32 pm.
Motion carried 3-0-0.



__________________________________
Holli Gudknecht, Deputy City Clerk                  Donald Kirchmann, Mayor



                                                    ______________________________
                                                    Jerry Houglum, KMU Chairman




                                                                                                       17
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        October 13, 2026

SUBMITTED BY:                Holli Gudknecht, Administration

ITEM TYPE:                   Department Head Updates

AGENDA SECTION:              DEPARTMENT HEAD UPDATES

SUBJECT:                     Department Head Updates
                               1. Todd Kieffer – EDA Report
                               2. Public Works
                               3. Jeff Sjoblom – Police Chief
                               4. Other

SUGGESTED ACTION:            FYI

ATTACHMENTS:
Kenyon EDA Council Report_10.13.2026.pdf




                                                                18
Kenyon EDA Council Report
Todd Kieffer, EDA Coordinator
October 13, 2026

   •   Habitat Home Owner
          o Goodhue County has finally found a family for the current available home. A mother
              with two daughters has qualified. They will be occupying the home as of

   •   EDA Meeting on Tuesday, September 29 – Beautification of Downtown
          o Downtown Lighting and Flower Pots for 2027.
                ▪ Mary Bailey and Chris Mallery have been discussing this topic with the EDA for
                    several months. Hard-wired lights are recommended. Could also look for LED
                    rebates, too.

          o Façade Improvement Projects in association with Public Art exhibit with window
            murals. Todd has been reaching out to vacant store owners and storefronts that could
            benefit from a facelift, presenting them with the possibility of matching EDA grant
            along with free window murals.

          o Alejandro Castanon of Alejandro Fine Art of Albert Lea visited Kenyon to look at
            possible impacts of public art on Main Street. He also worked with Small Business
            Development Center in Texas where he was also involved in economic development as
            well.
                ▪ Many great ideas, but he was looking at a much larger project than what I had
                   in mind and what Kenyon would be able to financially afford. His ideas did align
                   with the overall goals of the grant application submitted to SEMAC.

   •   Façade Improvement Projects
          o I have been following up with remaining unfinished projects to see if they are
              completed or if there is anything we can do to support them.

   •   Small Business Development Center (SBDC)
          o Mark Thein, Regional Director. We connected remotely and talked about the kind of
              services they can provide for small businesses. Their funding comes from taxes, so
              services are free. The only time there is a charge is when presenters are being hired for
              training purposes. When this happens, they pay ½ and ask the community or
              organization to pay the other ½.
          o In an effort to make their services well know to residents of Kenyon, I have contacted
              the Messenger to write a news article informing readers of their support services for




                                                                                                          19
          existing businesses, as well as, assisting with new entrepreneurs looking to continue
          growing their young start-up businesses.
•   Workforce Development Center
      o Meeting with them next week regarding what benefits they might have to support
          local business owners with workforce development.

•   Empowering Small MN Cities (ESMC)
      o Our work with the UMN Extension Services – UMN Design Center.
             ▪ We had our last meeting and learned of where our data is now able to be
                accessed. This information is not meant to be a book that sits on someone’s
                mantle. This data is ready to be used in electronic format for accessing grant
                dollars or making plans for moving forward. They include:
                    • Depot Park-
                            o apron around building, sidewalks to picnic shelters, playground
                               and pool, ADA updates to the playground, a walking path around
                               the park, and pickleball courts.
                    • Trondheim Trail
                            o This trail will provide access over the Zumbro River and through
                               the woods to the Depot Park/Pool area. Safe route to school,
                               too.
                    • City Trails
                            o Based on data from residents, City-wide trail ideas are in place to
                               connect people with areas of interest around the community.




                                                                                                    20
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 13, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Administrator Update

AGENDA SECTION:      ADMINISTRATOR UPDATE

SUBJECT:             Administrator Update:
                       1. KMU Staffing Update

SUGGESTED ACTION:    FYI

ATTACHMENTS:




                                                       21
                                                                       AGENDA ITEM NO.
                                                                       VIIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          October 13, 2026

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:                       2025 Street & Utility Improvements - Pay Application #10

SUGGESTED ACTION:              Streets are now paved. The contractor has a number of final manhole
                               adjustments and a short list of punch list repairs to complete prior to
                               the October 31st Completion Date. The majority of payment in this
                               pay application is for paving work and released retainage for
                               completed punch list repairs.

                               Requested Action:
                               Motion Approving Pay Application #10

ATTACHMENTS:
134934 Pay Application No. 10.pdf




                                                                                                         22
Contractor's Application for Payment
  Owner:       CITY OF KENYON                                                            Owner's Project No.: N/A
  Engineer:    BOLTON & MENK                                                           Engineer's Project No.: 24X.134934.000
  Contractor: FITZGERALD EXCAVATING & TRUCKING INC                                      Agency's Project No.: N/A
  Project:     2025 STREET & UTILITY IMPROVEMENTS
  Contract:    N/A
 Application No.:               10                            Application Date:                10/14/2026
 Application Period:         From                    9/3/2026             to                    10/2/2026


          1. Original Contract Price                                                                               $                 2,294,629.25
          2. Net change by Change Orders                                                                           $                     (37,814.00)
          3. Current Contract Price (Line 1 + Line 2)                                                              $                 2,256,815.25
          4. Total Work completed and materials stored to date
            (Sum of Column G Lump Sum Total and Column J Unit Price Total)                                         $                 2,131,446.38
          5. Retainage
               a.      See Retainage Summary                                                                       $                     23,814.46
              b.                 X   $                  -   Stored Materials                                       $                            -
               c. Total Retainage (Line 5.a + Line 5.b)                                                            $                     23,814.46
          6. Amount eligible to date (Line 4 - Line 5.c)                                                           $                 2,107,631.92
          7. Less previous payments                                                                                $                 2,030,963.73
          8. Amount due this application                                                                           $                 76,668.19
 Contractor's Certification
 The undersigned Contractor certifies, to the best of its knowledge, the following:
 (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to
 discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment;
 (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for
 Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are
 covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and
 (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.




 Contractor:        Fitzgerald Excavating and Trucking, LLC

 Signature:                                                                                               Date:
 Name:              Nick Dahle                                                                            Title:       Project Manager

 Recommended by Engineer                                                    Approved by Owner

 By:                                                                        By:
 Name:      Derek Olinger, P.E.                                             Name:       Scott Lehner
 Title:     City Engineer                                                   Title:      City Administrator
 Date:                                                                      Date:




                                                    EJCDC C-620 Contractor's Application for Payment
                                     (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                               23
Progress Estimate - Unit Price Work                                                                                                                                                                                                        Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                    Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                   Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                           Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                                Agency's Project No.:
Contract:

Application No.:            10                      Application Period:       From         09/03/26             to              10/02/26                                                                                                  Application Date:              10/14/26
     A                                   B                                     C                 D               E                   F                   F1                       F2                G                 H                      I                       J                 K             L
                                                                                                 Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                              Work Completed         % of
                                                                                                                                                                                                 Estimated      Value of Work                                  and Materials        Value of
                                                                                                                            Value of Bid Item                                                     Quantity    Completed to Date Materials Currently Stored     Stored to Date        Item
 Bid Item                                                                                                   Unit Price           (C X E)        Quantity Previous        Value Previous       Incorporated in       (E X G)             (not in G)                 (H + I)           (J / F)   Balance (F - J)
   No.                              Description                           Item Quantity      Units             ($)                 ($)              Estimate                Estimate             the Work             ($)                  ($)                       ($)              (%)           ($)
                                                                                                                                             Original Contract
      1       MOBILIZATION                                                         1.00   LS                   37,500.00            37,500.00                 0.94                35,250.00             1.00          37,500.00                                      37,500.00         100%                   -
      2       CLEARING                                                             6.00   EACH                  1,000.00             6,000.00                 6.00                 6,000.00             6.00           6,000.00                                       6,000.00         100%                   -
      3       GRUBBING                                                             6.00   EACH                    500.00             3,000.00                 7.00                 3,500.00             7.00           3,500.00                                       3,500.00         117%             (500.00)
      4       SALVAGE SIGN                                                         5.00   EACH                     50.00               250.00                 7.00                   350.00             7.00             350.00                                         350.00         140%             (100.00)
      5       SAWING CONCRETE PAVEMENT (FULL DEPTH)                               95.00   LF                        7.00               665.00              124.00                    868.00           124.00             868.00                                         868.00         131%             (203.00)
      6       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                            402.00   LF                        5.00             2,010.00              423.00                  2,115.00           423.00           2,115.00                                       2,115.00         105%             (105.00)
      7       REMOVE CURB AND GUTTER                                           1,305.00   LF                        5.00             6,525.00            1,313.00                  6,565.00         1,313.00           6,565.00                                       6,565.00         101%              (40.00)
      8       REMOVE CONCRETE DRIVEWAY PAVEMENT                                  128.00   SY                       10.00             1,280.00              114.50                  1,145.00           114.50           1,145.00                                       1,145.00          89%              135.00
      9       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                                230.00   SY                        7.00             1,610.00              267.00                  1,869.00           267.00           1,869.00                                       1,869.00         116%             (259.00)
     10       REMOVE BITUMINOUS PAVEMENT                                       4,907.00   SY                        4.00            19,628.00            4,874.60                 19,498.40         4,874.60          19,498.40                                      19,498.40          99%              129.60
     11       REMOVE CONCRETE WALK                                               480.00   SF                        2.00               960.00              360.10                    720.20           360.10             720.20                                         720.20          75%              239.80
     12       EXCAVATION - COMMON (P)                                          2,857.00   CY                       13.00            37,141.00            2,857.00                 37,141.00         2,857.00          37,141.00                                      37,141.00         100%                   -
     13       EXCAVATION - SUBGRADE (P)                                        1,394.00   CY                       13.00            18,122.00            1,394.00                 18,122.00         1,394.00          18,122.00                                      18,122.00         100%                   -
     14       EXPLORATORY EXCAVATION                                               8.00   HR                      300.00             2,400.00               16.50                  4,950.00            16.50           4,950.00                                       4,950.00         206%           (2,550.00)
     15       SELECT GRANULAR EMBANKMENT (CV) (P)                              1,394.00   CY                       25.00            34,850.00            1,394.00                 34,850.00         1,394.00          34,850.00                                      34,850.00         100%                   -
     16       GEOTEXTILE FABRIC TYPE 9                                         5,574.00   SY                        2.50            13,935.00            5,653.70                 14,134.25         5,653.70          14,134.25                                      14,134.25         101%             (199.25)
     17       AGGREGATE SURFACING CLASS 2                                         36.00   CY                       30.00             1,080.00               45.00                  1,350.00            45.00           1,350.00                                       1,350.00         125%             (270.00)
     18       AGGREGATE BASE (CV) CLASS 5 (P)                                  1,167.00   CY                       25.00            29,175.00            1,167.00                 29,175.00         1,167.00          29,175.00                                      29,175.00         100%                   -
     19       SURFACE RESTORATION (2ND ST)                                         1.00   LS                   47,500.00            47,500.00                 1.00                47,500.00             1.00          47,500.00                                      47,500.00         100%                   -
     20       PAVEMENT MARKINGS (2ND ST)                                           1.00   LS                    4,860.00             4,860.00                 1.00                 4,860.00             1.00           4,860.00                                       4,860.00         100%                   -
     21       SURFACE RESTORATION (SANITARY REPAIR)                                3.00   EACH                  4,500.00            13,500.00                 4.00                18,000.00             4.00          18,000.00                                      18,000.00         133%           (4,500.00)
     22       GRAVEL RESTORATION (SANITARY REPAIR)                                 1.00   EACH                  1,000.00             1,000.00                 1.00                 1,000.00             1.00           1,000.00                                       1,000.00         100%                   -
     23       TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK              7,760.00   SY                        9.00            69,840.00            3,030.65                 27,275.85         8,225.30          74,027.70                                      74,027.70         106%           (4,187.70)
     24       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK             2,807.00   SY                       11.75            32,982.25            3,030.65                 35,610.14         3,030.65          35,610.14                                      35,610.14         108%           (2,627.89)
     25       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK             2,145.00   SY                       14.50            31,102.50            2,164.00                 31,378.00         2,164.00          31,378.00                                      31,378.00         101%             (275.50)
     26       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                 70.00   SY                       36.00             2,520.00              148.80                  5,356.80           148.80           5,356.80                                       5,356.80         213%           (2,836.80)
     27       6" PERF PVC PIPE DRAIN                                           2,281.00   LF                       15.25            34,785.25            2,836.30                 43,253.58         2,836.30          43,253.58                                      43,253.58         124%           (8,468.33)
     28       SUMP PUMP SERVICE                                                   13.00   EACH                  1,000.00            13,000.00               12.00                 12,000.00            12.00          12,000.00                                      12,000.00          92%            1,000.00
     29       DRAIN OUTLET DESIGN SPECIAL (END SECTION)                            1.00   EACH                    400.00               400.00                 1.00                   400.00             1.00             400.00                                         400.00         100%                   -
     30       6" PVC PIPE DRAIN CLEANOUT                                           7.00   EACH                    300.00             2,100.00                 8.00                 2,400.00             8.00           2,400.00                                       2,400.00         114%             (300.00)
     31       CONCRETE STEP                                                      170.00   SF                       30.00             5,100.00               77.90                  2,337.00            77.90           2,337.00                                       2,337.00          46%            2,763.00
     32       4" CONCRETE WALK                                                   355.00   SF                        7.50             2,662.50              309.50                  2,321.25           309.50           2,321.25                                       2,321.25          87%              341.25
     33       6" CONCRETE WALK                                                    70.00   SF                       12.25               857.50               61.00                    747.25            61.00             747.25                                         747.25          87%              110.25
     34       CONCRETE CURB AND GUTTER DESIGN B618                             1,060.00   LF                       25.80            27,348.00            1,157.00                 29,850.60         1,157.00          29,850.60                                      29,850.60         109%           (2,502.60)
     35       CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER                      1,910.00   LF                       23.75            45,362.50            1,872.00                 44,460.00         1,872.00          44,460.00                                      44,460.00          98%              902.50
     36       6" CONCRETE DRIVEWAY PAVEMENT                                      175.00   SY                       88.25            15,443.75              146.80                 12,955.10           146.80          12,955.10                                      12,955.10          84%            2,488.65
     37       7" CONCRETE DRIVEWAY PAVEMENT                                      420.00   SY                       92.50            38,850.00              350.80                 32,449.00           350.80          32,449.00                                      32,449.00          84%            6,401.00
     38       7" CONCRETE VALLEY GUTTER                                           71.00   SY                       95.00             6,745.00               57.00                  5,415.00            57.00           5,415.00                                       5,415.00          80%            1,330.00
     39       TRUNCATED DOMES                                                     10.00   SF                       55.00               550.00                 9.00                   495.00             9.00             495.00                                         495.00          90%               55.00
     40       TRAFFIC CONTROL                                                      1.00   LS                   14,000.00            14,000.00                 0.94                13,160.00             1.00          14,000.00                                      14,000.00         100%                   -
     41       INSTALL SIGN                                                         6.00   EACH                    350.00             2,100.00                 8.00                 2,800.00             8.00           2,800.00                                       2,800.00         133%             (700.00)
     42       STABILIZED CONSTRUCTION EXIT                                         2.00   LS                      500.00             1,000.00                 1.00                   500.00             1.00             500.00                                         500.00          50%              500.00
     43       EROSION CONTROL SUPERVISOR                                           1.00   LS                      500.00               500.00                 0.38                   187.50             0.38             187.50                                         187.50          38%              312.50
     44       STORM DRAIN INLET PROTECTION                                        30.00   EACH                    200.00             6,000.00               12.00                  2,400.00            12.00           2,400.00                                       2,400.00          40%            3,600.00
     45       SILT FENCE; TYPE MS                                                235.00   LF                        2.50               587.50              235.00                    587.50           235.00             587.50                                         587.50         100%                   -
     46       SEDIMENT CONTROL LOG TYPE WOOD FIBER                               240.00   LF                        5.00             1,200.00              420.00                  2,100.00           420.00           2,100.00                                       2,100.00         175%             (900.00)
     47       SEDIMENT CONTROL LOG TYPE ROCK                                     120.00   LF                        5.00               600.00               20.00                    100.00            20.00             100.00                                         100.00          17%              500.00
     48       COMPOST GRADE 2                                                    140.00   CY                       30.00             4,200.00                   -                        -                 -                 -                                               -                         4,200.00



                                                                                                                             EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                                                                                                                                                                                                                 1 of 5
                                                                                                              (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                                   24
Progress Estimate - Unit Price Work                                                                                                                                                                                                  Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                               Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                              Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                      Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                           Agency's Project No.:
Contract:

Application No.:           10                    Application Period:       From          09/03/26             to              10/02/26                                                                                               Application Date:              10/14/26
     A                                 B                                    C                  D               E                   F                   F1                       F2                G                 H                   I                       J              K             L
                                                                                               Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                         Work Completed      % of
                                                                                                                                                                                           Estimated       Value of Work                                  and Materials     Value of
                                                                                                                          Value of Bid Item                                                 Quantity     Completed to Date Materials Currently Stored     Stored to Date     Item
 Bid Item                                                                                                 Unit Price           (C X E)      Quantity Previous          Value Previous   Incorporated in        (E X G)             (not in G)                 (H + I)        (J / F)   Balance (F - J)
   No.                            Description                          Item Quantity       Units             ($)                 ($)           Estimate                   Estimate         the Work              ($)                  ($)                       ($)           (%)           ($)
    49        FERTILIZER TYPE 3                                                105.00   LB                         2.50              262.50                -                         -                 -                 -                                                -                      262.50
    50        SODDING                                                        2,515.00   SY                         7.00           17,605.00          2,832.00                 19,824.00         2,832.00          19,824.00                                      19,824.00      113%         (2,219.00)
    51        RAPID STABILIZATION METHOD 2                                   1,258.00   SY                         3.00            3,774.00          1,487.10                  4,461.30         1,487.10           4,461.30                                       4,461.30      118%            (687.30)
    52        TOPSOIL PREPARATION                                            2,515.00   SY                         2.50            6,287.50          2,832.00                  7,080.00         2,832.00           7,080.00                                       7,080.00      113%            (792.50)
    53        TURF MAINTENANCE                                                  60.00   DAY                      75.00             4,500.00             32.00                  2,400.00            32.00           2,400.00                                       2,400.00       53%          2,100.00
    54        TURF RESTORATION (2ND ST)                                          1.00   LS                    2,500.00             2,500.00                -                         -                 -                 -                                                -                   2,500.00
    55        CONSTRUCTION ALLOWANCE                                        74,000.00   UNIT                       1.00           74,000.00        63,491.00                  63,491.00        63,491.00          63,491.00                                      63,491.00       86%         10,509.00
    56        REMOVE MANHOLE (SANITARY)                                          2.00   EACH                    400.00               800.00              2.00                    800.00             2.00             800.00                                          800.00     100%                   -
    57        REMOVE SEWER PIPE (SANITARY)                                     340.00   LF                         5.00            1,700.00            339.00                  1,695.00           339.00           1,695.00                                       1,695.00      100%               5.00
    58        CONNECT TO EXISTING SANITARY SEWER                                 1.00   EACH                  1,500.00             1,500.00              1.00                  1,500.00             1.00           1,500.00                                       1,500.00      100%                   -
    59        8"X6" PVC WYE                                                     12.00   EACH                    375.00             4,500.00             17.00                  6,375.00            17.00           6,375.00                                       6,375.00      142%         (1,875.00)
    60        8" PVC PIPE SEWER                                                424.00   LF                       65.00            27,560.00            419.00                 27,235.00           419.00          27,235.00                                      27,235.00       99%             325.00
    61        6" PVC SANITARY SERVICE PIPE                                     400.00   LF                       40.00            16,000.00            346.00                 13,840.00           346.00          13,840.00                                      13,840.00       87%          2,160.00
    62        2" PE PRESSURE SEWER SERVICE                                     105.00   LF                       40.00             4,200.00            108.00                  4,320.00           108.00           4,320.00                                       4,320.00      103%            (120.00)
    63        LINING SEWER PIPE 8"                                           3,648.00   LF                       41.50          151,392.00           3,650.00               151,475.00          3,650.00        151,475.00                                     151,475.00       100%             (83.00)
    64        CASTING ASSEMBLY (SANITARY)                                        2.00   EACH                  1,300.00             2,600.00                -                         -                 -                 -                                                -                   2,600.00
    65        FINAL CASTING ADJUSTMENT (DONUT CUT)                               5.00   EACH                  1,700.00             8,500.00                -                         -                 -                 -                                                -                   8,500.00
    66        CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007                          14.70   LF                      500.00             7,350.00             14.70                  7,350.00            14.70           7,350.00                                       7,350.00      100%                   -
    67        SANITARY LATERAL REINSTATEMENT                                    56.00   EACH                     55.00             3,080.00             66.00                  3,630.00            66.00           3,630.00                                       3,630.00      118%            (550.00)
    68        TRIMMING PROTRUDING TAPS                                           7.00   EACH                  1,139.00             7,973.00              7.00                  7,973.00             7.00           7,973.00                                       7,973.00      100%                   -
    69        SANITARY LATERAL GROUTING                                         56.00   EACH                    450.00            25,200.00             44.00                 19,800.00            44.00          19,800.00                                      19,800.00       79%          5,400.00
    70        LATERAL CLEANING                                                  28.00   EACH                    500.00            14,000.00              3.00                  1,500.00             3.00           1,500.00                                       1,500.00       11%         12,500.00
    71        ROOT CUTTING                                                   1,200.00   LF                         3.00            3,600.00          1,225.00                  3,675.00         1,225.00           3,675.00                                       3,675.00      102%             (75.00)
    72        SANITARY MANHOLE REHABILITATION (SPRAY-ON)                         9.00   EACH                  5,320.00            47,880.00              9.00                 47,880.00             9.00          47,880.00                                      47,880.00      100%                   -
    73        SANITARY SEWER BYPASSING                                           1.00   LS                    2,815.00             2,815.00              1.00                  2,815.00             1.00           2,815.00                                       2,815.00      100%                   -
    74        POINT REPAIR - SANITARY SEWER PIPE                                 4.00   EACH                  4,500.00            18,000.00              5.00                 22,500.00             5.00          22,500.00                                      22,500.00      125%         (4,500.00)
    75        INTERNAL POINT REPAIR (SHORT LINER)                                3.00   EACH                  2,000.00             6,000.00                -                         -                 -                 -                                                -                   6,000.00
    76        INTERNAL CHIMNEY SEAL (REHAB)                                      7.00   EACH                  1,550.00            10,850.00              5.60                  8,680.00             5.60           8,680.00                                       8,680.00       80%          2,170.00
    77        REPLACE & ADJUST RING AND CASTING                                  3.00   EACH                  1,400.00             4,200.00              1.50                  2,100.00             1.50           2,100.00                                       2,100.00       50%          2,100.00
    78        SANITARY SEWER TRACER SYSTEM                                       1.00   LS                    2,600.00             2,600.00              1.00                  2,600.00             1.00           2,600.00                                       2,600.00      100%                   -
    79        REMOVE GATE VALVE AND BOX                                         16.00   EACH                    300.00             4,800.00             16.00                  4,800.00            16.00           4,800.00                                       4,800.00      100%                   -
    80        REMOVE CURB STOP AND BOX                                          22.00   EACH                    150.00             3,300.00             24.00                  3,600.00            24.00           3,600.00                                       3,600.00      109%            (300.00)
    81        REMOVE HYDRANT                                                     6.00   EACH                    400.00             2,400.00              6.00                  2,400.00             6.00           2,400.00                                       2,400.00      100%                   -
    82        REMOVE WATER MAIN                                              1,806.00   LF                         5.00            9,030.00          2,188.00                 10,940.00         2,188.00          10,940.00                                      10,940.00      121%         (1,910.00)
    83        TEMPORARY WATER SERVICE                                            1.00   LS                  20,000.00             20,000.00              1.00                 20,000.00             1.00          20,000.00                                      20,000.00      100%                   -
    84        CONNECT TO EXISTING WATER MAIN                                    12.00   EACH                  1,500.00            18,000.00             12.00                 18,000.00            12.00          18,000.00                                      18,000.00      100%                   -
    85        DISCONNECT EXISTING WATER MAIN (P)                                 3.00   EACH                    900.00             2,700.00              3.00                  2,700.00             3.00           2,700.00                                       2,700.00      100%                   -
    86        HYDRANT (8.0' BURY)                                                5.00   EACH                  6,600.00            33,000.00              5.00                 33,000.00             5.00          33,000.00                                      33,000.00      100%                   -
    87        HYDRANT (11' BURY)                                                 1.00   EACH                  8,000.00             8,000.00              1.00                  8,000.00             1.00           8,000.00                                       8,000.00      100%                   -
    88        ADJUST VALVE BOX                                                  18.00   EACH                    300.00             5,400.00              4.00                  1,200.00            12.00           3,600.00                                       3,600.00       67%          1,800.00
    89        1" CORPORATION STOP                                               27.00   EACH                    450.00            12,150.00             26.00                 11,700.00            26.00          11,700.00                                      11,700.00       96%             450.00
    90        6" GATE VALVE AND BOX                                             16.00   EACH                  2,675.00            42,800.00             16.00                 42,800.00            16.00          42,800.00                                      42,800.00      100%                   -
    91        8" GATE VALVE AND BOX                                              2.00   EACH                  3,500.00             7,000.00              2.00                  7,000.00             2.00           7,000.00                                       7,000.00      100%                   -
    92        10" GATE VALVE AND BOX                                             2.00   EACH                  6,000.00            12,000.00              2.00                 12,000.00             2.00          12,000.00                                      12,000.00      100%                   -
    93        1" CURB STOP AND BOX                                              27.00   EACH                    500.00            13,500.00             26.00                 13,000.00            26.00          13,000.00                                      13,000.00       96%             500.00
    94        1" TYPE PE PIPE                                                  765.00   LF                       35.00            26,775.00            675.00                 23,625.00           675.00          23,625.00                                      23,625.00       88%          3,150.00
    95        DIRECTIONAL DRILL SERVICE BELOW CSAH 12                            2.00   EACH                  5,000.00            10,000.00              2.00                 10,000.00             2.00          10,000.00                                      10,000.00      100%                   -
    96        6" PVC WATERMAIN                                                  65.00   LF                       50.00             3,250.00             99.50                  4,975.00            99.50           4,975.00                                       4,975.00      153%         (1,725.00)
    97        8" PVC WATERMAIN                                                 645.00   LF                       57.00            36,765.00            645.00                 36,765.00           645.00          36,765.00                                      36,765.00      100%                   -
    98        10" PVC WATERMAIN                                              1,130.00   LF                       75.00            84,750.00          1,104.00                 82,800.00         1,104.00          82,800.00                                      82,800.00       98%          1,950.00
    99        10" PVC WATERMAIN (DIRECTIONAL DRILLED)                          780.00   LF                      185.00          144,300.00             780.00               144,300.00            780.00        144,300.00                                     144,300.00       100%                   -



                                                                                                                           EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                  (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                   2 of 5
                                                                                                                                                                                                                                                                                                           25
Progress Estimate - Unit Price Work                                                                                                                                                                                                       Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                   Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                  Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                          Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                               Agency's Project No.:
Contract:

Application No.:            10                      Application Period:       From          09/03/26             to              10/02/26                                                                                                Application Date:              10/14/26
     A                                   B                                     C                  D               E                   F                   F1                       F2                G                 H                     I                      J              K             L
                                                                                                  Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                             Work Completed      % of
                                                                                                                                                                                                Estimated       Value of Work                                 and Materials     Value of
                                                                                                                             Value of Bid Item                                                   Quantity     Completed to Date Materials Currently Stored    Stored to Date     Item
 Bid Item                                                                                                    Unit Price           (C X E)       Quantity Previous         Value Previous     Incorporated in        (E X G)             (not in G)                (H + I)        (J / F)   Balance (F - J)
    No.                             Description                           Item Quantity       Units             ($)                 ($)            Estimate                  Estimate           the Work              ($)                  ($)                      ($)           (%)           ($)
    100       4" INSULATION                                                        99.00   SY                       50.00             4,950.00              88.50                 4,425.00              88.50           4,425.00                                      4,425.00       89%             525.00
    101       WATERMAIN FITTINGS                                                2,992.00   LB                       15.00            44,880.00           2,992.00                44,880.00           2,992.00          44,880.00                                     44,880.00      100%                   -
    102       VALVE BOX TOP SECTION & CAP                                           1.00   EACH                    250.00               250.00               2.00                   500.00               2.00             500.00                                         500.00     200%            (250.00)
    103       WATERMAIN TRACER SYSTEM                                               1.00   LS                    5,000.00             5,000.00               1.00                 5,000.00               1.00           5,000.00                                      5,000.00      100%                   -
    104       REMOVE PIPE APRON                                                     1.00   EACH                    250.00               250.00               1.00                   250.00               1.00             250.00                                         250.00     100%                   -
    105       REMOVE MANHOLE OR CATCH BASIN                                         1.00   EACH                    400.00               400.00               1.00                   400.00               1.00             400.00                                         400.00     100%                   -
    106       REMOVE SEWER PIPE (STORM)                                           118.00   LF                         9.00            1,062.00             118.00                 1,062.00             118.00           1,062.00                                      1,062.00      100%                   -
    107       SALVAGE CASTING                                                       1.00   EACH                    100.00               100.00               1.00                   100.00               1.00             100.00                                         100.00     100%                   -
    108       24" RC PIPE APRON                                                     1.00   EACH                  1,500.00             1,500.00               1.00                 1,500.00               1.00           1,500.00                                      1,500.00      100%                   -
    109       TRASH GUARD FOR 24" PIPE APRON                                        1.00   EACH                  1,600.00             1,600.00               1.00                 1,600.00               1.00           1,600.00                                      1,600.00      100%                   -
    110       24" RC PIPE SEWER DESIGN 3006 CLASS III                              40.00   LF                      110.00             4,400.00              40.00                 4,400.00              40.00           4,400.00                                      4,400.00      100%                   -
    111       CONNECT TO EXISTING STORM SEWER                                       1.00   EACH                  1,000.00             1,000.00               1.00                 1,000.00               1.00           1,000.00                                      1,000.00      100%                   -
    112       CONNECT TO EXISTING DRAINAGE STRUCTURE                                2.00   EACH                  1,500.00             3,000.00               2.00                 3,000.00               2.00           3,000.00                                      3,000.00      100%                   -
    113       12" PIPE SEWER                                                       81.00   LF                       45.00             3,645.00              81.00                 3,645.00              81.00           3,645.00                                      3,645.00      100%                   -
    114       18" PIPE SEWER                                                      732.00   LF                       55.00            40,260.00             732.00                40,260.00             732.00          40,260.00                                     40,260.00      100%                   -
    115       24" PIPE SEWER                                                      219.00   LF                       68.00            14,892.00             218.00                14,824.00             218.00          14,824.00                                     14,824.00      100%              68.00
    116       CASTING ASSEMBLY (STORM)                                             13.00   EACH                  1,200.00            15,600.00               9.00                10,800.00               9.00          10,800.00                                     10,800.00       69%          4,800.00
    117       FINAL CASTING ADJUSTMENT (DONUT CUT)                                  4.00   EACH                  1,700.00             6,800.00                 -                        -                   -                  -                                              -                   6,800.00
    118       CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)                    21.00   LF                      450.00             9,450.00              21.00                 9,450.00              21.00           9,450.00                                      9,450.00      100%                   -
    119       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020                          10.20   LF                      600.00             6,120.00              10.20                 6,120.00              10.20           6,120.00                                      6,120.00      100%                   -
    120       CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020                           9.00   LF                      950.00             8,550.00               9.00                 8,550.00               9.00           8,550.00                                      8,550.00      100%                   -
    121       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022                           4.60   LF                      500.00             2,300.00               4.60                 2,300.00               4.60           2,300.00                                      2,300.00      100%                   -
    122       CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022                           6.30   LF                    1,000.00             6,300.00               6.30                 6,300.00               6.30           6,300.00                                      6,300.00      100%                   -
    123       RECONSTRUCT DRAINAGE STRUCTURE                                        9.90   LF                      700.00             6,930.00               9.90                 6,930.00               9.90           6,930.00                                      6,930.00      100%                   -
   1001       MOBILIZATION (5TH ST)                                                 1.00   LS                  10,000.00             10,000.00               1.00                10,000.00               1.00          10,000.00                                     10,000.00      100%                   -
   1002       SALVAGE SIGN                                                          1.00   EACH                     50.00                 50.00              1.00                    50.00               1.00               50.00                                         50.00     100%                   -
   1003       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                             516.00   LF                         5.00            2,580.00             567.00                 2,835.00             567.00           2,835.00                                      2,835.00      110%            (255.00)
   1004       REMOVE CURB & GUTTER                                                315.00   LF                         5.00            1,575.00             328.00                 1,640.00             328.00           1,640.00                                      1,640.00      104%             (65.00)
   1005       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                                  34.00   SY                         7.00              238.00              44.00                   308.00              44.00             308.00                                         308.00     129%             (70.00)
   1006       REMOVE BITUMINOUS PAVEMENT                                        1,541.00   SY                         5.00            7,705.00           1,659.10                 8,295.50           1,659.10           8,295.50                                      8,295.50      108%            (590.50)
   1007       EXCAVATION - COMMON (P)                                           1,216.00   CY                       16.00            19,456.00           1,216.00                19,456.00           1,216.00          19,456.00                                     19,456.00      100%                   -
   1008       EXCAVATION - SUBGRADE (P)                                           347.00   CY                       16.00             5,552.00             347.00                 5,552.00             347.00           5,552.00                                      5,552.00      100%                   -
   1009       SELECT GRANULAR EMBANKMENT (CV) (P)                                 347.00   CY                       25.00             8,675.00             347.00                 8,675.00             347.00           8,675.00                                      8,675.00      100%                   -
   1010       GEOTEXTILE FABRIC TYPE 9                                          2,847.00   SY                         2.25            6,405.75           1,984.00                 4,464.00           1,984.00           4,464.00                                      4,464.00       70%          1,941.75
   1011       AGGREGATE BASE (CV) CLASS 5 (P)                                     526.00   CY                       25.00            13,150.00             526.00                13,150.00             526.00          13,150.00                                     13,150.00      100%                   -
   1012       TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK               3,553.00   SY                         9.00           31,977.00           3,711.00                33,399.00           3,711.00          33,399.00                                     33,399.00      104%         (1,422.00)
   1013       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK              1,777.00   SY                       11.75            20,879.75           1,773.00                20,832.75           1,773.00          20,832.75                                     20,832.75      100%              47.00
   1014       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                  25.00   SY                       38.25               956.25              15.00                   573.75              15.00             573.75                                         573.75      60%             382.50
   1015       6" PERF PVC PIPE DRAIN                                              795.00   LF                       15.00            11,925.00             822.00                12,330.00             822.00          12,330.00                                     12,330.00      103%            (405.00)
   1016       6" PVC PIPE DRAIN CLEANOUT                                            4.00   EACH                    300.00             1,200.00               4.00                 1,200.00               4.00           1,200.00                                      1,200.00      100%                   -
   1017       4" CONCRETE WALK                                                  3,535.00   SF                         7.50           26,512.50           3,851.00                28,882.50           3,851.00          28,882.50                                     28,882.50      109%         (2,370.00)
   1018       6" CONCRETE WALK                                                    335.00   SF                       12.25             4,103.75             254.50                 3,117.63             254.50           3,117.63                                      3,117.63       76%             986.12
   1019       TRUNCATED DOMES                                                      90.00   SF                       55.00             4,950.00              90.00                 4,950.00              90.00           4,950.00                                      4,950.00      100%                   -
   1020       CONCRETE CURB AND GUTTER DESIGN B618                                855.00   LF                       25.75            22,016.25             888.40                22,876.30             888.40          22,876.30                                     22,876.30      104%            (860.05)
   1021       7" CONCRETE VALLEY GUTTER                                           117.00   SY                       95.00            11,115.00             101.00                 9,595.00             101.00           9,595.00                                      9,595.00       86%          1,520.00
   1022       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                           40.00   SY                       92.50             3,700.00              32.80                 3,034.00              32.80           3,034.00                                      3,034.00       82%             666.00
   1023       CONCRETE SILL                                                       420.00   LF                       12.50             5,250.00             413.00                 5,162.50             413.00           5,162.50                                      5,162.50       98%              87.50
   1024       TRAFFIC CONTROL (5TH ST)                                              1.00   LS                    1,525.00             1,525.00               1.00                 1,525.00               1.00           1,525.00                                      1,525.00      100%                   -
   1025       INSTALL SIGN                                                          1.00   EACH                    350.00               350.00               1.00                   350.00               1.00             350.00                                         350.00     100%                   -
   1026       STABILIZED CONSTRUCTION EXIT                                          1.00   LS                      500.00               500.00                 -                        -                   -                  -                                              -                      500.00
   1027       STORM DRAIN INLET PROTECTION                                          9.00   EACH                    200.00             1,800.00                 -                        -                   -                  -                                              -                   1,800.00



                                                                                                                              EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                     (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                    3 of 5
                                                                                                                                                                                                                                                                                                               26
Progress Estimate - Unit Price Work                                                                                                                                                                                                      Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                  Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                 Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                         Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                              Agency's Project No.:
Contract:

Application No.:            10                     Application Period:       From          09/03/26             to              10/02/26                                                                                                Application Date:              10/14/26
     A                                   B                                    C                  D               E                   F                   F1                       F2                G                 H                     I                      J              K              L
                                                                                                 Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                            Work Completed      % of
                                                                                                                                                                                               Estimated       Value of Work                                 and Materials     Value of
                                                                                                                            Value of Bid Item                                                   Quantity     Completed to Date Materials Currently Stored    Stored to Date     Item
 Bid Item                                                                                                   Unit Price           (C X E)       Quantity Previous         Value Previous     Incorporated in        (E X G)             (not in G)                (H + I)        (J / F)    Balance (F - J)
    No.                             Description                          Item Quantity       Units             ($)                 ($)            Estimate                  Estimate           the Work              ($)                  ($)                      ($)           (%)            ($)
   1028       SILT FENCE; TYPE MS                                                523.00   LF                         2.25            1,176.75                 -                        -                   -                  -                                              -                    1,176.75
   1029       SEDIMENT CONTROL LOG TYPE WOOD FIBER                                60.00   LF                         5.00              300.00             700.00                 3,500.00             700.00           3,500.00                                      3,500.00    1167%           (3,200.00)
   1030       SEDIMENT CONTROL LOG TYPE ROCK                                      40.00   LF                         5.00              200.00                 -                        -                   -                  -                                              -                       200.00
   1031       COMPOST GRADE 2                                                     39.00   CY                       30.00             1,170.00                 -                        -                   -                  -                                              -                    1,170.00
   1032       FERTILIZER TYPE 3                                                   29.00   LB                         2.50                72.50                -                        -                   -                  -                                              -                        72.50
   1033       SODDING                                                            700.00   SY                         7.00            4,900.00           1,033.00                 7,231.00           1,033.00           7,231.00                                      7,231.00      148%          (2,331.00)
   1034       RAPID STABILIZATION METHOD 2                                       350.00   SY                         3.00            1,050.00                 -                        -                   -                  -                                              -                    1,050.00
   1035       TOPSOIL PREPARATION                                                700.00   SY                         2.50            1,750.00           1,033.00                 2,582.50           1,033.00           2,582.50                                      2,582.50      148%             (832.50)
   1036       TURF MAINTENANCE (5TH ST)                                           30.00   DAY                     100.00             3,000.00               7.00                   700.00               7.00             700.00                                         700.00      23%           2,300.00
   1037       REMOVE HYDRANT                                                       1.00   EACH                    400.00               400.00               1.00                   400.00               1.00             400.00                                         400.00     100%                    -
   1038       REMOVE WATERMAIN PIPE                                              538.00   LF                         5.00            2,690.00             553.00                 2,765.00             553.00           2,765.00                                      2,765.00      103%              (75.00)
   1039       CONNECT TO EXIST WATERMAIN                                           2.00   EACH                  1,500.00             3,000.00               2.00                 3,000.00               2.00           3,000.00                                      3,000.00      100%                    -
   1040       ADJUST VALVE BOX                                                     2.00   EACH                    300.00               600.00               2.00                   600.00               2.00             600.00                                         600.00     100%                    -
   1041       6" GATE VALVE & BOX                                                  3.00   EACH                  2,500.00             7,500.00               3.00                 7,500.00               3.00           7,500.00                                      7,500.00      100%                    -
   1042       6" PVC WATERMAIN                                                    15.00   LF                    3,500.00            52,500.00               0.40                 1,400.00               0.40           1,400.00                                      1,400.00         3%         51,100.00
   1043       8" PVC WATERMAIN                                                   520.00   LF                       55.00            28,600.00             494.80                27,214.00             494.80          27,214.00                                     27,214.00       95%           1,386.00
   1044       HYDRANT (8' BURY)                                                    1.00   EACH                  6,500.00             6,500.00               1.00                 6,500.00               1.00           6,500.00                                      6,500.00      100%                    -
   1045       WATERMAIN FITTINGS                                                 300.00   LB                       15.25             4,575.00             457.90                 6,982.98             457.90           6,982.98                                      6,982.98      153%          (2,407.98)
   1046       WATERMAIN TRACER SYSTEM (5TH ST)                                     1.00   LS                    5,000.00             5,000.00               1.00                 5,000.00               1.00           5,000.00                                      5,000.00      100%                    -
   1047       REMOVE MANHOLE OR CATCH BASIN                                        1.00   EACH                    500.00               500.00               1.00                   500.00               1.00             500.00                                         500.00     100%                    -
   1048       REMOVE SEWER PIPE (STORM)                                           85.00   LF                         9.00              765.00              71.00                   639.00              71.00             639.00                                         639.00      84%              126.00
   1049       CONNECT TO EXISTING STORM                                            2.00   EACH                  1,250.00             2,500.00               2.00                 2,500.00               2.00           2,500.00                                      2,500.00      100%                    -
   1050       CONNECT TO EXISTING DRAINAGE STRUCTURE                               1.00   EACH                  1,500.00             1,500.00               1.00                 1,500.00               1.00           1,500.00                                      1,500.00      100%                    -
   1051       18" PIPE SEWER                                                      46.00   LF                       55.00             2,530.00              72.20                 3,971.00              72.20           3,971.00                                      3,971.00      157%          (1,441.00)
   1052       STORM SEWER CASTING ASSEMBLY                                         2.00   EACH                  1,200.00             2,400.00               3.00                 3,600.00               3.00           3,600.00                                      3,600.00      150%          (1,200.00)
   1053       CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)                    4.30   LF                      450.00             1,935.00               4.30                 1,935.00               4.30           1,935.00                                      1,935.00      100%                    -
   1054       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022                          5.20   LF                      500.00             2,600.00               5.20                 2,600.00               5.20           2,600.00                                      2,600.00      100%                    -
   1055       CONSTRUCTION ALLOWANCE (5TH ST)                                 18,000.00   UNIT                       1.00           18,000.00         20,846.40                 20,846.40          20,846.40          20,846.40                                     20,846.40      116%          (2,846.40)
   2001       MOBILIZATION (FOREST M&O)                                            1.00   LS                    5,000.00             5,000.00               1.00                 5,000.00               1.00           5,000.00                                      5,000.00      100%                    -
   2002       BITUMINOUS PATCH SPECIAL (PARTIAL DEPTH)                           110.00   SY                       38.25             4,207.50                 -                        -                   -                  -                                              -                    4,207.50
   2003       MILL BITUMINOUS PAVEMENT (2")                                    2,832.00   SY                         3.00            8,496.00           2,832.00                 8,496.00           2,832.00           8,496.00                                      8,496.00      100%                    -
   2004       BITUMINOUS MATERIAL FOR TACK COAT                                  283.00   GAL                        3.50              990.50             175.00                   612.50             175.00             612.50                                         612.50      62%              378.00
   2005       TYPE SP 12.5 WEARING COURSE MIXTURE (3;B) 2.0" THICK             2,832.00   SY                       11.00            31,152.00           2,672.00                29,392.00           2,672.00          29,392.00                                     29,392.00       94%           1,760.00
   2006       ADJUST VALVE BOX                                                     2.00   EACH                    300.00               600.00                 -                        -                   -                  -                                              -                       600.00
   2007       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          15.00   SY                       92.50             1,387.50              10.00                   925.00              10.00             925.00                                         925.00      67%              462.50
   2008       TRAFFIC CONTROL (FOREST ST M&O)                                      1.00   LS                      700.00               700.00               1.00                   700.00               1.00             700.00                                         700.00     100%                    -
   2009       CONSTRUCTION ALLOWANCE (FOREST ST M&O)                           1,000.00   UNIT                       1.00            1,000.00                 -                        -                   -                  -                                              -                    1,000.00
   3001       MOBILIZATION (RED WING AVE)                                          1.00   LS                    2,000.00             2,000.00               1.00                 2,000.00               1.00           2,000.00                                      2,000.00      100%                    -
   3002       TREE CLEARING                                                        1.00   EACH                  1,200.00             1,200.00               1.00                 1,200.00               1.00           1,200.00                                      1,200.00      100%                    -
   3003       TREE GRUBBING                                                        1.00   EACH                    500.00               500.00               1.00                   500.00               1.00             500.00                                         500.00     100%                    -
   3004       SALVAGE SIGN                                                         1.00   EACH                     50.00                 50.00              1.00                    50.00               1.00               50.00                                         50.00     100%                    -
   3005       REMOVE CURB & GUTTER                                                15.00   LF                         5.00                75.00             15.00                    75.00              15.00               75.00                                         75.00     100%                    -
   3006       EXCAVATION - COMMON (P)                                            167.00   CY                       16.00             2,672.00             167.00                 2,672.00             167.00           2,672.00                                      2,672.00      100%                    -
   3007       4" CONCRETE WALK                                                 1,545.00   SF                         7.50           11,587.50           1,540.00                11,550.00           1,540.00          11,550.00                                     11,550.00      100%               37.50
   3008       6" CONCRETE WALK                                                    85.00   SF                       12.25             1,041.25              81.00                   992.25              81.00             992.25                                         992.25      95%               49.00
   3009       TRUNCATED DOMES                                                     10.00   SF                       55.00               550.00              10.00                   550.00              10.00             550.00                                         550.00     100%                    -
   3010       CONCRETE CURB AND GUTTER DESIGN B618                                15.00   LF                       25.75               386.25              15.00                   386.25              15.00             386.25                                         386.25     100%                    -
   3011       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          25.00   SY                       92.50             2,312.50              19.20                 1,776.00              19.20           1,776.00                                      1,776.00       77%              536.50
   3012       STORM DRAIN INLET PROTECTION                                         2.00   EACH                    200.00               400.00                 -                        -                   -                  -                                              -                       400.00
   3013       SEDIMENT CONTROL LOG TYPE ROCK                                      10.00   LF                         5.00                50.00                -                        -                   -                  -                                              -                        50.00
   3014       COMPOST GRADE 2                                                     30.00   CY                       30.00               900.00                 -                        -                   -                  -                                              -                       900.00



                                                                                                                             EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                                                                                                                                                                                                            4 of 5
                                                                                                              (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                              27
Progress Estimate - Unit Price Work                                                                                                                                                                                                       Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                    Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                   Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                           Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                                Agency's Project No.:
Contract:

Application No.:            10                    Application Period:       From           09/03/26             to             10/02/26                                                                                                   Application Date:              10/14/26
     A                                 B                                     C                D               E                     F                   F1                       F2                G                 H                       I                       J              K            L
                                                                                              Contract Information                                           Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                 Work Completed      % of
                                                                                                                                                                                     Estimated       Value of Work                                and Materials     Value of
                                                                                                                          Value of Bid Item                                           Quantity     Completed to Date Materials Currently Stored   Stored to Date     Item
 Bid Item                                                                                                  Unit Price          (C X E)       Quantity Previous   Value Previous   Incorporated in        (E X G)             (not in G)               (H + I)        (J / F)   Balance (F - J)
    No.                             Description                         Item Quantity        Units             ($)               ($)            Estimate            Estimate         the Work              ($)                  ($)                     ($)           (%)           ($)
   3015       FERTILIZER TYPE 3                                                  23.00   LB                         2.50               57.50                -                  -                 -                 -                                              -                       57.50
   3016       SODDING                                                           535.00   SY                         7.00           3,745.00             544.00           3,808.00          544.00            3,808.00                                     3,808.00      102%            (63.00)
   3017       RAPID STABILIZATION METHOD 2                                      268.00   SY                         3.00             804.00                 -                  -                 -                 -                                              -                     804.00
   3018       INSTALL SIGN                                                        1.00   EACH                    350.00              350.00               1.00             350.00             1.00             350.00                                        350.00     100%                   -
   3019       TOPSOIL PREPARATION                                               535.00   SY                         2.50           1,337.50             544.00           1,360.00          544.00            1,360.00                                     1,360.00      102%            (22.50)
   3020       TURF MAINTENANCE (RED WING AVE WALK)                               30.00   DAY                     500.00           15,000.00               7.00           3,500.00             7.00           3,500.00                                     3,500.00       23%         11,500.00
   3021       CONSTRUCTION ALLOWANCE (RED WING AVE WALK)                      1,000.00   UNIT                       1.00           1,000.00                 -                  -                 -                 -                                              -                   1,000.00
                                                                                                 Original Contract Totals $   2,294,629.25                     $    2,117,018.53                   $    2,169,260.38 $                      -   $    2,169,260.38        95% $     125,368.87

                                                                                                                                              Change Orders
    209       10" PVC WATERMAIN (DIRECTIONAL DRILLED)                         (204.40) L F                        185.00          (37,814.00)           (204.40)             (37,814.00)           (204.40)        (37,814.00)                                      (37,814.00)     100%                   -
                                                                                                                                          -                                                                                -                                                 -                             -
                                                                                                      Change Order Totals $       (37,814.00)                    $           (37,814.00)                      $    (37,814.00) $                      -       $     (37,814.00)     100% $             -

                                                                                                                                   Original Contract and Change Orders
                                                                                                            Project Totals $    2,256,815.25                       $   2,079,204.53                           $   2,131,446.38 $                      -       $   2,131,446.38          94% $   125,368.87




                                                                                                                            EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                   (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                      5 of 5
                                                                                                                                                                                                                                                                                                               28
Retainage Summary                                                                                                                                                                       Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                      Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                     Engineer's Project No.:                        24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                            Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                 Agency's Project No.:
Contract:

Application No.:            10                                 Application Period:        From               09/03/26                 to                 10/02/26                                Application Date:       10/14/26
                                                                                 A                                                                                                 B                     C                  D
Summary of Retainage:                                                                                                                                                        Estimated Cost     Calculation Factor    Amount Retained

                                                       Percent Retainage (1% of work substantially completed)                                                                     1%                 2,131,446.38 $          21,314.46

     Location                                                           Punch List Description & Cost Estimation

      8th St        Replace sod below lawn repairs                                                     5 repairs at $100/each                                            $             500.00         250%           $        1,250.00
   Misc/General     Swap Sewer castings with correct/specified lid                                     $500 total                                                        $             500.00         250%           $        1,250.00

                                                                                                                                                                                           PUNCH LIST SUBTOTAL: $             2,500.00
                                                                                                                                                                                             RETAINAGE TOTAL: $              23,814.46
Total Amount Retained includes 1% of work completed and 250% of value of remaining punch list items.
See most recent punch list for additional detail. List above may not include all repairs on the current punch list.




                                                                                        EJCDC C-620 Contractor's Application for Payment
Retainage Summary                                                        (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                        1 of 1   29
                                                                    AGENDA ITEM NO.
                                                                    VIIB.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 13, 2026

SUBMITTED BY:                 Holli Gudknecht, Engineering

ITEM TYPE:                    Engineering

AGENDA SECTION:               ENGINEERING

SUBJECT:                      Trunk Highway 60 Utility Scoping Report

SUGGESTED ACTION:             See the attachments.

                              Requested Action:
                              Motion accepting report and directing staff and city engineer to
                              continue planning activity with city financial advisor and MnDOT.

ATTACHMENTS:
TH 60 Scoping Report_v1-reduced.pdf




                                                                                                  30
                                                                                                             2900 43rd Street NW
                                                                                                                         Suite 100
                                                                                                             Rochester, MN 55901

                                                                                                            Phone: (507) 208-4332
                                                                                                                Bolton-Menk.com


October 6, 2026

Scott Lehner, City Administrator

RE:          TH 60 Utility Study
             City of Kenyon
             Project No.: 26X.142183.000

Mr. Lehner:

This letter provides a planning level utility study for use in scoping the city’s potential involvement in
MnDOT’s planned Trunk Highway (TH) 60 improvements through Kenyon. The study area is provided
below.




Background
In 2024, the city was notified that MnDOT was planning a pavement improvement project for TH 60. The
state inquired about the status of city infrastructure within the project limits, as improvements to this
infrastructure may impact the state’s project scope if MnDOT and the city were to partner on the
project. Since there are many city-owned underground utilities within the project corridor, the city
ordered a planning level study of utility conditions to evaluate the need for potential improvements to



H:\KENYON_CI_MN\_General\Potential Projects\TH 60\2026 Utility Investigation\TH 60 Scoping Report_v1.docx



                                                                                                                                     31
Name: TH 60 Utility Study
Date: 10/6/2026
Page: 2

these systems in conjunction with the project. The study was primarily focused on water distribution
and sanitary sewer piping.

Evaluation & Findings
Sanitary Sewer
Sanitary sewer within the TH 60 right-of-way was televised over the summer of 2026. Televising was
reviewed and key findings are provided in Figure A-1 through A-3.

 Overall, the condition sanitary collection piping within the TH 60 right of way is generally classified as
slightly to moderately poor. The majority of pipe materials are vitrified clay pipe which is original to the
city’s collection system from the 1940’s or earlier. Although no major structural deficiencies were
observed, this type of pipe does not have watertight joints and is susceptible to groundwater intrusion.
In Kenyon, the volume of groundwater entering the system is a significant problem which results in
overloading of the wastewater treatment facility during times of excessive rainfall and high
groundwater. Some mainline segments have been structurally lined, which both supports pipe and
reduces infiltration through the mainline pipe; however; service connections remain unlined and
susceptible to infiltration. Rehabilitation or replacement of most sanitary mains within the study area
are warranted, but in our opinion, improvement needs are not imminent.

There are a limited number of snaked or shared service lines within downtown and areas east. Shared
service lines are difficult to maintain and should be separated at the next available opportunity. The
shared service extending west from the Spring Street intersection should be replaced with a new main
at some point in the future. Alternatively, this line could also be located and fitted with additional
cleanouts which will allow for proper maintenance access until mainline is extended at a later date.

Water Distribution
Watermain pipe within TH 60 is comprised of 6” to 8” diameter pipe. Most of the piping is cast iron, but
two blocks of downtown were replaced with ductile iron in the late ‘80s. Cast iron pipe is no longer used
in new and replacement water systems because it is relatively brittle and susceptible to breaks;
especially when the pipe exposed to corrosive soils. The KMU utility superintendent as reported various
watermain breaks and water service connection failures over the past few decades. Based on
conversations with KMU staff, we do not believe the risk of excessive failures is significant; however, if
this pipe remains in use, some localized failures should be expected. Additional details regarding the
condition of the existing water system are provided in Figure B-1 through B-3.

Portions of the piping within 2nd Street (east-west portion of TH 60) and Red Wing Ave (North-South
portion) should also be upsized to allow for higher fire flows on the outer reaches of the distribution
system.

Similar to the sanitary system, replacement of most watermains within TH 60 is warranted; however,
the city may consider limiting improvements to localized areas within the project if full replacement is
found to be fiscally unfeasible.




H:\KENYON_CI_MN\_General\Potential Projects\TH 60\2026 Utility Investigation\TH 60 Scoping Report_v1.docx



                                                                                                               32
Name: TH 60 Utility Study
Date: 10/6/2026
Page: 3

Other Considerations
Although a detailed review of pedestrian accommodation and connectivity within the corridor was not
included in this analysis, multiple comments and observations have been collected over the past several
years.
      Improved pedestrian crossing(s) at State St, Washington St and Bullis St should be considered.
        These crossings are commonly used by children, especially during summer months when
        traveling to and from the city pool
      A pedestrian crossing and sidewalk extension should be considered to connect Dollar General to
        the remainder of the city’s sidewalk network.
      Sidewalk or trail extensions should be considered on the north end of TH 60, between Front
        St/Pine St and the TH 56 intersection.

It should be noted that the state conducts its own pedestrian and bike facility inventory and assessment
as part of their early scoping studies. We will review these studies when they become available and
relay known deficiencies.

Scoping Options
The state’s current project scope is currently comprised of:
     Mill and overlay of existing bituminous pavement
     Minor drainage pipe and structure improvements
     Localized replacement of sidewalk improvements

The project is currently planned for construction in 2030.

The city’s involvement and associated cost share within the project will depend on the overall scope of
utility improvements desired. The scope alternatives below provide a planning-level understanding of
impacts to the overall project. City cost and schedule impacts are estimated for each alternative. It
should be noted that these impacts are very high-level and will require additional study prior to moving
forward with a given alternative, especially for those alternatives with a substantial level of city
improvements. Any level of city involvement will require additional investigation to verify scope and
estimate costs in greater detail. Costs provided below are provided in 2026/7 dollars and should be
adjusted for inflation if used in capital planning.

Alternative 1 – Do Nothing
If the city would like to move forward without any city infrastructure improvements, the state’s project
would remain unaffected from the scope provided above. Some minimal planning and construction
effort would still be required to review plans, coordinate utility structure adjustments to accommodate
new pavement.

The service life of pavement overlays is roughly 15 to 20 years. Taking this into consideration, the next
opportunity for the city to complete a significant level of utility improvements will be in the 2040s or
‘50s. Utility improvements or repairs completed outside of a project window will require that the city
absorb the high cost of overlying surface replacement.

             Estimated City Costs:                     Minimal
             Schedule Impacts:                         None (2030 Construction)


H:\KENYON_CI_MN\_General\Potential Projects\TH 60\2026 Utility Investigation\TH 60 Scoping Report_v1.docx



                                                                                                            33
Name: TH 60 Utility Study
Date: 10/6/2026
Page: 4


Alternative 2 – Full Replacement
Full replacement of utilities within the TH 60 right-of-way will provide an opportunity for the city to
address all long-term needs of the project corridor. A request of this nature will still require concurrence
of the state. If approved, the city would enter into a cooperative agreement with the state, which would
define the responsibilities and cost shares associated with the project.

Utility replacement would require that surface improvements for the roadway surface be rescoped from
overlay to a full reconstruction of the entire pavement structure. In most cases, these projects
commonly result in travel lane and parking width changes and layout modifications.

Reconstructions have a service life of 50+ years. Following completion, risks associated with utility
failures and upgrades are minimal.

             Estimated City Costs:                     $3-$4 Million
             Schedule Impacts:                         Project would likely be delayed to mid- to late 2030’s

Alternative 3 – Partial Replacements
This alternative would consist of the city completing only the most critical repairs or replacements in
localized areas of the project. A large portion of utilities within the project will still require replacement
(and related full reconstruction of overlying surfaces) during a future project, but the facilities which
pose the highest risk of failure over the next few decades would be addressed.

If the city moves forward with this option, the actual scope (and associated costs) of the project can be
easily modified based on the specific list of improvements desired by the city. The specific scope
identified in this study and used for the estimates provided below are illustrated in Figure C-1 through
C-2.

With this alternative, we assume the state will still move forward with a pavement overlay and localized
repairs to city utilities will require localized pavement patching. An agreement will still be required with
the state to move forward with this project; but the nature of the agreement and project is far less
complex than a full reconstruction.

             Estimated City Costs:                     ~$550,000 - $650,000
             Schedule Impacts:                         None (2030 Construction, pending state verification)

Recommendation
Based on the current condition of utilities, we believe it would be appropriate for the city to move
forward with Alternative 3, partial replacement of city infrastructure within the TH 60 right-of-way. This
scope will allow the city to address the most pertinent needs of utility systems within the project,
without the financial burden of a full reconstruction project. With this scope, the city should recognize
that full replacement of utilities within TH 60 will still be needed at a later date; most likely, during the
state’s next major improvement project in 15-20 years.

On October 5th, we met with the MnDOT District 6 Planning Director and Project Manager to review this
scope. Although no formal approvals can be issued at this time, the state had no major concerns with


H:\KENYON_CI_MN\_General\Potential Projects\TH 60\2026 Utility Investigation\TH 60 Scoping Report_v1.docx



                                                                                                                 34
Name: TH 60 Utility Study
Date: 10/6/2026
Page: 5

the recommended city scope. They will continue to wait for final decisions from the city council
regarding the project scope.

If the council concurs with the recommendations of this report, the next step will include coordination
with the city’s financial advisor to update the capital improvement plan and evaluate fiscal impacts.

Please contact me with any questions regarding this report.

Sincerely,
Bolton & Menk, Inc.


Derek Olinger, P.E.
City Engineer

Attachments:               Figure A1-A3 – Existing Sanitary Sewer Evaluation
                           Figure B1-B3 – Existing Water System Evaluation
                           Figure C1-C2 – Partial Replacement Options for City Infrastructure w/in TH 60




H:\KENYON_CI_MN\_General\Potential Projects\TH 60\2026 Utility Investigation\TH 60 Scoping Report_v1.docx



                                                                                                            35
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Map Document: \\arcserver1\GIS\KENYON_CI_MN\_Basemap\ESRI\Pro\2023\Utility Map Series\KENYON_CI_MN_Utility_Map_Series.aprx | Username: Ben.Oman | Date Saved: 11/8/2023 2:39 PM
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5 MH-020                                                                                                          KC-020                  PC-020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RY
                                                                                                                                                                                                                                                                                                                                                                                                 ZR-080                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TE
                                                                                                                                                                                                                                                                                                                                                                                     12"                   !
                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                  LL
                                                                                                                                                                                                                                                                                                                                                               ZR-090
                                                                                                                                                                                                                                                                                                                                                                           !
                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                        EN
                                                                                                                                                                                                                                                                                                                                                                                                                                             HI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ME                                                                                                                             D1          D2
                                                                                                                                                                                                                                                                                                                                                                                                                                G   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                                                                                                                                                                             MO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8"
                                                                                                                                                                                                                                                                                                                                             "
                                                                                                                                                                                                                                                                                                                                                                                                                             !
                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                                 MH-030
                                                                                                                                                                                                                                                                                                                                       12


                                                                                                                                                                                                                                                                                                                                                                                                                                  8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PC-030                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     13
                                                                                                                                                                                                                                                                   62
                                                                                                                                                                                                                                                                      6


                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                          5 ZR-100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                                                                                               MHA-040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                           !
                                                                                                                                                                                                                                                                                                                                                                                                           5

                                                                                                                                                                                                                                                                             "                                                                                                                                                                                                                                                                                                   8"                                                                               Sanitary Pipe (By Material)
                                                                                                                                                                                                                                                                           12                                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5 KC-030
                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                       626
                                                                                                                                                                                                                                                                                                                                   No TV                 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CIPP
                                                                                                                                                                                                                                   ZR-110Concrete block MH
                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                Inaccessible                                                                                                                                                                                                                                                                                                                                                                                                            PVC
                                                                                                                                                                                                                                                                                                                                              MHA-030
                                                                                                                                                                                                                           12"
                                                                                                                                                                                                                                                                                                                                                      !
                                                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                     CR-020                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5 PC-040
                                                                                                                                                                                                                                                                                                                                             8"                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UNK
                                                                                                                                                                                                                                 614                                                                                                                                                                                             10                                                      8"             !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                   ZR-120                                                                                        MHA-010                                                                                                                       10
                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                          5            !
                                                                                                                                                                                                                                                                                                                       5                                                                                                                                            T                                                                                                                                                                                                   VCP
                                                                                                                                                                                      "  !
                                                                                                                                                                                         5                                                     Sanitary mains                                                  8"          MHA-020                                                                                                                              SS S         !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5                                                                              8"                                                                 103
                                                                                                                                                                                   12                                                                                                                                                                                                                                                                 CRO                        CR-010
                                                                                                                                                                                                                                               undersized                                                                                                                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (    Sanitary Curb Stop
                                                                                                                                                                                                                                                                                                          8"                                                                                                                                                                                                                                                        PC-050
                                                                                                                                                                                        12"                                                    NORTH ST                                                                          706               708                     712                         Material change                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5                                                                                                  !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5    Sanitary Grinder Station
                                                                                                                                                                                                                                                                                                              NO-020




                                                                                                                                                                                                                                                                                                                                                                                       LANGFORD AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19
                                                                                                                                                                                        NO-010
                                                                                                                                                                                                          !
                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                       8"
                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                          5                                                                                            to PVC at MH                                                                                                                                                                                                                                                $
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1    Sanitary Clean Out
                                                                                                                                                                                                                                                                                                          8"                       MART ST                             MR-020                     17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5    Sanitary Manhole
                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                          5                                                                      !
                                                                                                                                                                                                                                                                                                                                                                                 5                                                                                                                                                                                     8"
                                                                                                                                                                                        12                                 603         607       613         617           621      12                        MR-010                         8"                                                                                                                                                                                                                                                                                                                    Ú
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   [    Sanitary Lift Station




                                                                                                                                                                                                    OAK ST 12"
                                                                                                                                                                                                                                       Medium cracks &                                                                                                                                                                                                                                  8"




                                                                                                                                                                                                                                                                                           RED WING AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           S LE E
                                                                                                                                                                                                                                       sags throughout                                                                15                                                                                                                                                                                                                                                                                                                                                Sanitary Forcemain

                                                                                                                                                                                                                                                                                                                                       707         711       717                                                                                                                                                                                                              PC-060                                                                                    Pressure Service Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                             ST         23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                      19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Service Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8"
                                                      528                                                                                                                               534                                614         618       624     628
                                                                                                                                                                                                                                               Moderate Sag          634         20                                                                                                                                                                                                                                PN-010
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Conditional Pipe Rating                                                                  City Limits
                                                                                                                                                                                        Material change                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8"
                                                                                                                                                                                        to PVC at MH
                                                                                                                                                                                        12"
                                                                                                                                                                                                           !
                                                                                                                                                                                                           5
                                                                                                                                                                                                                 FT-030                         FRONT ST
                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                           @
                                                                                                                                                                                                                                                                                           ?
                                                                                                                                                                                                                                                                                           56
                                                                                                                                                                                                                                                                                                    !
                                                                                                                                                                                                                                                                                                    5 FT-010
                                                                                                                                                                                                                                                                                                                702         706                  714          718          722
                                                                                                                                                                                                                                                                                                                                                                                                      19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PN-020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Very Poor - Missing/Broken Pipe, Frequent/Heavy Infiltration
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Moderately Poor - Structural Deficiencies, Frequent Roots & Infiltration                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Parcels

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Feet
                                                                                                                                                                                                                           10"                    FT-020               10"                 10"                                                                                                                                                                                                               110
                                                                                                                                                                                                                                                                                 PN-030                                10"                             PN-040 10"                                                                                                                103                                             ST        Slightly Poor - Few Structural Deficiencies, Some Roots & Infiltration                                                 Source: City of Kenyon, Goodhue County
                                                                                                                                                                                        27
                                                                                                                                                                                                                                                                                                    !
                                                                                                                                                                                                                                                                                                    5                                             !
                                                                                                                                                                                                                                                                                                                                                  5                                    !
                                                                                                                                                                                                                                                                                                                                                                                       5 PN-050
                                                                                                                                                                                                                                               Broken pipe at MH            26                                             PINE ST                                                                                                801                                                                  8"
                                                                                                                                                                                                          605              609           619           627           631         26                                                                                                                                                                                                                                                         Satisfactory (Clay)!-PC-070
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Very Few Visible Deficiencies, Joints may Infiltrate


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          B2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                        33                                                                                                                                                                                                                                                                                         111                            116                     1000

                                                                                                                                                                                                                                   8"                                                                                                        8"
                                                                                                                                                                                                                                                                                                                                                                   108                                                                                                                                                                      Satisfactory (PVC) - Very Few Visible Deficiencies, Gasketted Joints
                                                                                                                                                                                                                                                                                                                           109                                                       10"                                                                                               115                   PNA-030                                                             8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5                                  Satisfactory (CIPP) - Very Few Visible Deficiencies, CIPP Lined Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 121
                                                                                                                                                                                                        608                614           620           626            632        26                                                                                110
                                                                                                                                                                                                                                                                                                                PNA-020 8" PNA-010                                                                                                                                                                           8"
                                                                                                                                                                                    604
                                                                                                                                                                                                                                                                                                                      115 !
                                                                                                                                                                                                                                                                                                                          5                       !
                                                                                                                                                                                                                                                                                                                                                  5                114                                                                                                                               123                                                                                                                                                          November 2023                            Page 4 of36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                      110                                                               108                                                        204               208         216                        222
                                                                                                                                                                                                                                                                                                    8"                                                                                                 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    304                              416           418                      420                                          504                 510          516           522            12"
                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                 "
                                                                                                                                                                                                                                                                                                         ! WE-010
                                                                                                                                                                                                                                                                                                         5                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                       ST-020
                                                                                                                                                                                                                                                                                                                                                                                                                         12"
                                                                                                                                                                                                                                                                                                                                                                                                                                           Figure A-2
                                                                                                                                                                                                                                                                                                                                                                                                                                           1S-050 12"
                                                                                                                                                                                                                                                                                                                                                                                                                                           !
                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                       6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1S-060                                                                            1ST ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1S-040 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SP-030
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1S-030                   8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FR-030
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5                                    City of Kenyon, MN
                                                                                                                                                                                                                  ZR-220
                                                                                                                                                                                                                              !
                                                                                                                                                                                                                              5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BULLIS ST
                                                                                                                                                                                                                                                                                                                                                                       106                                         103                                                      104
                                                                                                                                                                                                                               2"                                                                                                                                                                                                                6"                                                                                                                                 103                                                      104
                                                                                                                                                                                                                                                                                                                          8"                                                                                                               6"                                                                                                                                                                                                                                                                                            100
                                                                                                                                                                                                                              98 1                                                                                                           106                                                                                     207                                                                303                                                                                          415                 419
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8"                                                                                     12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          103
                                                                                                                                                                                                                       12"
                                                                                                                                                                                                                         ! ZR-230
                                                                                                                                                                                                                         5                                                                                          120
                                                                                                                                                                                                                                                                                                                      Medium cracks &
                                                                                                                                                                                                                                                                                                                                                                                                                                                     215                           8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             509          515                                                                Sanitary Sewer System
                                                                                                                                                                                                                          ! ZR-240
                                                                                                                                                                                                                          5                   100
                                                                                                                                                                                                                                                                                                                      offsets throughout 110                                                                       107                                                      110                                                                                                     109                                                      108
                                                                                                                                                                                                                       12"                                                                                                                                                                                                                                                                                                                                                                       SPA-020 8"                                                                                                                             100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SPA-010
                                                                                                                                                                                                                         ! ZR-250
                                                                                                                                                                                                                         5                     8"                                   WE-030                                             !
                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                           WE-020
                                                                                                                                                                                                                                                                                                                                                                                                       8"                                                                                                                                                               !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SP-040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"                       LOCATION MAP
                                                                                                                                                                                  New MH ZR-255                                                                                !
                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                            SPA-030                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FR-040
                                                                                                                                                                                                                                                                                                                                                                                                                                Material change WA-010
                                                                                                                                                                                                                                                                                                                                                                                                                                                  to PVC                                                                                                                                              Possible combined services
                                                                                                                                                                                                                                                                       102            110                                                                                   136
                                                                                                                                                                                                                                                                                                                           120                    132                                                                                                                                                   304

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     @
                                                                                                                                                                                                                 12"                                                                                                                                                                                               208               216                !
                                                                                                                                                                                                                                                                                                                                                                                                                                                        5                                                                 310                      108                        404
                                                                                                                                                                                                                                                                                                                                                                                                                                             222                                                                                                                                           408         412         418              424            116                             115       508         510       514
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         516
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               530
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         524
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         528
                                                                                                                                                                                                                                                                                                               No active services                                                                                               Minor joint offset                                                                                                                                                                              TV stops short
                                                                                                                                                                                                         12"
                                                                                                                                                                                                        ZR-260
                                                                                                                                                                                                                 !
                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                     12"                        8"
                                                                                                                                                                                                                                                                       !
                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                               ?
                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                               @60
                                                                                                                                                                                                                                                                                             8"
                                                                                                                                                                                                                                                                                                                                           2ND ST
                                                                                                                                                                                                                                                                                                                                                                                                       !
                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                                                            ST-030
                                                                                                                                                                                                                                                                                                                                                                                                                                Moderate sag throughout
                                                                                                                                                                                                                                                                                                                                                                                                                                           8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2S-090                        8"                 2S-100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5                                                                                             8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SP-050                                     8"   2ND ST                             8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                         ! 2S-120
                                                                                                                                                                                                                                                         5                                                                       ! 2S-130
                                                                                                                                                                                                                                                                                                                                 5                                                                                                                                                                                                                                                                                                                                                                                                       FR-050
                                                                                                                                                                                                                                              2S-110                                                                                                                                                                                                                                                                                                     8"

                                                                                                                                                                                               No services                                                                                                                                                                                  203
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BU-010 5                                                                                  8"              SP-060
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A1          A2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Service filled with sand                                                                                             8"
                                                                                                                                                                                                                                                                               107                      107          107                          127                                                              209              215          221                        227                         303               309                315
                                                                                                                                                                                                                        99                                                                                                                                                                                                                                                                                                                                                           401              401                 419               425     433                                  503         503     511                523       529
                                                                                                                                                                                                                                                                                                                                                                                                                     Medium spiral crack
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       B1          B2      B3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SPRING ST
                                                                                                                                                                                                                                                                                                                                  Moderate Sag                                              207                                                                                                                                                                                            No TV                                                          Minor cracks and

                                                                                                                                                                                                                                                     12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          JOs throughout                                                                         !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FR-060 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         @




Map Document: \\arcserver1\GIS\KENYON_CI_MN\_Basemap\ESRI\Pro\2023\Utility Map Series\KENYON_CI_MN_Utility_Map_Series.aprx | Username: Ben.Oman | Date Saved: 11/8/2023 2:39 PM
                                                                                                                                                                                                                                                                                            107                                                                                                                                                                                                         Failed service
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         60
                                                                                                                                                                                                                                                                                            Frequent root intrusion,
                                                                                                                                                                                                                                                                                            broken pipe
                                                                                                                                                                                                                                                                                                                                                                               Replace ex MH lid
                                                                                                                                                                                                                                                                                                                                                                               with watertight lid
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        216
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C2      C3
                                                                                                                                                                                                                                                                                                                                                                                            202          206         210            216         222                         228                    310              314          318          322                             404          408        412
                                                                                                                                                                                                                       210                                                                                                                                                                                                                                                                                                                                                                                          418             424                                                          Material
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  504     change
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 to PVC at MH 514
                                                                                                                                                                                                                                                                                            104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  430                                                                                     FR-070
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5                        D1          D2
                                                                                                                                                                                                                                                HU-010 8" 3S-040                             8"                      3S-050                       8"
                                                                                                                                                                                          97
                                                                                                                                                                                                                                                   !
                                                                                                                                                                                                                                                                                                                                                                3S-060                            8"                         3S-070             12"                                         3S-030                  3RD ST BU-020                                    3S-020                                   12"
                                                                                                                                                                                                                                           HU-020 5        !
                                                                                                                                                                                                                                                           5                                                    !
                                                                                                                                                                                                                                                                                                                5                                                                !
                                                                                                                                                                                                                                                                                                                                                                                 5                                       !
                                                                                                                                                                                                                                                                                                                                                                                                                         5                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5                                                                   !                                                                                      SP-070                                    8"                                          FR-080 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                 ! 8"
                                                                                                                                                                                                                                                 5                                                                                                                                                                                                                                                                                                        !5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5                                                                                                           !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                        220                                                                                                                                                                                                                                                                                               12"                                                                                                                                                                                                                  8"
                                                                                                                                                                                                                                                                                             117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        521              8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         503
                                                                                                                                                                                                                                                                                                                                 121               125          131




                                                                                                                                                                                                                                                                                                                                                                                                                                                            WASHINGTON ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                           201         205          209             215         221                                 303             309                   317                302                             403           407       413            419             425           429                                                        509          515
                                                                                                                                                                                                                        306                                                     225                                                                                                                                                                                                                                                                                                                                                                                                                                                       FR-090                                                     13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        314                   !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        308
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12

                                                                                                                                                                                                                                                                                                                                                                       STATE ST 8"
                                                                                                                                                                                                                                               8"                                                                                                                                                                                                                                                                                                   8"                                                                                                       8"
                                                                                                                                                                                                                        310                                                                                                                              316
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        315                                      316
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                       104      108         110         112         114      122                                                           202         206          210             214         220                                 304             310               316               322                                  404           408        412           420             426           432                                                      510                                          8"
                                                                                                                                                                                                                                                                                                                                                    322
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        504                                      322                              Sanitary Pipe (By Material)
                                                                                                                                                                                                                        316
                                                                                                                                                                                                                                                                           4S-040                                    8"                                                                                                                                                                                                                                                                                                                                                                          Unk.                                                                   CIP
                                                                                                                                                                                                                                                                                                                                                                                     ST-040                               8"                                                 4S-020          8"         4TH ST                                                      4S-010                                   8"
                                                                                                                                                                                                                                                                       !
                                                                                                                                                                                                                                                                       5                                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                5                                                                                       !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5                                                                                                                                                                   SP-090 8"
                                                                                                                                                                                                                                           HU-030                                                                                                                                                                                                                                                            !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5                                                  !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5                                                                                        ! 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5 !
                                                                                                                                                                                                                                                     !
                                                                                                                                                                                                                                                     5                                                                                                                                                                                                                                                                      4S-030                       ! BU-030
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5                                                                                                                                         Unk.                                                       !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5         CIPP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SP-080                                                                     FR-100
                                                                                                                                                                                                                        410                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       406                                   403                                                                                                8"
                                                                                                                                                                                                                                                                        103          105          111         111          117                                                                                                                                                                                                                                                             409
                                                                                                                                                                                                                                                                                                                                            127            131                              203              207              213              219                                  303                                                                                                                                                                                                                                          404                                    UNK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       415
                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"                                                                                                                                                                                              8"                          503               509
                                                                                                                                                                                                                                                                                                                                                                          8"                                                                                                                      309         311                 412                                               409                                             425             429                                                                                                                 VCP
                                                                                                                                                                                                                        420                                                                                                                                                                                                                                                                                                                                                                                        421
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 410

                                                                                                                                                                                                                                               8"    X
                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                     V
                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                     12                       415
                                                                                                                                                                                                                                                                                                                                                   412
                                                                                                                                                                                                                                                                                                                                                                                                                    411
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    411                                                                       SPA-010
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SP-100 5 !                            Unk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8"          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (    Sanitary Curb Stop




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BULLIS ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  418
                                                                                                                                                                                                                                                                                                                     126                                                                                                                                                     WA-020                                                                                                                                                                                                                      .                                                         !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5    Sanitary Grinder Station
                                                                                                                                                                                                                                                                                                  120                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                                                  !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5                                                                        414




                                                                                                                                                                                                                                                           HUSETH ST
                                                                                                                                                                                                                       430                                                                                                                                                                                                                                                  6"
                                                                                                                                                                                                                                                                                                                                                               ST-050                                                                                                                                                                                                                                                                                                                  504         508         512                                                 $
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1    Sanitary Clean Out
                                                                                                                                                                                                                                                                              421                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                               8"
                                                                                                                                                                                                                                                                                                                                       8"                                                                                                                                                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                    ST                                                                                                                                                                                                                                                                                                                                                                                                            418                              5    Sanitary Manhole
                                                                                                                                                                                                                                                                                   5S-010               5TH
                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                              5                                                                                       8"                    221                                                                                                                                                                                                                                                           SP-110                                                                                   Ú
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   [    Sanitary Lift Station
                                                                                                                                                                                                                       440                                                                                                                                                                     223                                                                                                                         420                                                                               410                                                      !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                  FR-110
                                                                                                                                                                                                                                           HU-040                                                                                                                201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                    !
                                                                                                                                                                                                                                                    5                                                                                       205          203                                                                                                                                                                                                                                                                                                                                                                                                            Sanitary Forcemain
                                                                                                                                                                                                                                                                                                                                                                                                       8"
                                                                                                                                                                                                                                                                                                                                                                     8"                    !
                                                                                                                                                                                                                                                                                                                                                                                           5                                                                                                                                                                                                                                                                                                                                                                            Pressure Service Line
                                                                                                                                                                                                                                                                                                        Unk.                                                                                   ST-060                                                                                                                                                                                                                                                                                                                            502




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOREST ST
                                                                                                                                                                                                                       450
                                                                                                                                                                                                                                                                                                                                                                                                        217         219                                                                                                                                                                                                                                                                                                                                                 Service Line
                                                                                                                                                                                                                                                                                                                                                                                                 215                                                                                                                                                                                                   5TH ST
                                                                                                                                                                                                                                                                                                                                                                           211       213                                                                                                                                                                                                                                                                              8"
                                                                                                                                                                                                                     Conditional Pipe Rating                                                                                                       207         209                                                                                                                                                                                                                                                                                                                                                               504                                    City Limits

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Parcels
                                                                                                                                                                                               Very Poor - 510
                                                                                                                                                                                                          Missing/Broken Pipe, Frequent/Heavy Infiltration
                                                                                                                                                                                                                                               8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0                    200


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SPRING ST
                                                                                                                                                                                               Moderately Poor - Structural Deficiencies, Frequent Roots & Infiltration                                                                                                                                                                                                                                                                                                                                                                                               SP-120 509
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5                                                             512                                                      Feet
                                                                                                                                                                                               Slightly Poor - Few Structural Deficiencies, Some Roots & Infiltration                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Source: City of Kenyon, Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             513
                                                                                                                                                                                                                       HU-050                                                                                                                                                                                                                                                     400
                                                                                                                                                                                               Satisfactory (Clay) - Very Few   Visible Deficiencies, Joints may Infiltrate


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             515
                                                                                                                                                                                                                              !
                                                                                                                                                                                                                              5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"                              517
                                                                                                                                                                                               Satisfactory (PVC) - Very Few Visible Deficiencies, Gasketted Joints                                                                                                                                                                                                                                                                                                                                                                                                                                                                            !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FR-120 5
                                                                                                                                                                                                                              502             8"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                530
                                                                                                                                                                                               Satisfactory (CIPP) - Very Few Visible Deficiencies, CIPP Lined Pipe                                                                                                                                                                                                                                                                                                                                                                                                                          521
                                                                                                                                                                                    590                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8"
                                                                                                                                                                                                  580
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             523                                534                               November 2023                            Page 6 of37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                               115                                 114                                                                                                                                                           123
                                                                                                                                                                                        604         608          614            620                 626              632         26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"
                                                                                                                                                                                                8"
                                                                                                                                                                                                                         !
                                                                                                                                                                                                                         5
                                                                                                                                                                                                                              1S-010                8"        1ST ST 1S-020
                                                                                                                                                                                                                                                                    !
                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                               119


                                                                                                                                                                                                                                                                                                                               123
                                                                                                                                                                                                                                                                                                                                                                   118


                                                                                                                                                                                                                                                                                                                                                                       128
                                                                                                                                                                                                                                                                                                                                                                                                    10"                                                                                                 Figure A-3                129       ! PNA-040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PC-080
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            City of Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                      LF-010
                                                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                                5                                                                                                                                               1010
                                                                                                                                                                                         105              609                                                                                                               127
                                                                                                                                                                                                                   615           621          625             629        633         637                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Sanitary Sewer System
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SLEE ST
                                                                                                                                                                                                                                                                                                                                                                               132
                                                                                                                                                                                                                                                                                                                                                                                                                                                               801                                                                                                                1022                                                                                                                                      1130
                                                                                                                                                                                              109                                                                                                                           131
                                                                                                                                                                                                            8"                                          FRA-010                                                                                                                                                                                                                                                                             902                    1010
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1028
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1114                                                                 LOCATION MAP
                                                                                                                                                                                                                                                  !
                                                                                                                                                                                                                                                  5                                                                                                                                                                                                                                                               133                                                                    8"                            1032                1038    1102              1112
                                                                                                                                                                                                                                                                                                                                                                              138                                                                                                                                                                                                                                                                                                                        1120
                                                                                                                                                                                                                                                                                                                         137
                                                                                                                                                                                                                                                                                                                                                                                                    10"
                                                                                                                                                                                  602           602                     620     626
                                                                                                                                                                                                                              Moderate sag
                                                                                                                                                                                                                                            632
                                                                                                                                                                                                                                                        634
                                                                                                                                                                                                                                                        636
                                                                                                                                                                                                                                                        638          642         648

                                                                                                                                                                                                                                                                                                                         704
                                                                                                                                                                                                                                                                                                                                       704     714         720
                                                                                                                                                                                                                                                                                                                                                                              730
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1124
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              @
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2S-050                8"                   2S-040 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2S-010                      8"                                    2S-020                   8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2ND ST                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5                                               !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5

                                                                                                                                                                                                                                                                                ?
                                                                                                                                                                                                                                                                                @
                                                                                                                                                                                                                                                                                A                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                                        V
                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                     8"                             2S-070                          8"                                                   2S-060                        8"                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5                                   !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                5                                               60                      !
                                                                                                                                                                                                                                                                                                        5           !
                                                                                                                                                                                                                                                                                                                    5                                                                       LF-020
                                                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                                5                                       12                                                                                                                                    PC-090       8"


                                                                                                                                                                                                                                                                                                                                                                                                                               ?
                                                                                                                                                                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                                                                                                                                                               @
                                                                                                                                                                                                                                                                                                   2S-080
                                                                                                                                                                                                                                                                                                                                                                                                                               56                                                                                                                                                                                                                             11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0 3                             1111
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1117                                 A1          A2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 903                                                                                               1049
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NT
                                                                                                                                                                                               605                                                                             645                                 701           709         713       715                                  719                                                                                                                                                                                                                                                   8"           OR
                                                                                                                                                                                                          613    621      621         625     631
                                                                                                                                                                                                                                                              635




                                                                                                                                                                                                                                                                                                                                                                                                   LANGFORD AVE 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 VI
                                                                                                                                                                                                                                                              635
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1135
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B1          B2      B3
                                                                                                                                                                                                                                                                                653
                                                                                                                                                                                               609                                                            637                                                                                                                                                                                                                                                                                                                                                                                                                          111
                                                                                                                                                                                                                                                              641              653
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LL                1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  @
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6
!
5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11




Map Document: \\arcserver1\GIS\KENYON_CI_MN\_Basemap\ESRI\Pro\2023\Utility Map Series\KENYON_CI_MN_Utility_Map_Series.aprx | Username: Ben.Oman | Date Saved: 11/8/2023 2:39 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MA-010
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  60
                                                                                                                                                                                                                                                                                                              RW-030 213                                                                                                                                                                    223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C1                             C3
                                                                                                                                                                                                                                                                                                                                                                   214
                                                                                                                                                                                                                                                                                                             !
                                                                                                                                                                                                                                                                                                             5                                                                                                                                                                                                                                                                                                                                                                              !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5                                     1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  215
                                                                                                                                                                                                                                                                         218                                                                                       218                                                         223                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                                                                            217                                                                                                                  210
                                                                                                                                                                                        604          610          616           620               624

!
5                                                                                                                                                                                                                                                                        222
                                                                                                                                                                                                                                                                                                              8"
                                                                                                                                                                                                                                                                                                                            223
                                                                                                                                                                                                                                                                                                                                                                   222
                                                                                                                                                                                                                                                                                                                                                                                                                                     LAWN ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D1          D2
                                                                                                                                                                                                          8"                    3S-010 3RD ST 8"                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1131
                                                                                                                                                                                                                                                                                                                 RW-020                                            226                       !
                                                                                                                                                                                                                                                                                                                                                                                      LF-030 5
                                                                                                                                                                                                                                       !
                                                                                                                                                                                                                                       5                                                                     !
                                                                                                                                                                                                                                                                                                             5                                                                                                                 8"                      LA-010                                                                                                                                                                                                        1121
                                                                                                                                                                                                                                                                                                                            227
                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                                                         ! RW-010
                                                                                                                                                                                                                                                                                                         5                                                         302
                                                                                                                                                                                                                                                                                                                                                                                                                               303
                                                                                                                                                                                                                                                               631             304                                          301                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                 809           304                                          30
                                                                                                                                                                                                                                                                                                                                                                  306
                                                                                                                                                                                                                                       623              627
                                                                                                                                                                                                                                                                         308                                                305

                                                                                                                                                                                                                                                                                                                            309                                   310
                                                                                                                                                                                                                                                                                                                                                                                                                               307                                             304
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                         312
                                                                                                                                                                                                                                                                                                                           313
                                                                                                                                                                                                                                                                                                                                                                                                   10"                                                                                                                                                                                                          1029
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       12



                                                                                                                                                                                                                                                                                           RED WING AVE 8"
                                                                                                                                                                                                                                                                                                                                                                  314
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1151
                                                                                                                                                                                                                                                                         316                                                                                                                                                                     812     816         820


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I
                                                                                                                                                                                                                                                                                                                                                                                                                         804         808                                              824
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Legend
                                                                                                                                                                                                                                                                         322
                                                                                                                                                                                                                                                                                                                     321               712
                                                                                                                                                                                                                                                                                                                                                          718                 322

                                                                                                                                                                                                                                                                                                                                                                                                                                                        HOME ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sanitary Pipe (By Material)                    !
                                                                                                                                                                                                                                                                                                             8"                                      8"                                                               LF-040                                                                                                                                                                                                                                                                                                                     CIP
                                                                                                                                                                                                                                                                                                                                                                                                             !
                                                                                                                                                                                                                                                                                                                                                                                                             5                                                                               !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                        5                                                                                                                                               8"                           HO-010 8
                                                                                                                                                                                                                                                                                                             HO-020                                                                                                                                                                                 "
                                                                                                                                                                                                                                            411                          402                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CIPP
                                                                                                                                                                                                    309                                                                                                             401                                                                                                                                                                                                                                                                                                                                                                                                                          PVC
                                                                                                                                                                                                                                                                         406
                                                                                                                                                                                                                                                                                                                                       711
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     831
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H IG
                                                                                                                                                                                                                                                                                              8"                    407
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                                                                          UNK
                                                                                                                                                                                                                                                                         408                                                                  Unk.                                           725                729      803               809                 815             823    827                                          AY                                                                                                                                                                      1221
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HW
                                                                                                                                                                                                                                                                                                                                                        717            721
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 VCP
                                                                                                                                                                                                                                                                                                                           411
                                                                                                                                                                                                                                                                         414
                                                                                                                                                                                                                                                                                                             RW-040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6S                                                                                                                                                                                                   !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (    Sanitary Curb Stop
                                                                                                                                                                                                                                                              4TH ST                                    !
                                                                                                                                                                                                                                                                                                        5                  415
                                                                                                                                                                                                                                                                                                                                                       HOA-010
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5    Sanitary Grinder Station
                                                                                                                                                                                                                                                                                                                                                   !
                                                                                                                                                                                                                                                                                                                                                   5                                                                                                                                                                                                                                                                                                                                                                                        $
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1    Sanitary Clean Out
                                                                                                                                                                                                                                                                                                                           421
                                                                                                                                                                                                                                             603                         424                                                                                           8"
                                                                                                                                                                                                                                                                                                                                                                                                                                     715                                                         420                                                                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5    Sanitary Manhole
                                                                                                                                                                                                                                                                                                                                                                 713

                                                                                                                                                                                                                                                                                              8"                           427
                                                                                                                                                                                                                                                                                                                                                                                                   !
                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                                                       HOA-020                                                                                                                                                                                                                                                                                                                              Ú
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            [    Sanitary Lift Station
                                                                                                                                                                                                                                                              428
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sanitary Forcemain

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Pressure Service Line
                                                                                                                                                                                                501

                                                                                                                                                                                                                                                              506                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Service Line
                                                                                                                                                                                                                                                                                                                               5TH ST
                                                                                                                                                                                                503
                                                                                                                                                                                                                                                                                RW-050
                                                                                                                                                                                                                                                                                                       !
                                                                                                                                                                                                                                                                                                       5                                                                                    !
                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                CE-010                               8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CE-020                                                                                                 Conditional Pipe Rating                                                                                                                                    City Limits
                                                                                                                                                                                                                                                                                                             8"                               8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Very Poor - Missing/Broken Pipe, Frequent/Heavy Infiltration                                                                                                                     Parcels
                                                                                                                                                                                                                                                                                                                           507                                                                                                                                                   8"
                                                                                                                                                                                                509                                                           510
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Moderately Poor - Structural Deficiencies, Frequent Roots & Infiltration                                                                                                   0                    200




                                                                                                                                                                                                                                                                                                                                                                            CENTENNIAL DR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4"                    620                                                                                                                                                                                                                                             Feet
                                                                                                                                                                                                513                                                           520                                                          513                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CE-030 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Slightly Poor - Few Structural Deficiencies, Some Roots & Infiltration                                                                                                     Source: City of Kenyon, Goodhue County
                                                                                                                                                                                                517                                                                                                          8"                                                                              8"
                                                                                                                                                                                                                                                              526                                                          517                            711                                                                                                                                                                                                   Satisfactory (Clay) - Very Few Visible Deficiencies, Joints may Infiltrate


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C2
                                                                                                                                                                                                521                                                                                                                                                                                                                                                                                         8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Satisfactory (PVC) - Very Few Visible Deficiencies, Gasketted Joints
                                                                                                                                                                                                                                                              530                                                          523

                                                                                                                                                                                                529                                                                                                                                                                                                                                                                                                                                                             Satisfactory (CIPP) - Very Few Visible Deficiencies, CIPP Lined Pipe
                                                                                                                                                                                                                                                              532                                                          529                                                                                                                                                                                                                     615
                                                                                                                                                                                                533                                                                                                                                                                                                                                                                                          !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CE-040 5          8"                                                                                                                                                                                                                                 November 2023                            Page 7 of38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                                                        !
                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                225
                                                                                                                                                                                                             403            401                                      201                                                                                                                                                                                                     203
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 122
                                                                                                                                                                                                                                                                                                                                                                                                                                 221
                                                                                                                                                                                                             40
                                                                                                                                                                                                               8

                                                                                                                                                                                                             410
                                                                                                                                                                                                                             6
                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                                6"
                                                                                                                                                                                                                                                                      205
                                                                                                                                                                                                                                                                                                                 317                  313                    309               305
                                                                                                                                                                                                                                                                                                                                                                                                                     225                         215               ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EIM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8"                  8"    Figure B-1                                                                                                                                                                       City of Kenyon, MN

                                                                                                                                                                                                                                                                            207
                                                                                                                                                                                                                                                                                                                                                                                                                                 205                                                                   8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1002                                                                               Water


                                                                                                                                                                                                              BUCKSHOT CT
                                                                                                                                                                                                                              404                                                                                                                                                                                                                01                                                                                                                                                                                                                                                      Distribution
                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                    209                                                                                                                                                                                                                                                        8"            HIGH                                                                                                                                            System
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WAY
                                                                                                                                                                                                                            402
                                                                                                                                                                                                                                                                                                                                                        304                                                    205
                                                                                                                                                                                                                                                          EN                                                          308             306
                                                                                                                                                                                                                                                                                                                                                                                   302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOCATION MAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0E
                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                      6"RU              RG
                                                                                                                                                                                                                                                      BE 401
                                                                                                                                                                                                                                                                            6"                         0                                                                                                                                                                                                                                                                                                     HIGHWAY 6
                                                                                                                                                                                                                                            N                                                    31
                                                                                                                                                                                                                                  F   A W 40      3                  ST                                          6"                                                                                                                                                                                                                                                                                                                 8"
                                                                                                                                                                                                                                       40
                                                                                                                                                                                                                                            5                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                            N LN                                                                             30

                                                                                                                                                   411                                                             409
                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                                                40   2
                                                                                                                                                                                                                                                                                                       SK
                                                                                                                                                                                                                                                                                                         OGE
                                                                                                                                                                                                                                                                                                                            30
                                                                                                                                                                                                                                                                                                                                 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        @
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A   56             ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           @
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           60
                                                                                                                                                                                                                                                       40
                                                                                                                                                                                                                                                                                                                                                 305                303                                                                                                                                                                                                   8"
                                                                                                                                                                                                                                                                            DR
                                                                                                                                                                                                                                                           4




Map Document: \\arcserver1\bmi_gis\MINNESOTA\KENYON_CI_MN\_General\2026\Kenyon_Water_Distribution_Mapbook\Pro\Kenyon_Water_Distribution_Mapbook.aprx | Username: Ben.Oman | Date Saved: 8/24/2026 11:44 AM
                                                                                                                                                                                                                                                                                                       40
                                                                                                                                                                                                                                                                EN                                          1                                                                                                                                                                                                                                 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1001
                                                                                                                                                                                                                                                              OG
                                                                                                                                                                                                                                           6
                                                                                                                                          410                                                                      408                40
                                                                                                                                                                                                                                                           S K                    40
                                                                                                                                                                                                                                                                                       3                                                                                                                                                                                                                                                                                                                                                                                              A1           A2
                                                                                                                                                                                                                                           6"                        40
                                                                                                                                                                                                                                                                          5



                                                                                                                                                                                                                      MUNSON LN
                                                                                                                                                                                                                                                       40                                                                                                                                                                                                                                                                                                                                                                                                                             B1           B2       B3
                                                                                                                                                                                                             6"                        409
                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11
                                                                                                                                                      411                                                                                                                                                                                                                                                                                                                          r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         v e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R i                                                                                                                                                                                                                C1           C2       C3
                                                                                                                                                                                                                                                                                                                                                                                                                                                      r o
                                                                                                                                                                                                                                                                                                                                                                                                                                       m b
                                                                                                                                                                                                                                                                                                                                                                                                                           Z u                                                                                    6"
                                                                                                                                                                                                                                                                                                                                                                                                                     k
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D1           D2
                                                                                                                                                                                                                                                                                                                                                                                                              r
                                                                                                                                                                                                                                                                                                                                                                                                         o
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AY5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W                       LL
                                                                                                                                                                                                                                                                                                                                                                                                                                                               GH
                                                                                                                                                                                                                                                                                                                                                                                                        F
                                                                                                                                                                                                                                                                                                                                                                                                                                                             HI                        HI
                                                                                                                                                                                                                                                                                                                                                                                              h                                                                               EN
                                                                                                                                                                                                                                                                                                                                                                                         t                                                                                 OGR
                                                                                                                                                                                                                                                                                                                                                                                  r                                                                                      M
                                                                                                                                                                                                                                                                                                                                                                              o
                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KENYON CEMETERY RD

                                                                                                                                                                                                                                                                                                                                                                                                                                      6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6"


                                                                                                                                                                                                                                                                                                                                                                                                                                             6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Watermain (By Material)                     I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CIP
                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                        626
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            COPPER




                                                                                                                                                                                                                                                                                                                                                                                                                                              LANGFORD AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                  2                                                                                                                                                                                                                                         DIP
                                                                                                                                                                                                                                                                                                                      614                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CROS                                                                                                                        103                                            HDPE
                                                                                                                                                                                                                                                                                                                                                                         6"
                                                                                                                                                                                                                                                                                                                                                                                                         706         708                                                                                                                                                                                                                                                    PVC
                                                                                                                                                                                                                                                                                                   NORTH ST                            6"                                                                                              712
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UNK
                                                                                                                                                                                                                                                                                                                                                                                                  6"                             6"                      17

                                                                                                                                                                                                                                                                 12                                             603     607          613     617        621        12                                                        MART ST                                                                                                                                                                                                                                        Water Service Pipe

                                                                                                                                                                                                                                                                                                                                                                                                   15                                                                                     SLEE                                                                                                                                                                              Water Building



                                                                                                                                                                                                                                                                                           6" OAK ST
                                                                                                                                                                                                                                                                                                                                                                                                              707    711   717




                                                                                                                                                                                                                                                                                                                                                                              RED WING AVE
                                                                                                                                                                                                                                                                                                                                                                         6"                                                                                                                ST          23
                                                                                                                                                                                                                                                                                                                                                                                                   19                                                                                                                                                                                                                                                                       Water Curbstop
                                                                                                                                                                                                               506                516           520    524     528            534                               614     618          624    628        634         20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Water Hydrant
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6"
                                                                                                                                                                                                                                                                                                                                                                                             702
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WAT
                                                                                                                                                                                                             FRONT ST                                                                                                                                                                                   706         714     718        722        6"                                                                                                                                                                                                                        Water Valve
                                                                                                                                                                                                                                                                            4"                                                                                                                                                                               19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 110                                                                                                                                        City Limits
                                                                                                                                                                                                             27                                                               27                                                                                                                                                PINE ST                                                                       103                             ST
                                                                                                                                                                                                                                                                                                                                                                                                                    6"
                                                                                                                                                                                                                   509                517
                                                                                                                                                                                                                                                                                                                                                   631                                                                                                                                                                                                                                                                                                                      Parcels
                                                                                                                                                                                                                                                  20                                          605               609          619           627       26            26
                                                                                                                                                                                                                                                                              33                                                                                                                                                                                                                                  111                 116
                                                                                                                                                                                                                                                                                                                                                                                                                                108                                                                                                                                                                                                                                  0                    250


                                                                                                                                                                                                                                                                FOREST ST
                                                                                                                                                                                                             39                                                                                                                                                          6"                           109                                                                                                          115                                                                                                                                                                      Feet
                                                                                                                                                                                                                                                      40                                                                                                                                                                                                                                                                                             1000
                                                                                                                                                                                                                                                                                                                                                                                                                                110                                                                                       121
                                                                                                                                                                                                               510                516                                                        608                614          620           626         632         26                                                                        6"                                                                                                                                                                          Legend                                      Source: Goodhue County, City of Kenyon, MnDOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    801
                                                                                                                                                                                                             504                                  522                         604                                                                                                                     115                       114                                                                                       123
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Historical Water Main Failures                           114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          B2
                                                                                                                                                                                                                                      6"                   6"                                                               6"                                                                        119                       118
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         129                                                                          Historical Water Service Connection Failures
                                                                                                                                                                                                                                                                                 1ST ST                                                                                                               123                        128
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1010
                                                                                                                                                                                                                                                  100        2"                  105             609                                                                    6"                            127                                                                                                                                                                                             Original CIP Hydrant
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1114 Leads
                                                                                                                                                                                                              509                 515                                                                            615         621      625        629     633       637                                                                                                                                      133                 902                                       1022   1028          1032   1038     1102   1112                 1130   1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               132
                                                                                                                                                                                                                                                                                                                                                                                                                                  132                                                                                                                        1010                                                                   1120
                                                                                                                                                                                                                                                  100                               109
                                                                                                                                                                                                                                                                                                                                                                                                      131                                                                                                                                                                 1018                                                                           140         August 2026                           Page 4 of39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
 Map Document: \\arcserver1\bmi_gis\MINNESOTA\KENYON_CI_MN\_General\2026\Kenyon_Water_Distribution_Mapbook\Pro\Kenyon_Water_Distribution_Mapbook.aprx | Username: Ben.Oman | Date Saved: 8/24/2026 11:44 AM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Z         o
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       u m r t h F or k
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            b r o R iv
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       e r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           @60


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                97


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Shared 2" Service
                                                                                 580


                                                                                                                                         Legend                                                                                                                                                                                                                                                                                                                                                                                                                                         98
   602

                                                                                                                                                                                                                                            510                                                                                                                                                                                                                                                             99
                                                                                                                                                                                                                                                                             450                          440                             430               420               410                                                                                                    210
                  Original CIP Hydrant Leads

                                                                                                                                                                                                  502                                                                                                                                                                                              316                               310           306            220
                                                550
                                                                                                      Historical Water Main Failures



        6"
                                                                                                                                                                                                                                                                                                                               6"                                                                                                                                                                                                               2"                               100
                                                                                                                                                                                                                                                                                                                                                                                               6"                                                                           6"                    6"                                         6"
                                               HUSETH ST                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                              V
                                                                                                                                                                                                                                                                                                              G        12
                                                     Historical Water Service Connection Failures



         4"                                                                                                                                                                                                                                                                                                                                                             103                                                    104                                         6"                                                                                         102
                                                                                                                                                                                                                                                                                                    6"
                                                     590



                                                                                                                                                                                                                                                                                                                                421               415
                                                                                                                                                                                                                                                                                                                                                                                                                               108                 225                6"                                         107
                                                                                                                                                                                                                                                                                                                                                                        105                                                                                                 6"                                                                                        110                                                                     110
                                                                                                                                                                                                                                                                                                                                                                                                                               110                                                104              107
                                                                                                                                                                                                                                                                                                                                            120                         111                                                                                     117
                   6"
                                                                                                                                                                                                                                                                                                                                                                                                                               112                                                                              107
                                                                                                                                                                                                                                                                                                                                                                        111
                                                                                                                                                                                                                                                                                                                                            126                                                                                114                                                                              107                                                  120
                                                                                                                                                                                                                                                                                                                                                                        117
                                                                                                                                                                                                                                                                                                                                                                                                                               122                   121
                                                                                                                                                                                                                                                                                                                         6"                                                                                                                                                 6"
                                                                                                                                                                                                                                                                                          205                                                                           127                                                                                                                                                                                                                 106
                                                                                                                                                                                                                                                                                                                                                                                                                                                     125                                                         127                                                 132
                                                                                                                                                                                                                                                    207                                                                                          412                                                        322
               7TH ST                                                                                                                                                                                                                                                                         203                                                                                                                                    316                                                                                                                                                                                                      108
  6"                                                                                                                                                                                                                                                    209                                                                                                         131                                                                              131
                                                                                                                                                                                                                                                                                                                                                                                               6"                                                                           6"
                                                                                                                                                                                                                                                                                                  201                           5TH ST
                                                                                                                                                                                                                                                                                                                                                                                                                                            2"
                                                                                                                                                                                                                                                                                                                                                        6"                                                                                                                                                                                                                             110         106
                                                                                                                                                                                                                                                            211                                                                                                                                                                                                                                                                                              8"       136
  203                                                                                                                                                                                                                                                                                                                                                                                                                                      STATE ST
                                                                                                                                                                                                                                                                213
                                                                                                                                                                                                                                                                                                        6"
                                                                                                                                                                                                                                                                                                                                                                    203                                                    202                       201                               202                                                                                       6"
                                                                                                                                                                                                                                                                    215                                  223                                                                                                                                                                                              207          203
                                                                                        6"                                                                                                                                                                                                                                                                                                                                 206                       205
                                                                                                                                                                                                                                                                    217                                   221                                                       207                                                                                                                206
                                                                                                                                                                                                                                                                                                                                                                                                                          210                        209                                                        209                                                  208               107         103                             204
                                                                                                                                                                                                                                                                     219                                                              6"              411                                                                                                                              210
 213                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   55
                                                                                                                                                                                                                                                                                                                                                                    213                                                                                                    6"
                                                                                                                                                                                                                                                                                                                                                                                                                          214                        215                               216                      215                                                  216                     207                                   208
  330          6"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6"
                                                                                                                                                                                                                                                                                                                                                                    219                                                  220                         221                               222                      221                                                                         215                                    216
                                                                                                                                                                                                                                                                                                                                                                  6"                                                                        6"                                                                                                                       222                                                                               30
 328
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       228                      227                                                                   110          104                             222                                          26
                                                                                                                                                                                                  400                                                                                                                                                                                                                                                                                                                                                                                 6"                                                     6"
                                                                                                                                                                                                                                                                                                                                                                    303                                                 304                          303
 326
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WASHINGTON ST
                                                                                                                                                                                                                                                                                                                                                             309
                                                                                                                                                                                                                                                                                                                                                                                                                        310                         309                               310                       303                                                  304
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1"                                                                                303
 324
                                                                                                                                                                                                                                                                                                                                                             311                                                                                                           6"                                                                                                                                                           55
                                                                                                                                                                                                                                                                                                                                                                                              6"                                                                                      314
                                                                                                                                                                                                                                                                                                                                                                                                                       316                          317
                                                                                                                                                                                                                                                                                                        420                                                                                                                                                                                                     309                                                  310
  322                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 318                                                                                                                         6"
                                                                                                                                                                                                                                                                                                                                                 418        412
                                                                                                                                                                                                                                                                                                                                                                          406       4TH ST                             322
                                                                                                                                                                                                                                                                                                                                                                                                                                                    302                                                         315
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      322
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     108                                                                            304
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Figure B-2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3RD ST
                                                                                                                                                                                                                                                                                                 6"                                                          6"                                                                            6"                              6"                6"          BULLIS ST                                                               6"                                                                                       2"
  600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6"
         6TH ST                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8"                                                                                                                 12"
                                                                                                                                                                                                                                                                                                                                                                          403                                        404                            403                               404                                                                            404
       6"                                                                                                                                                                                                                                                                                                                                         411        409                                                                                                                                                401                                                                   109         103
                                                                                                                                                                                                                                                                                                                                                                        409                                          408                            407                               408                                                                           408
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1ST ST
                      6"                                                                                                                                                                                                                                                                                                                                                                                             412                            413                               412                   401                                                                             415                           416
                                                                                                                                                                                                                                                                                                                                                                   415                                                                                                                                                                                              412
 603                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     40         34            28
                                                                                                                                                                                                                                                                                                         410
                                                                                                                                                                                                                                                                                                                                                         421
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6"
                                                                                                                                                                                                                                                               6"                                                                                                                                                   420                             419                               418                                                                           418                                                 418
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         419
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            419

                                                                                                                                                                                                                                                                                                                                                             425                                                   426                              425                               424                                                                           424
 604                                                                                                                                                                                                                                                                                                                                                                                         6"                                                                                                             425                                                                                                                                                                  20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   108            104                    420             40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GUNDERSON BLVD

                                                                                                                                                                                                                                                                                                                                                                                                                   432                              429                         430          222                                                                    116
                                                                                                                                                                                                                                                                                                                                                             429                                                                                                                                            433
       6"
                                                                                                                                                                                             6"                                                                                                                                                                                                                                                                            6"                     SPRING ST                                                                      4"                                                               4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4"
                                                                                                    529                                                                                                                                                                                                                              504                                                                                                                                                                                                                            115
                                               529                                                                                                                                                                                                                                                                                                                503                               504                                                  503
                                                                                                                                                                                                                                                                                                                                                                                                                                 315         308                                                            503                                                                          103                             504             39               27
 603                                                     529                                                                           523                              521                       517   515   513                   509                                                                                                                                                                                                                                                                                                                             508
                                                                                                                                                                                                                                                                                                                                     508                                                                                                                                              504
                                                       529                                                                                                                                                                                                                                                                                                                                                                                                                                                  503
                                                                                                                                                                                                                                                                                                                                                                  509                                             510                               509                                                                                                             510
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            511                                              8"                         509                                       510
                  6"                                                                                                                                                                                                                                                                                                                 512                                                                                                                                                                                                                            514                                                                                   509
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           516
                                                                                                                                                                                                                                                                                                                                                                                                                                                   515                                                                                                              520                 515                                       516
                                               544                                              540                                    534                                                                                                                                                                                                                                                                                                                                           514                    523                                               522                                                                                         517
 606                                                                                                                                                                                   530          522                     512                        504                      502                                            418          414         410             404                         322                           316                                                                                                      2"                       524
                                                                                                                                                                                                                                                                                                                                                                                                                                             314          521                                                                                                             528                100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            216             529                                                                  100                                      522            40               20
       4"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4"                      530
                                                                                                                                        4"                                                                                                                                                               4"                                                                                                                                         6"                               6"                     6"                 6"                                                                                 6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2"
                                                                                                                                                                                                                                                                                                                                                                                                           FOREST ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     604                    601                                                                                                          604                        33             27
 603                                     543                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 105
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 109
                                                                      539                                              533                                                    529                   521    517       513             509              503                      501                                                                                             309                                                                                                                          609                                 2ND ST              602                                                           608
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     610                                                                                                                                                                  605
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            613                                                                              609
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6"
 615              8"                                                                                                                                                                                                                                                                                                                                                                           8"                                                                                                           621
                                        616                                                                                                                                                                                                                                                                                                                                                                                                                            8"            616                                                                                                                          6"              614                     609
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8"                                                                                 615
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    620
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            621
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     620                                                         4"                 626                 621                                       620                     619
                                                                                                                                                                                                                                                                                                                                                                                                                                                     623                                                    625
                                                          624                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       632
 623                                                                                                                                                                                                                                                                                                                            603                                                411                                                                                                                      631
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     624                                                                                                625
                                                                                                                                         532                                                  530         526        520             510                            506                                 428                                                                                                                                        627                                                                                                                  634                                                       626                    627
                                                                                                    538                                                                                                                                                                                                                                                                                                                                                                                                     633                                                     636
                                               544                                                                                                                                                                                                                                                                                                                                                                                                                          222            218                         635                                                              629    633
 602                                                                                                                                                                                                                                                                                                                           424                     414        408    406       402             322                           316        312      308   631   304                                                                                                  638                                                         632                    631
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            637                                                   642
                                                                                                                                                                                                  0


                                                                                                                                                                                                                                                                                                                                                PVC                 DIP                      CIP
                                                                                                                                                                                                                                                                                                                                                                                                                                Legend
                                                                                                                                                                                                                                                                                                                                    UNK                 HDPE
 August 2026                                                                                                                                                                                               Parcels                                                                                                                                                              COPPER
                                                                                                                                                                                                                      City Limits
                                                                                                                                                                                                                                      Water Valve
                                                                                                                                                                                                                                                    Water Hydrant     Water Curbstop   Water Building
                                                                                                                                                                                             250                                                                                                          Water Service Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D1                    C1                             B1                       A1
                                                                                                                                                                                               Feet
                                                                                                                                                                                                                                                                                                                                                                                                     Watermain (By Material)



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D2                    C2                             B2                       A2                                             LOCATION MAP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Water
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C3                             B3                                                                                 Distribution
                                                                                                                                             Source: Goodhue County, City of Kenyon, MnDOT



          10
Page 6 of40
                  C1                                                                                                                                                                                                                                                                                                                                                                                !
                                                                                                                                                                                                                                                                                                                                                                                                    I                                                                                                                                                                                                                             System
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           City of Kenyon, MN
                                                                                                                                                                                                                                                                                                                                            6"                  702     706         714           718          722                                                                                                                                                                                                                                                            103

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RS
                                                                                                                                                                                                                                                                                                                                                                                                                                          19                                                                                        110
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             103

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WATE
                                                                                                                                                                                                                                                                                                                                                                                                      PINE ST
                                                                                                                                                                                                             27

                                                                                                                                                                                                                   509          517        20
                                                                                                                                                                                                                                                                     27
                                                                                                                                                                                                                                                                                 605     609         619         627
                                                                                                                                                                                                                                                                                                                         631
                                                                                                                                                                                                                                                                                                                                     26
                                                                                                                                                                                                                                                                                                                                                                                    6"                                     6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Figure B-3                                                                                                                                                                                                                                                                City of Kenyon, MN


                                                                                                                                                                                                                                                                                                                                                 RED WING AVE
                                                                                                                                                                                                                                                                                                                           26
                                                                                                                                                                                                                                                                   33                                                                                                                                                                                                                                            111                      116      T
                                                                                                                                                                                                             39                                                                                                                             6"                          109
                                                                                                                                                                                                                                                                                                                                                                                                       108                                                                                                                                                                                                                                                                                                                                                                                              Water
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  115
                                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              121
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Distribution
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1000
                                                                                                                                                                                                                                                                                                                                                                                                      110
                                                                                                                                                                                                              510              516                                           608        614          620         626         632     26                                                                                                                                                                                                                                                                                                                                                                                                                                                              System
                                                                                                                                                                                                             504                           522                     604                                                                                                 115                            114                                                                                                                 123
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOCATION MAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SLEE ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               114
                                                                                                                                                                                                                                6"                6"                                                6"                                                                 119                            118
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        129
                                                                                                                                                                                                                                                                     1ST ST                                                                                            123                              128           6"                                                 801
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6"                                                      1010
                                                                                                                                                                                                                                           100        2"             105          609                                                                                  127
                                                                                                                                                                                                              509          515                                                            615        621       625     629    633     637                                                                                                                                                                                                                                          1022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               132
                                                                                                                                                                                                                                                                                                                                                                                                              132                                                                                                                                                                                                                                                                                     1130
                                                                                                                                                                                                                                           100                             109                                                                                         131




Map Document: \\arcserver1\bmi_gis\MINNESOTA\KENYON_CI_MN\_General\2026\Kenyon_Water_Distribution_Mapbook\Pro\Kenyon_Water_Distribution_Mapbook.aprx | Username: Ben.Oman | Date Saved: 8/24/2026 11:44 AM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    902                     1010                                                                                                   1114
                                                                                                                                                                                                                                                                                                                                           6"                                                                                                                                                              133                                                                            1028          1032           1038                     1102      1112                                                                1140
                                                                                                                                                                                                                                                                                                                                                                                                              138                                                                                                                                                                                                                                                              1120
                                                                                                                                                                                                                         516                                                                                     634                                                  137
                                                                                                                                                                                                             510   514          522
                                                                                                                                                                                                                                       528
                                                                                                                                                                                                                                       530                     600          602               620   626    632
                                                                                                                                                                                                                                                                                                                      636
                                                                                                                                                                                                                                                                                                                     638
                                                                                                                                                                                                                                                                                                                      642
                                                                                                                                                                                                                                                                                                                                     648                                      704   714    720
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1124        1130        1134
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A1           A2
                                                                                                                                                                                                                          520                                                                                                                                     704                                         730
                                                                                                                                                                                                                   8"                524
                                                                                                                                                                                                                                                                                                6"
                                                                                                                                                                                                                                                                                                                                                                                    8"                                                                                             6"                6"                               2ND ST                                                               6"                 6"

                                                                                                                                                                                                                                     2"
                                                                                                                                                                                                                                            4"                                                  4"
                                                                                                                                                                                                                                                                                                                                   ?
                                                                                                                                                                                                                                                                                                                                   A
                                                                                                                                                                                                                                                                                                                                   @
                                                                                                                                                                                                                                                                                                                                   60      8"        6"                                                             8"                                                                                                                                                                                                        MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              B1           B2       B3

                                                                                                                                                                                                                                                                                                                                                                                                                           LANGFORD AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NT     1103                          1111
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1117
                                                                                                                                                                                                                                                 6"
                                                                                                                                                                                                                                                                                                                         637             653                                                                                                                                                                                                                                                                                           OR
                                                                                                                                                                                                              511                                                                                                                                                                                                                                                                                                                                                                                                                        VIL                                                                 1135
                                                                                                                                                                                                                                                                                                                                                                701     709     713       715                   719                                                                                                     903                                                                                     1049                         LE                                                                                              1139
                                                                                                                                                                                                                                523                                  601
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C1           C2       C3
                                                                                                                                                                                                                                                                                                                              641
                                                                                                                                                                                                                                            529
                                                                                                                                                                                                                                                                             609                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1149
                                                                                                                                                     503
                                                                                                                                                                                                                                                 6"                                     621    621    625   631       633     645          10"                                                                      8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RD                  111




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TRESTLEVIEW RD
                                                                                                                                                                                                                                                                             613
                                                                                                                                                                                                                                                                                                                     635      653                                                                                                                                                                                                                                                                                                                                         1                                                                          1149
                                                                                                                                                                                                                                                                                                                                                                                                       8"           8"                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                                                                     8"                                                                                                                                                                                                                                                                                                                                                                             113
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 40
                                                                                                                                                                                                                                                                                                                                                                       213                            214                                                                                      223                                                                                                                                                                                               11
                                                                                                                                                                                                                                           216                                                                                                                                                                                                                                                                                                                                                                                              215                            6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D1           D2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             44
                                                                                                                                                                                                                                                                                                                              218                                      217                            218                                       223
                                                                                                                                                                                                                                                                                                                                           10"                                                                                                              210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                              504                                                  604           610     616        620        624
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         48

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                514              6"                                                                                                                                                                 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                                                                                                     222                                                                                                                                                                                                                                                                                                                             52
                                                                                                                                                                                                                                                                                                                              222                                      223                                                   6"                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                          6"                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6"
                                                                                                                                                                                                                                                                                                    8" 3RD ST                              10"                                                       226                                                     LAWN ST                                                                                                                                                                                                      1131

                                                                                                                                                                                                                                                                                                                        631        304
                                                                                                                                                                                                                                                                                                                                                                       227

                                                                                                                                                                                                                                                                                                                                                                       301
                                                                                                                                                                                                                                                                                                                                                                                                     302                                    303
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A
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                                                                                                                                                                                                                                           521                                                                                                                                                                                                              809        304                           301
                                                                                                                                                                                                                                                                                                         623                   308                                     305                           306
                                                                                                                                                                                                              509          515                   6"
                                                                                                                                                                                                                                                                                                                 627                                                                                                                        307                                    304
                                                                                                                                                                                                                                           314                                                                                                                         309                           310
                                                                                                                                                                                                                                                                                                                               312                                                                                                                                                                                                                                                                                                                                                                                                                  8"


                                                                                                                                                                                                                                                       FOREST ST
                                                                                                                                                                                                                                                                                                                                                                       313                                                                                                                                                                                                                       1029                                                                                      51
                                                                                                                                                                                                                                                                                                                                           10"                                                       314            6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         I
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                                                                                                                                                                                                                                                                                                                               316                                                                                                        804     808       812    816       820         824
                                                                                                                                                                                                              510                                                                                                                                                321          712          718                322
                                                                                                                                                                                                                                 322                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Watermain (By Material)
                                                                                                                                                                                                                                                                                                                               322                                                                                                                                6"
                                                                                                                                                                                                                                                                                               8"                                          10"   8"                                   6"
                                                                                                                                                                                                                               6"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CIP
                                                                                                                                                                                                                                                                                                                                                                       HOME ST
                                                                                                                                                                                                                                                                                                           411                 402
                                                                                                                                                                                                                                                                             309                                                           10"                   401                                                                                                                                                                                                                                                                                                                                                 1221
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                                                                                                                                                                                                                                 404                                                                                                                             407
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DIP
                                                                                                                                                                                                              509                                                                                                              408                                                                                                    803             809              815         823   827
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                                                                                                                                                                                                                                                                                                                                                                       411
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                                                                                                                                                                                                                                 410                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HDPE
                                                                                                                                                                                                                                                                                                                               414

                                                                                                                                                                                                                                     414
                                                                                                                                                                                                                                                                                                                       4TH ST                                          415                                                                                                                                         HIG                                                                                                                                                                                                                                              PVC
                                                                                                                                                  508                                                             512                                                                                                                                                  421                                                                                                                                                                                                                                                                                                                                                                                          UNK
                                                                                                                                                                                                                                     418                                                                    603               424
                                                                                                                                                                                                                                                                                                                                                                                                  713                                             715                                           420
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                                                                                                                                                                                                                                                                                                                                                                       427
                                                                                                                                                                                                                                                                                                                       428
                                                                                                                                                                                                                                                                                                                                           10"                                                                                                                                                                                                                                                                                                                                                                                                                      Water Building
                                                                                                                                                                                                                                 502                                         501
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Water Curbstop
                                                                                                                                                                                                                                                                                                                       506
                                                                                                                                                                                                                                                                                                                                           10"
                                                                                                                                                                                                                                                                                                                                                                            5TH ST
                                                                                                                                                                                                                                 504                                         503                                                                                                                               8"                                                                                                                                                                                                                                                                                                                                                   Water Hydrant

                                                                                                                                                                                                                                                                                                                                                                      507                                                                        8"                                                                                                                                                                                                                                                                                                                 Water Valve
                                                                                                                                                                                                                                                                            509                                        510
                                                                                                                                                                                         509                                                                                                                                                                                                                                                                                   8"
                                                                                                                                                                                                                                 512                                                                                                                                                                                                                  610                                                  620
                                                                                                                                                                                                                                                                            513                                        520                                            513                                                                                                                                                                                                                                                                                                                                                                                           City Limits
                                                                                                                                                                                                              513
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6"
                                                                                                                                                                                                                                                                            517                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Parcels

                                                                                                                                         517 515
                                                                                                                                                                                                                                                                                                                       526                                                                 711                                                                                                                                                                                                                                                                                                                                        1301
                                                                                                                                                                                                                                                                                                                                                                      517
                                                                                                                                                                                                                                 522                                        521                                                            10"                                                                                                                                                                                                                                                                                                                                                                                                               0                    250
                                                                                                                                                                                                                                                                                                                       530                                            523
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                                                                                                                                                                                                                                 530                                        529

                                                                                                                                          523 521
                                                                                                                                                                                                                                                                                                                       532                                            529                                                                                                                                                                                                                                                                                        Legend                                                                                      Source: Goodhue County, City of Kenyon, MnDOT
                                                                                                                                                                                                                                 534          4"                                                                                                                                                                                                      CENTENNIAL DR
                                                                                                                                                                                                                   529                                                      533




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 COUNTY 13 BLVD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Historical Water Main Failures


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C2
                                                                                                                                                                                                             529                                                                                                             538
                                                                                                                                                                                                              529               540                                                                                                                                   535



                                                                                                                                                                                                                                                                                                                                                                                                 TRAILER CT
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                                                                                                                                                                                                               529              544                                   543               616                                  544                                                                                                                                                         615
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                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                           6TH ST                                                        10"
                                                                                                                                                                                                             603                 606
                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                                      603               615                623                602
                                                                                                                                                                                                                                                                                                                                                                      549
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             August 2026                           Page 7 of410
                                                                                     Partial Replacement OptionsKenyon
                                                                                                                 for CityGIS
                                                                                                                          Infrastructure within TH 60                                                                                                                                                                                                                                                                              Av
                                                                                                                                                                                                                                                                                                                                                                                                                                        e
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                                                                                                                                                                                                                                                                                                   Front St




                                                                                                                                                                                                                                                                                                                                                      Red Wing Ave
                                                                                                                                                                                                                                                                                                                                                                          Pine St




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                                                                                                                                                                  Wa shington St
                                                                                                                                                                                                                                                                                                                                                                                                                                                           S le e S t
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                                                                                                                                                                                                                                                                                                     SEWER PIPE @ MH



                                                                                         1st St                                                                                                                                                         Spri ng S t                   F orest St

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                                                                                                                                1st St
                                                                                                                                                                                                                               1st St                                                              1st St



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                                                                                                                                                                                                                                                                                                                                                                                              La ng fo rd Ave
                                                              Kenyon Area
                                                                Historical

                                                                                                                                                                                                                                                        Sp rin g St
                                                                                                                                                                                   NEW 8" SANITARY                                                                         REPLACE ORIGINAL
                                                              Society at the                                                                                                       SEWER CLEAN-OUT                                                                                                                                                                                                                                 Hi
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                                                                                                                                                                                                                                                                                                                                                                                                                                                 56
                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                3rd St                                          3rd St                                                                                                                                                                                                                                                                                  Law n St
                                                                                                                                                                                                                               3rd St                                                              3rd St
                                                                                                                                                                                                                                                                                                                                                                                                                                                      56




                                                                                                  State St



                                                                                                                                                                                                                                                                                                                                                Re d Wing Ave
                                                                                                                                              Was hington St
         8/26/2026, 11:00:27 AM
         LEGEND                                                                                                                                                                                                                                                                                                                                                                                                             1:4,514
                      Sanitary Manhole                                           Sanitary Service Lines                                             Storm Apron                                                Water Valve                                                                                                                                            0               0.04                                   0.08                                                     0.16 mi

                      Sanitary Pipe Flow Arrow                                   Sanitary Pipe                                                      Storm Culvert                                              Water Service Lines                                                                                                                                    0             0.05                        0.1                                    0.2 km
                      Storm Pipe Flow Arrows                                     Storm Catch Basins                                                 Storm Pipe                                                 Water Pipe
                                                                                                                                                                                                                                                                                                                                                                                     Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, ©
                      City Limits                                                Storm Manhole                                                      Water Hydrant                                              Parcels - Goodhue Co.                                                                                                                                                 OpenStreetMap contributors, and the GIS User
                                                                                                                                                                                                                                                                                                                                                                                     Community, Vantor




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        42
                                                                                                                                                                                                                                                                                                                                              Earthstar Geographics | Esri, TomTom, Garmin, FAO, NOAA, USGS, EPA, USFWS |
                                                                                                                       Partial Replacement OptionsKenyon
                                                                                                                                                   for CityGIS
                                                                                                                                                            Infrastructure within TH 60
                                                                    Be rgen St

                                                                                                                                            A ng e lw o od
                                                                                                                                                                                                                                                                            Kenyon, MN
                                                                                                                                                                                                                                                   N Ridg e Dr
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Page 2 of 2                        m
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                                                                                                                                                                                                                                                                                                                                                                                                                                    Sanitary Sewer Improvement
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                                                                                                                                                              Mart St


                                                                                                     Oa k St


               8/26/2026, 11:23:46 AM
               LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                1:4,514
                                    Sanitary Manhole                                                              Sanitary Pipe                                                                                  Storm Apron                                                    Water Service Lines                                                                                                     0            0.04            0.08                      0.16 mi

                                    Sanitary Pipe Flow Arrow                                                      Sanitary Forcemain                                                                             Storm Culvert                                                  Water Pipe                                                                                                              0        0.05         0.1                   0.2 km
                                    Storm Pipe Flow Arrows                                                        Sanitary Wastewater Lagoon                                                                     Storm Pipe                                                     Parcels - Goodhue Co.
                                                                                                                                                                                                                                                                                                                                                                                                                   Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, ©
                                    City Limits                                                                   Storm Catch Basins                                                                             Water Hydrant                                                                                                                                                                                     OpenStreetMap contributors, and the GIS User
                                                                                                                                                                                                                                                                                                                                                                                                                   Community, Vantor
                                    Sanitary Service Lines                                                        Storm Manhole                                                                                  Water Valve


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  43
                                                                                                                                                                                                                                                                                                                                                                                            Earthstar Geographics | Esri, TomTom, Garmin, FAO, NOAA, USGS, EPA, USFWS |
                                                                     AGENDA ITEM NO.
                                                                     VIIC.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          October 13, 2026

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:                       Kenyon Crossings - Final Plat

SUGGESTED ACTION:              See attachments.

                               Recommended Action:
                               Motion Approving Resolution 2026-35

ATTACHMENTS:
Final Plat Staff Report_v2_CC.pdf
Kenyon Crossings Application-Plat-Plans.pdf
10-6-26 Planing Commission Draft Minutes.doc
Resolution_2026-35 Approving Final Plat Kenyon Crossings-v2.doc




                                                                                       44
                                                                             MEMORANDUM
Date:                      October 7, 2026
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – Final Plat



 Project Name: Kenyon Crossings Subdivision – Final Plat
 Meeting Date: October 6, 2026
 Applicant: Kenyon Real Estate 2 LLC.
 Engineer/Surveyor: Land & Resource Consulting & Bohlen Surveying
 Location: 127 Gunderson Boulevard
 Parcel ID: 661000030 and 662800400
 Zoning: R-3 (Multi-Family Residential)

1. Project Description

 The final plat proposes to combine and revise two
 parcels of land in separate subdivisions (Kenyon
 Original Plat and S.A. Bullis’ Second Addition to
 Kenyon and Rearrangement of Block 29 of Bullis’
 Second South Side Addition). The resulting
 subdivision would consist of one lot (1.0 acres), will
 establish additional drainage and utility easements,
 and will provide additional right-of-way width for
 Third Street and State Street.

2. Public Comment Summary

Neighborhood Notification: All property owners
within 350' feet of this property were notified within
ten days of the public hearing and published in the
paper on September 21, 2026, that a public hearing
was held on October 6, 2026 for this final plat request.
                                                                                                          Figure 1- Final Plat
Public comments are attached separately. Various
comments were received which relate the variances approved last month, but none were
received which appeared to directly correlate to the final plat decision.


H:\KENYON_CI_MN\_Plan Reviews\Kenyon Crossings Apartment\Staff Reports\Final Plat\Final Plat Staff Report_v2.docx



                                                                                                                                 45
Page:   2

3. Staff Recommendation

       Final construction plans and specifications have been submitted and only final redlines are
        needed for final approval. Final site plan approval must be completed prior to issuance of the
        building permit, later.
       The development agreement for this project has been approved previously.
       The final plat and supplementary data and documents as required by Chapter 565 of the Kenyon City
        Code and as submi ed by the Subdivider, are found to be consistent with and in conformity with
        Chapter 565 of the Kenyon City Code and Minnesota Statutes, subject to comple on of the following
        condi ons:

4. Recommended Conditions:

       See condi ons listed in a ached dra resolu on

4. Planning Commission Action

       Planning commission passed a motion recommending approval of the final plat, as described in
        the attached resolution

5. Requested City Council Action

    Staff recommends approval of Resolution 2026-35

6. Attachments

       Application Materials
       Public Hearing Comments
       Resolution 2026-35 Approval of the Final Plat




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                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWINGS BY




                                                                                                                                                                                                                                                                                                                                                                                                                            14260 23rd Ave N



                                                                                                                                                      Kenyon Crossings                                                                                                                                                                                                                                                     Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                           Phone: 763-340-0699


                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWINGS FOR




                                                                                                                                             City of Kenyon, Goodhue County, MN                                                                                                                                                                                                                                      Kenyon Crossings,
                                                                                                                                                                                                                                                                                                                                                                                                                           LLC

                                                                                                                                                                                                                                                                                                                                                                                                                           527 Professional Drive

                                                                                                                                                                                                    Final Plat                                                                                                                                                                                                              Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                                                                                           Phone: 507-301-1723


                                                                                                                                                                                                  September 8, 2026                                                                                                                                                                                                                 PROJECT

                                                                                                                                                                                                                                                                                                                                                               05.19.2026
                                                                                                                                                                                                                                                                                                                                                               07.10.2026
                                                                                                                                                                                                                                                                                                                                                               08.21.2026                                             Kenyon Crossings
GENERAL NOTES                                                                                                                                  VICINITY MAP                                                                                                                         SHEET INDEX & SUBMITTALS                                                   09.08.2026

1.       MN statute requires notifications per "State One Call" prior to commencing any grading, excavations or underground work.                                                                                                                                                   C0.0 - Civil & Landscape Title Sheet                                       X X X X                                                        Kenyon, MN
                                                                                                                                                                                                                                                                                    C1.0 - Ex. Conditions - Overall                                              X X X                                                      Goodhue County
2.       The contractor shall field verify locations and elevations of existing utilities and topographic features prior to                                                                                                                                                         C1.1 - Ex.Conditions & Removals - Project Area                             X X X X
         commencement of construction activity. The contractor shall notify the engineer of any discrepancies or variations from the                                                                                                                                                                                                                                                                                           CERTIFICATION
                                                                                                                                                                                                                                                                                    C2.0 - Preliminary Plat                                                    X X
         plans.
                                                                                                                                                                                                                                                                                    C2.1 - Site Plan                                                           X X X X                                           I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                 report was prepared by me or under my
3.       The contractor shall take all precautions necessary to avoid property damage to to adjacent properties during the                                                                                                                                                          C3.1 - Grading, Drainage & Erosion Control                                 X X X X                                                         EL
                                                                                                                                                                                                                                                                                                                                                                                                                 direct supervision and that I am a duly
         construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring                                                                                                                                               C3.2 - Enlarged Grading Plan                                                   X X                                                  CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                 Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                                                                                                                                                          NS OT IN
         during the construction phase of this project.                                                                                                                                                                                                                                                                                                                                                          laws of the State of Minnesota.
                                                                                                                                                                                                                                                                 Highwa             C3.3 - SWPPP                                                                   X X
                                                                                                                                                                                                                                                                                                                                                                                                                            TR FO AR
                                                                                                                                                                                                                                                                             y 60
4.       The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs,                                                                                                                     60                         C4.1 - Utility Plan                                                        X X X X
         directional signs, flagman and lights to control the movement of traffic where necessary. Placement of these devices shall
                                                                                                                                                                                                                                             way
                                                                                                                                                                                                                                                 5 6/
                                                                                                                                                                                                                                                                                    C7.20 - Civil Details                                                          X X                                            PR
                                                                                                                                                                                                                                                                                                                                                                                                                 Tony Pohl    UC R Y
         be approved by the engineer prior to placement. Traffic control devises shall conform to the appropriate MN Department of
                                                                                                                                                                                                                                        High                                        C7.21 - Civil Details                                                          X X                                                          TI
                                                                                                                                                                                                                                                                                                                                                                                                                 MN. Lic. No. 56606
         Transportation Standards.
                                                                                                                                                                                                                                                                                    C7.22 - Civil Details                                                          X X                                                             ON
                                                                                                                                                                                                                                                                                                                                                                                                                 Date: August 21, 2026
5.       In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for                                                                                                                                                 C7.23 - Civil Details                                                          X X
                                                                                                                                                                                                              CITY OF KENYON                                                                                                                                       X X
         the conditions on the job site, including safety for all persons and property during the performance of the work. This                                                                                                                                                     C7.24 - Civil Details                                                                                                                        ISSUED FOR
         requirement will apply continuously and not be limited to normal working hours.                                                                                                                                                                                                                                                                           X X
                                                                                                                                                                                                                                                                                    C7.25 - Civil Details

                                                                                                                                                                                                                         Red Wing Ave
                                                                                                                                                                       Gunder                                                                                                                                                                                                                                    ISSUE / REVISION                        DATE
                                                                                                                                                                               son Blv
                                                                                                                                                                                      d                                                                                             C7.26 - Civil Details                                                          X X
6.       The duty of the engineer or developer to conduct construction review of the contractors performance is not intended to                                                                                                                               Co
                                                                                                                                                                                                                                                                                                                                                                                                                 Preliminary Plat &
         include review of the adequacy of the contractors safety measures in, or near the construction site.                                                                                                                                                   un                  C7.30 - Civil Details                                                          X X                                           Preliminary CDs                         07-10-2026


                                                                                                                                                                                      Huseth St
                                                                                                                                                                                                                                                                  ty
                                                                                                                                                                                                                                                     h
                                                                                                                                                                                                                                                                       Rd
                                                                                                                                                                                                                                                                            12      C7.40 - Civil Details                                                          X X                                           DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                    SITE                                         Hig                                                                                                                                                             Preliminary Plat & CDs
7.       Before beginning construction the contractor shall install erosion and sedimentation control measures in accordance with                                                                                                                                                   L2.1 - Landscape Plan                                                      X X X X                                                                                   08-21-2026
         NPDES permit requirements, best management practices, state and local requirements and the details shown on the detail                                                                     127 Gunderson Blvd                               way                                                                                                                                                         Final Plat                              09-08-2026
                                                                                                                                                                                                                                                         56                         L7.0 - Landscape Details                                                       X X
         sheet(s) of the project plan set.

8.       All construction permits, applications and fees are the responsibility of the contractor.

9.       All entrance and connections to city streets shall be constructed per the requirements of the state and local jurisdictions,                                                                                                                                               PROJECT CONTACTS
         The contractor shell be responsible for all permits and notifications as required.

                                                                                                                                                                                                                                                                                     OWNERS                    Kenyon II Housing, LLC                        Alex Baraniak
10.      All street repairs and patching shall be preformed per the requirements of the city. All traffic control shall be provided by the
         contractor and shall be established per the requirements the MN manual of uniform traffic control devices and the city. This                                                                                                                                                                          527 Professional Drive                        507-301-1723
         shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times.                                                                                                                                                                     Northfield, MN 55075                          abaraniak@reboundpartners.com

11.      Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all
                                                                                                                                                                                                                                                                                     CIVIL                     Land & Resource Consulting                    Tony Pohl
         requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading.
                                                                                                                                                                                                                                                                                     ENGINEER                  14260 23rd Ave N                              763-328-0612
                                                                                                                                                                                                                                                                                                               Plymouth, MN 55447                            TonyP@landandresource.com
12.      Existing conditions topographic survey provided by others.

                                                                                                                                                                                                                                                                                     ARCHITECT                 Nile, Inc.                                    Jude Hallamek
                                                                                                                                                                                                                                                                                                               413 Wacouta St Suite 435                      612-998-6212
                                                                                                                                                                                                                                                                                                               St. Paul, MN 55101                            jude.hallamek@wearenile.com                                     SUBMITTAL INFO
GOVERNING SPECIFICATIONS                                                                                                                       PROJECT BENCHMARKS
                                                                                                                                               Top Nut Hydrant = 1144.27 - NE corner of Huseth St and parking lot entrance for Gunderson Apartments                                  SURVEY                    Bohlen Surveying                              Tom O'Meara                                         Review By: TP
     The Latest Edition of the Minnesota Department of Transportation "Standard Specification for Construction" shall apply.
                                                                                                                                               Top Nut Hydrant = 1147.60 - NW corner where 3rd St meets the Alleyway                                                                                           1682 Cliff Road East                          952-895-9212                                        Project # : 26013
     The Latest Edition of the City Engineers Association of Minnesota (CEAM) standard specifications shall apply.                             Top Nut Hydrant = 1146.93 - NW corner of the intersection of State St and 3rd St                                                                                                                                                                                  Submittal Date: 09-08-2026
                                                                                                                                                                                                                                                                                                               Burnsville, MN 55337                          tomeara@bohlensurveying.com
                                                                                                                                                                                                                                                                                                                                                                                                                 Submittal Phase: Final Plat
     The Latest Edition of the City of Kenyon engineering standards and specifications shall apply.

     All federal, state, and local laws, regulations, and ordinances shall be complied with in the construction of this project.
                                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET TITLE
     All traffic control devices and signaling shall conform to the latest edition of the Minnesota Manual on Uniform Traffic Control          LOCAL UTILITIES                                                                                                                      WARNING
     Devices. Including the latest field manual for temporary traffic control zone layouts.
                                                                                                                                               Gas                               Electric                        Internet & Phone
                                                                                                                                               Minnesota Energy Resources        Kenyon Municipal Utilities      Mediacom
                                                                                                                                                                                                                                                                                    The contractor shall be responsible for identifying the locations of all existing utilities. They shall cooperate with all
                                                                                                                                                                                                                                                                                    utility companies in maintaining their service and / or relocation of lines
                                                                                                                                                                                                                                                                                                                                                                                                                         Civil &
                                                                                                                                               800-889-9508                      507-789-6415                    855-956-4678
                                                                                                                                               Emergency Gas Leak:
                                                                                                                                               800-889-4970                                                      Frontier Fiber
                                                                                                                                                                                                                                                                                    The contractor shall contact "Gopher State One Call" at least 48 hours in advance for the locations for all underground            Landscape
                                                                                                                                                                                                                                                                                    wires, cables, conduits, pipes, manholes, valves or other buried structures before digging. The contractor shall repair
                                                                                                                                                                                                                 855-749-0761                                                       or replace the above when damaged during construction at no cost to the owner.                                                     Title Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                              SHEET NUMBER


                                                                                                                                                                                                                                                                                                                                                                                                                                    C0.0
                                                                                                                                                                                                                                                                                                                                                                                                                           Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TNH=1143.85
                                                                                                                                                                                RIM=1134.71
                         >>               24" R
                                               CP                                                                                                                               SW INV=1130.21                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     50
                                                      >>                                                                                                                        NW INV=1130.21
                                                                                                                                      >>                           >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWINGS BY
                                                                                                                                                                                      >>                           >>                    >>                    >>                           >>         24" RCP
                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Existing Conditions Notes
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                                                                                                                                    >> RC
                                                                                                                                         P                                                                                                                                                                                                                                                                                                                                                                                                                                        >>                    >>                                                                                                                                                                                              1.   Existing conditions shown are based on actual field survey, City of Kenyon utility records and utility service
                                                                                   >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STORM MANHOLE                                                                                           provider records and is approximate. Existing conditions shall be verified prior to the start of construction
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RIM=1138.71                                                                                             and any inconsistencies shall be reported to the engineer or owner/developer immediately.
                                                                              l                                                                                                             SANITARY MANHOLE                                                                                                                                                                                                                                                               SANITARY MANHOLE
   SANITARY MANHOLE                                                                                                                                                                         RIM=1135.16                                                                                                                                                                                                                                                                    RIM=1136.96                                                                                                                                                              >>                                               W INV=1132.55
          RIM=1135.45                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E INV=1132.69
                                                                                                                                                                                            E INV=1127.58                                                                                                                                                                                                                                                                  E INV=1129.35                                                                                                                                                                                                                                                                                                                2.   Soil boring locations shown are approximate. Refer to the geotechnical investigation completed by Chosen
                                                                                                                                     >24>" RCP                                                                                                                                                                                                                                                                                                                                                                      GUNDERSON BLVD.                                                                                                                                                                  S INV=1132.76                                              CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 24" RCP
         S INV=1126.70                                                                                                                                                                      SW INV=1127.58                                                                                                                                                                                                                                                                 W INV=1129.35                                                                                                                                                                                                                                                                                                                     Valley Testing, Inc. dated May 22, 2026.
         E INV=1127.15                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RIM=1138.49
        W INV=1126.70
                                                                              l     >>                                                                                                                                                                                                                                                                                                                                                                                     S INV=1130.73                            (SECOND STREET)                                                                                                                                                                                                                             SW INV=1135.34                                                                                                                                                           14260 23rd Ave N
                                                                                                                               >                          >                   >               >                       >                  >                 >                  >                             >                                                                                                                                                              SE INV=1129.64
                                                                                                                                                                                                                                                                                                                                         >                                                     >                                                  >                                  >                                                                                                                                                                                                                                                                                                                                                                                                                                                  Plymouth, MN 55447
                                                                          >                      8"                                                                                                                                                                                                                   8" CLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8" CLAY W/ PVC SLEAVE                                                                                                                                                       >>                                                                                                       CATCH BASIN
                                   >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1138.39                                                                                                                                                             Phone: 763-340-0699
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Existing Conditions Legend
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                                                                                                                                                                                                                                                                                                                                                                                                                                                             >
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                                                    >
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                                >>                                                                                                                        CATCH BASIN
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                                                                                                             GAS
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                                                                                                                                                          S INV=1131.29                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NE INV=1134.77
                                                    >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INV.=1135.7                                                                                                                                                                                                                        XXX             Existing Contour - Minor                      Hydrant                                                 Northfield, MN 55075
                                                                                                                                                          W INV=1131.29                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W INV (8"
                                                                                                                                                          N INV-1131.24                                                                                                                                                                      1141                                                                                                                              41                                  B-01                                                                                                                                                                                                                                                                                                                                                                                                                 Phone: 507-301-1723
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                                                                                                                                                          RIM=1136.28
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               42                                                                                                                                                                                                                                                          STORM MANHOLE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Fiber Optic                                   Catch Basin                                       Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                                  42
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                                                                                                                                                                                                                                                                                                                                                                                       EAST 19.00 FEET OF LOT 8
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                                                                                                                                      GAS                 GAS             GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OVERHANG                                                                                                                                      1140                                                                EXISTING
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                               >>                                                                                                                                                                                          GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1141                                                                                                                                                                                       >               Sanitary                                      Soil Borings                                              Kenyon, MN
                                                    >                                                  GAS
                                                                                                                                                                                                                                             GUNDERSON                                                                                                                                                                                                                                                                                                                            WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                         B-#
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 4
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                                                                                                GAS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N INV=1133.44
                                                                                                                                                                                                                                                                                            1143                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                                                                                                                                                      CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SE INV=1133.46
                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                    >>                                                  NW INV=1134.76                                                                          Asphalt
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                43                                                                                                                                                                            TV ANTENNA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   298.88
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                                         EAST LINE OF THE WEST                                                                                                                                                                                                                                                                                                                                                                            CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Licensed Professional Engineer under the




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STATE STREET
                                                                                                                                                                                                                                                                                                                11
                                                    >                                       GAS
                                                                                                                                                                                                                                                                                                                                         56.00 FEET OF LOT 4                                                                         1143                                                                       127 GUNDERSON BLVD                                                                                                >>                                                                                                      RIM=1139.81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              laws of the State of Minnesota.
                              >>                                              l                                                                                                                                                                                                                                                          SOUTH LINE OF THE NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E INV (4" POLY)=1136.81                                                                  Gravel
                                                                                                                                                                                                                                                                                                                                         31.00 FEET OF LOT 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ONE-STORY, VACANT                                                                  RAMP                                                                                                                41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11                 11
                                                                                                                                                                                                                                4 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                           41                                      SUMP=1133.41
                                                                                                                                                                                                                             11                                                                                                                                                                                                                                                                                       ~26,490 SF                                                                                                                                                                                                                                                                                                   Existing Building
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           UC R Y
                                                                                                                                                                                       42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        XE
                                                                                                                                                                                      11                                                                               16.98                                                                 69.00                                                                                                                                                                   FFE ~1145.0                                                                                                                                                                                                                                               OH                                                                                                                                              PR
                                                    >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RIM=1142.41
                                                                              l
                                                                                                                                                                                                                       187.21                                                                                                             S89°24'35"E                                                                                                                                                                                                                                                          42                                                                                                                                                                                                                                                                                                             Tony Pohl
                                                                                                                                                                                                                                                                    S00°56'28"W                                                                                                                                                                                                                                                                                                                              1142               >>                                                                                                        DT INV=1140.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MN. Lic. No. 56606
                              >>                                                                                                                                                                                    N89°22'52"W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DT INV=1140.71 E
                                                                                        GAS
                                                                                                                                                                                           NORTH LINE OF THE SOUTH
                                                                                                                                                                                           92.00 FEET OF LOTS 1,2&3
                                                                                                                                                                                                                                                                                  114
                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                                            1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N INV=1137.26 O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ON
                                                    >                         l                                                                               1   142                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W INV=1137.09                                                                                                                                                                       Date: August 21, 2026
                                                                                                                                                 BURIED 1143                                                                       44                                                                                                                                                                                                      B-02
                                                                                                                                                                                                                                 11                                                     1144                                                                                                                                                                                                                                                                                                                                                                                                                 2                                      E
                                                                                                                                                 UTILITY PIPE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               114                                  OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               B-04                                                                                                                                                                                                                                                                                                                                                                                                           ISSUED FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11
                              >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 42



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OVERHANG
                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                       ISSUE / REVISION                        DATE
                                                    >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM




                                                        HUSETH STREET
                                                                                                       LOT 1, BLOCK 34
                                                                                                1
                                                                                                                                                          5                                                                   GUNDERSON APTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MANHOLE                                                                                                                                                                             Preliminary Plat &
                                                                                   114                                                                114                                                                                                                                                                                                                              EXISTING PARCEL SIZE: 2.8 ACRES
                                                                                        SW CORNER OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RIM=1144.62                                                                                                                                                                         Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                             REMODELED 20 UNIT                                                                                                                                                                                                                                                                                      GATE                                                                                                                                                        114                                       S INV=1137.54
                             >>                                               l
                                                                                                                                                                                                                           ONE-STORY WOOD FRAMED                                                                                                                                                                                                                                                                                                                            ELECTRIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DLI Review Submittal                    08-17-2026
                                                >                                                                 1142                                                                                                                                                                                                CATCH BASIN                                                                                                                                                                                                                                            CABINET                              44                                                                                                                                                                                                                                                                                                          Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11                                                                                                                         E INV=1138.99
                                                                                                                                           1143                                                                               MULTI-FAMILY BLDG                                                                        RIM=1143.72                                                                                                                                                                                                                                    GAS LINE (GOES                                                                                 >>                                                                                                                                                                                                                                                       Final Plat                              09-08-2026
                                                                                                                                           114                                                                                                                                                                        E INV=1139.62                                                                                                                                                                                                                                  UNDERGROUND)                                                                                                                                                         W INV=1138.16                        X
                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W INV=1135.07

                                                                                                                 TNH=1144.27
                                                                              l                                                                                                                                                                                                                                       S INV=1139.62
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114                       N INV=1134.72
                             >>                 >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1145                                                                                                                                       11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 44
                                                                                                                                                                  CATCH BASIN
                                                12"                                                                                                                     144
                                                                                                                                                                  RIM=1141.48
                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1145                                                                                                                                                                 >>                                                                   RIM=1143.86
                                                                                                                                                43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W INV=1139.86
                                                                                                                                             11                                                                                                                                                                           1145

                             >> 24" RCP
                                                                                                                                                                                                                    1145
                                                                              l
                                                                                                                                                                  S INV=1137.38                                                                                                                                                                                                                                                                                                                           190.32 S89°22'52"E                                                                        TNH=1146.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1145
                                                                                                                                                                                                                                                                                                                           TNH=1147.60                                                                                                                                                                                                                              B-03
     SANITARY                                                                                                                                                                                                                                                                                                             FO
                                                                                                                                                                                                                                                                                                                                                 FO                                                        FO                                     FO                           FO                         FO                                                            UTILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                VAULT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FO
     MANHOLE
                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                               >>                              >>                      >> 15" RCP                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FO            FO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18" RCP
  RIM=1141.87                                                                                                                  l                      l                   l            l                      l              l                 l                l                   l                           l                                                            l                                                  l                                      l                  l                    l                   l                  l
                                                                                 297.74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l                  l                 l                                                              l                               l                         l

                                                                                                                                                                                                                                                                                                                                                                                                                  S00°54'05"W
 N INV=1132.82
                                                                                                                                                                                                                                                                                                                                                                                                                                                  114
                                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                      l             l               l
 E INV=1132.82
                                                                              >                                                     >            8"
                                                                                                                                                              >                             >                       >                   >              >                      >                             >                                                                    >     >>                                            >                                                                                                                                                      1145
SW INV=1134.57                                                                S00°54'05"W                                                                                                                                                                                                                            FO
                                                                                                                                                                                                                                                                                                                                                                                       66.00                                                                     >                        >                        >          8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                     >              >                    >                                      >                                                             >                             >     8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >              >
     SANITARY
                             >>           >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THIRD STREET                                                                                >>
     MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                        114                                                                                                                                                                                                                                                              15 "
                                                                                                                                                                                                                                                                                                                                                                                                                                           4
   RIM=1142.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >> RC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1145                                                                                                                                                 P

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      24" RCP
 S INV=1135.43                                                                                                                                   SANITARY MANHOLE                                                                                  NORTH LINE

NW INV=1136.16                                                                         >>     15"
                                                                                                                                                        RIM=1144.39
                                                                                                                                                                                                                                                   OF BLOCK 2
                                                                                                                                                                                                                                                                                                                     FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                       CATCH BASIN                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            46                                                             >>                                  CATCH BASIN                                STORM MANHOLE
                                               15" RCP                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1143.74                                                                                                                                                                                                                                                             RIM=1144.17                                RIM=1145.14
NE INV=1135.13
                      > 8"                     >>                                                                                                      N INV=1133.28                                                                                                                                                                                                                                                                                   N INV=1139.94                                                                                                                                                                                                                             1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S INV=1139.82                              SE INV=1138.44
 CATCH BASIN                                                                                                                                           E INV=1133.28                                                                                                                                                                                                                                                                                                                                                                                                                       CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>                 NW INV=1138.67                             NW INV=1138.37
                                                                                  NW CORNER
   RIM=1141.89                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1145.15

                         >> 24" RCP
                                                                                                                                                      W INV=1133.28                                                                                                                                                                 45
 S INV=1136.39                                                                                                                                                                                                                                                                                                                   11                                                                                                                    THE NE CORNER OF THE WEST 10.00 FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N INV=1141.35                                                                                                                                                                  S INV=1138.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                       OF LOT 8, BLOCK 2, CLARK'S ADDITION
                                                                                  OF BLOCK 2
                                                                                                                                                                                                                                                                                                                      FO
 N INV=1136.39
                                                                                                                                                      CATCH BASIN                                                                                                                                                                                                                                                                                      SANITARY MANHOLE
 E INV=1136.49                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SANITARY MANHOLE
                                                                                                                                                      RIM=1143.10                                                                                                                                                                                                                                                                                      RIM=1144.22
                                                                                                                                                                         5                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1145.16                                                                                                                                                                                                                                                                                                                                         SUBMITTAL INFO
 CATCH BASIN                                                                                                                                          W INV=1139.45     114                                                                                                                                           FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                       E INV=1134.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E INV=1136.76
  RIM=1141.95                                                                                                                                                                                                                                                                                                                                                                                                                                          W INV=1134.50
                                                                                                                                                                                                      1146                                                                                                                                                                                                                                                                                                                                                                          W INV=1136.76
NE INV=1136.70                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S INV=1136.84                                                                                                                                                                                                                                                                                                                            Review By: TP
 W INV=1136.60                                                                                                                                            STORM MANHOLE
                                                                                                                                                                                                                                                                                                     1146
                                                                                      WEST LINE OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S INV=1140.60
                                                                                                                                                          RIM=1143.55                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Project # : 26013
                                                                                                                                                          N INV=1137.15                                                                                                                                                   FO
                                                                                                                                                                                                                                                                                                                                 114
                                                                                                                                                                                                                                                                                                                                     6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Submittal Date: 09-08-2026
                                                                                      LOT 17, BLOCK 2                                                     E INV=1138.05                                                                                                                                                                                                                        140.45
                                                                                                                                                          W INV=1137.05                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Submittal Phase: Final Plat
                                                                                                                                                                                                                                                                                                                                                                                             N00°52'36"E

                                                                                                                                                                                                                                                                                                                                             THE EAST LINE OF THE WEST
                                                                                                                                                                                                                                                                                                                      FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SHEET TITLE


                                                                                                                                                                                                                                                                                                                                             10.00 FEET OF LOT 8, BLOCK 2
                                                                                                                                                                                                                                             EXISTING CLINIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Existing Parcels per
                                                                                                                                                                                                                                                                                                                     FO
                                                                                                                                                                                                                                                                                                                                         114
                                                                                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Goodhue County                                                                                                                                                                                                                                                                           Existing
                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Conditions -
                                                        SW CORNER OF
                                                                                                                                                                                                                                                      FO               FO                     FO
                                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDING

                                                                                                                                                                                                             SOUTH LINE OF BLOCK 2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Overall
                                                        LOT 17, BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                235.06
                                                                                                                                       1146                                         ALLEY                         1147                        N89°24'46"W
                                                                                                                                                                                                                                                                                                   1147


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SHEET NUMBER
                                                                                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                  48                                                           1148                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30 scale

                                                                                                                                                  EXISTING                        EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N                                                      Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C1.0
                                                                                                                                                                                                                                                                                                                                      EXISTING
                                                                                                                                                  BUILDING                        BUILDING                                              EXISTING                                                                                      BUILDING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0              30                60           Call before you dig.               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                        BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                    STORM MANHOLE                                                                                                                                                                                                                                                                  DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RIM=1138.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Removals and Clearing Notes
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W INV=1132.55                                                                                                                       1.      All temporary erosions control measures shall be installed and inspected prior to the start of construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E INV=1132.69
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Refer to sheet 3.1 for erosion prevention and sedimentation control measures utilized.
                                                                                                                                                                                                                                                            GUNDERSON BLVD.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S INV=1132.76                                                                      CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                                                           RIM=1138.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.      Contractor shall obtain permits for demolition, removals, clearing, grubbing and disposal prior to the start of
                                                                                                                                                                                                                                                            (SECOND STREET)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW INV=1135.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               construction.
                      >          >              >                       >              >                         >                                  >                    >
                                                                    8" CLAY
                                                                                                                                                                                                 >                     >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CATCH BASIN                                      3.      Dimensions illustrating the limits of demolition and removals are approximate. Coordinate the actual limits of                  14260 23rd Ave N
                                                                                                                                                                                               8" CLAY W/ PVC SLEAVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1138.39
                                                                                                                                                                                     >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                                                                                                                         NE INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               demolition with the proposed improvements.                                                                                     Plymouth, MN 55447
                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>                                                                        W INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                                                                                        4.      Schedule and complete public roadway demolition and replacement to minimize impacts to traffic.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>              12" R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CP
                                                                                                                                                                                                     6" C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                                                      DRAWINGS FOR
                                                                                                        SANITARY    MANHOLE                                                                      >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.      All lane closures and work within the public right-of-way shall be reported to the City of Kenyon and
                                                                                                                                                                                                       LAY
                                                                                                                                                                                      4" PVC
                                                                                                          11                                                                                                                                                                                                                                         8                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                             38 RIM=1136.96
                                                                                                                                                                11
                                                                                                                                                                  38                 >                                                                                                                                                           113                                                                                                                                                                                                                                                                                                                                                                                                        39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORM MANHOLE                                                                 Goodhue County 7 days prior to the start of construction.
                                                                                                                E INV=1129.35                                                                                                                                   1138                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11                           RIM=1138.31
                                                                                                                W INV=1129.35
                                                                                                                                                                                                               BLOCK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                                  S INV=1133.35                                                         6.      Emergency access through the construction areas shall be maintained throughout the course of                             Kenyon Crossings,
                                                                                                                S INV=1130.73                                   11
                                                                                                                     9                                                                                           11                                                                                                                                                                                                    113                                                                                                                                                                                                                                                                                                                                                                                                       N INV=1133.01                                                                 construction.
                                                                                                               SE 113                                            39                                          PLANTER38
                                                                                                                  INV=1129.64                                                                                                                                                                                                                                                                                             9                                                                                                                                                                                                                                                                                                                                                                                                      E INV=1134.16                                                                                                                                                                                                LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                / / / / / / / / //// / / / / / / / / / / / / / / / / / //// / / / / / / / / / / / /
                                                                                                                                                                                                            WITH SIGN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REMOVE                                                     1                   SW INV=1134.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            114
                                                                                                                                                                                                                1139                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CURB TO                                                                                                                                              7.      Contractor shall provide barricades, lights, signs traffic control and other measures necessary to ensure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                  NEAREST                                                                                                                                                      safe traffic flow during the course of construction.                                                                           527 Professional Drive
                                                                                                                                                                                                                                                                                      WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             114
                                                                                                                                                                                                                                                                                                1138
                                                                                        114
                                                                                                                                                                                                                                                                                                            1137
                                                                                           0                                    1140                                                                                                                                                                                                                           FINISH FLOOR                                                                                                                                                                                                                                                                                                                                                                       JOINT                                                         2                                                                                                                                                                                                                              Northfield, MN 55075
                                                                                                                                                                                                                     1140
                                                                                                                                                                                                                                                                                                                                                               ELEV. = 1136.38                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.      Features not designated to be removed shall be protected during the course of construction. Damage to                          Phone: 507-301-1723
                                                                                                                                                                                                                                                         11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CATCH BASIN
                          1141
                                                                                                                                                                                                                                                           39                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  features not designated for removal or altered as part of this project shall be repaired or replaced at no
                                                                                                                                                                                                                                                 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1137.97
                                                                                                                                                                                                                                                      40                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       additional cost to the developer, city or county
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                 NE INV=1134.77

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W INV (8"                                                                                                                                                                                                             PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 POLY)=1135.47                                                         9.      Trees designated for removal includes the root structure. Trees on or near the limits of grading or removals
                                                                                            1141                                                                                                   41                                                      B-01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                shall be saved unless noted otherwise on the plans. Trees and stumps may be ground onsite. Chipped
                                                                                                                                                                                                 11                                                                                 114
                                                                                                                                                                 114                                                                   11                                              1                                                                                                                                1142                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   materials shall not be mixed into subgrade materials under any structures.
                                                                                                                                                                     1                                                                      41                                                                                                                                                 WALL
                                                                                                                                                                                                                                                                                                    1 142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                                                                                                                                         Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.     Contractor shall remove all features including, but not limited to underground utilities, fence, walls, footings,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               walls, lighting, signs, stairs, and landscaping within the grading and demolition limits unless otherwise noted




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// / / / / / / / / / / / / / / / / / //// / / / / / / / / / / / / / / / / / //// / / / / / / / / /
                                                                                                                                                                                                                                                                                                                                                                                                                       1142                 1140
                                 1142                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          on the plans.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kenyon, MN
                                                                                                                                                                                                   42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                                                                                             STORM MANHOLE                                                            11.     Coordinate removal, termination, and reuse of existing utilities and appurtenances with service providers.                      Goodhue County
                                                                                                                                                                                                 11
                                                                                                            11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1140.03                                                                      Restore all disturbed utilities or coordinate repair/replacement with the utility service providers.
                                                                                                                 42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REMOVE UTILITY
                                                                                                                                                                                                        4   3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S INV=1135.35
                                                                                                                                                                                                     1111                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURE                                                                          SE INV=1135.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CERTIFICATION
                                                                                                                                                                                                         44                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            12.     Exiting conduits and underground pipes may be abandon in-place if filled properly with sand or flowable fill if
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REMOVE STRUCTURE                                                                                                                                                    I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               the existing utilities are ore not in conflict with existing or proposed utilities or structures. Termination of a
                                                                                                                                                         11                                                                               FINISH FLOOR ELEV. = 1145.01                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                                                               AND UNUSED PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               utility shall be completed in accordance with the utility service provider's standards.                              report was prepared by me or under my
                                                                                                                                                           42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    direct supervision and that I am a duly
                                                                                                                                                                                                                                                                   OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1140                                                                                                                                                       13.     Demolition debris shall become property of the contractor unless noted otherwise on the plans. All                          CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                      1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               construction debris shall be removed from the site to an approved location.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                      1141
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                  8
                                                                                                                                                                                     43
                                                                                                                                                                                                                                                                                                                                                                                         WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STORM MANHOLE                                  BLOCK UP OPENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       14.     Report the presence of wells and drain fields and septic tanks to the engineer and owner.                             PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Tony Pohl    UC R Y




                                                                                                                                                                                                                                                                                                                                                                                                                                           XXXXXXXXXXXXXXXXXXXXXXX
                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1140.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MN. Lic. No. 56606

                                                                    REMOVE BUILDING AND ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                   114
                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N INV=1133.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S INV=1133.70                                                                                                                                                                                                           ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                                                                                                                                                                                                                                                                                                            Existing Conditions Legend                                                                                                  Date: August 21, 2026
                                         1143
                                                              ASSOCIATED ITEMS INCLUDING BUT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SE INV=1133.46
                                                                  NOT LIMITED TO FOUNDATION,                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                                                                          NW INV=1134.76
                                                              FOOTINGS, UTILITIES, MECHANICAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                                                                                                                                                                                                Property Line                                  Monument                                                        ISSUED FOR
                                                                                        EQUIP.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        XXX                                                           Street Light
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Existing Contour - Major                                                                                                               DATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  XXXXXXXXXXX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE / REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                       43             >>                                                                                                                                                                                                                                                                                                            >>                                                       OHE                OHE                 OHE               OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      XXX            Existing Contour - Minor                       Power Pole                                      Preliminary Plat &
                                                        11
                                                          43
                                                                                                                                                                                                                         TV ANTENNA                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Preliminary CDs                         07-10-2026




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STATE STREET
                                                                                                                                                              1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                        CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OHE        Overhead Electric                              Hydrant                                         DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1139.81                                                                                                                                                                                            Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GAS        Underground Gas                                Water Valve
                                                                                                                                                                                                                                                                                                                                                                                                                RAMP                                                                                                                                                                                                                                                                                                                                                                                  1                      E INV (4" POLY)=1136.81                                          OH                                                                                                                                    Final Plat                              09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                            8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                                                                              11                          1   14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       41                                                    SUMP=1133.41                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FO        FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Fiber Optic                                    Utility Structure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                                                                                 OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>             Storm                                          Sanitary Manhole




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    / / / / / / / / / / / / //////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / /
                                                                                                                                                                                                                                                                                                                                                                                                                               42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >              Sanitary                                       Storm Manhole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STORM MANHOLE                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                               1142
                                                                                                                                                                                                                                                                                                                                                                                                                              11               >>                                                                                                                                                                                                                                                                                                                                                                            RIM=1142.41                              OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l              l    Water                                          Catch Basin
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DT INV=1140.51
                                 114                                                                                             1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                        DT INV=1140.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Fence                                          Sign
                                     3                                                                                                                                   1144                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N INV=1137.26             OH
                                                                                                                                                                                                                                                                                                                                                                                                                       XXXXX   >>                                                                                                                                                                                                                                                                                                         REMOVE                                                                             W INV=1137.09                                                                                           Retaining Wall                                 Existing Tree
                                                                                                                                                                                                                                                                                                                                                                                                                         8" Clay                                                                                                                                                                                                                                                                                                          STORM
                                         1144                                                                                                                        B-02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MANHOLE                                                                                     OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                                                                                             Asphalt                            B-#
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X                                                                                                 Soil Boring
                                                                                                                                                                                                                                                                                B-04                                                                                                                                                                                                                                                                                                                                                                                                                                               >>                                                                                                                                                                                                Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REMOVE AND                42                                              OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                                     1143




                                                                                                                                                                                                                                                                                                                                                                                          OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SALVAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SIGNS                                                                              STORM
                                                        EXISTING BUILDING TO REMAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                                        MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1144.62                                                                Removals Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24" RCP
                                                        COORDINATE WITH ARCHITECT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S INV=1137.54
                    GUNDERSON APTS                      FOR BUILDING MODIFICATIONS                                                                                                                                                                                                  GATE                                                                                                                                                                                                                                                                                                                                                                                                                                                                           114                                                       SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E INV=1138.99                                                                                                                           Estimated Quantity
                   REMODELED 20 UNIT                                             CATCH BASIN                                                                                                                                                                                                                                            FINISH FLOOR                         ELECTRIC                                          11                                                                                                                                                                                                                                                                                                  >>                                                                                        W INV=1138.16                                                                                            Asphalt Removal                3,620 SF                                                                   SUBMITTAL INFO
                 ONE-STORY WOOD FRAMED                                            RIM=1143.72                                                                                                                                                                                                                                           ELEV. = 1145.02                      CABINET                                                44                                                                                                                                                                                                                                                                                                                                                                                       W INV=1135.07                                        X

                                                                                 E INV=1139.62                                                           FINISH FLOOR OF NEWER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               N INV=1134.72
                    MULTI-FAMILY BLDG                                            S INV=1139.62                                                           BUILDING = 1144.98                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Concrete Removal                8,875 SF                                                       Review By: TP
                                                                                                                                                                                                                                                                                                                                                                 GAS LINE (GOES
                                                                                                                                                                                                                                                                                                                                                                UNDERGROUND)                                                                                                                                                                                                                                                                                                                                                                                                                                             CATCH BASIN                                                                                                                                                                                                Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8        >>                                                                                                                                                                                               Building Removal                27,000 SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4                             RIM=1143.86                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Submittal Date: 09-08-2026
                                                                                                                                                                                                                                                                                                                                        1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MAINTAIN EXISTING                                                                               W INV=1139.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PAD FOR NEW                              11                                                                                                                                                                                                                                                                Submittal Phase: Final Plat
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ELECTRIC                                                                                                                                                                           //////////////////////// Curb Removal                    530 LF
                                                                                                                                   / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / //
                                                                                                                                                                                                                                     1145 / // / / / // / // / / / // / // / / / // / // / //// / // / //// /


                                                                                                                           // / ///// // / //// /                                                                                                                                                                  / //// / / / / / / / // /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TRANSFORMER                                                                                                                                                                                                 Retaining Wall & Fence          270 LF
                                                                        1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                                               Removal                                                                                                        SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                                    B-03                                        1145                                      /////                                                                                                                                                                                                                                                          REMOVE UTILITY
                                                                                                                                                                                                                                                                                                                                                                        UTILITY                                                                                                                                                                                                                                                                                                                                          STRUCTURE                                                                                                                                                                                                   Sawcut                          495 LF
                                                                                                                                                                                                                                                                                                                                                                           1145 VAULT
                                                                                       FO              FO                    FO                                   FO            FO                              FO                      FO
                                                                        FO                                                                                                                      FO                                                         FO                  FO                                                                                                                                                              / //
                                                                                                                                                                                                                                                                                               FO                                                                                                                         FO

                                                                                                                                                                                                                                                                                                                                                                                                                   ///
                                                                                                                                                                                                                                                                                                                                   FO                 FO
                                                                                                                                                                                                                                                                                                                                                       FO                                     FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                  l         l            l          l    FO
                                                                             l                     l                   l
                                                                                                                            /                             >>
                                                                                                                                                          l
                                                                                                                                                                                     >>
                                                                                                                                                                                          l
                                                                                                                                                                                                        >>
                                                                                                                                                                                                            l               l
                                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                           15">>
                                                                                                                                                                                                                                                               RCP
                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                           l                                  l
                                                                                                                                                                                                                                                                                                                               / ////////                             / /// / ////////// >>
                                                                                                                                                                                                                                                                                                                                               / /// / /// / /// / ///>>
                                                                                                                                                                                                                                                                                                                                 >> / /// / ///>>                                        / /// / /// / / / / / / / >>                                                                                                                                                                                                                                                                                                                                        18" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            XXXXXXXXXXXX Utility Removal
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Structure Removals
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     96 LF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ~12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Ex. Conditions
                                                                                                                                                                                                                                                                                                                                                           l             l           l                      l                  l                                                                                                                                                                                                                                                          l
                                                                                                             8                                          REMOVE CURB
                                                                                                                                                                 114
                                                                                                                                                                     4
                                                                                                                                                        TO NEAREST JOINT
                                                                                                                                                                                               REMOVE AND
                                                                                                                                                                                               SALVAGE SIGN
                                                                                                                                                                                                                                                                REMOVE UTILITY
                                                                                                                                                                                                                                                                STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                REMOVE AND
                                                                                                                                                                                                                                                                                                                                                                SALVAGE
                                                                                                                                                                                                                                                                                                                                                                                               8                       REMOVE AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l                  l                         l             l                l              l              l       l                                      Tree Removal                    4                                                               & Removals -
                      >          >              >                                                                                                                                                                                                                                                                                                                                                    1145              SALVAGE SIGNS                                                                                                                                                                                                                                                                                     >>
                                                              FO
                                                                        >                              >                     >                                   >                   >                                                                                                                                                                          SIGNS
                                                                                                                      >>                                                                               >                    >                        >                     >
                                                                                                                                                                                                                                                                               8"
                                                                                                                                                                                                                                                                                                    >                                          >                   >             >                      >                     >                                                                                                                                                   >                                                                                                                                                                                      >                         >                         >   8"         >                   >             >                                                                                                                                                      Project Area
UTILITY & DRAINAGE EASEMENT
PER DOC. NOS. A92415 & A95423
                                                               FO

                                                                                                                                                              114
                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                   THIRD STREET                                                                                                                                                                                                                                                                                                                                                                                                                                        >>15 "
       (EX. NOS. 11 & 12)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                                                                                                 RC                                                                                                                                                                                                                                                               SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                               1145                                                                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 P

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20 scale
                                                                   FO
                                                                                                                                                                             CATCH BASIN
                                                                                                                                                                             RIM=1143.74
                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                                           46                                                                                                                                                                                                                                                                                                                     >>                                        CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1144.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RIM=1145.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N                                                         Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C1.1
                                                                                                                                                                             N INV=1139.94
                                                                   FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S INV=1139.82                                            SE INV=1138.44                                                                      0                 20              40           Call before you dig.                  Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NW INV=1138.67                                           NW INV=1138.37
                                                                                                                                                                                                                                                                                                                                                                                                            CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1145.15                                                                                                                                                                                                                                                                                                                                                         >>                                                                                  S INV=1138.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           52

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   General Site Notes                                                                                                               DRAWINGS BY




                                                                                                                                               30.0' SIDE SETBACK (STREET)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.

                                                                                                                                                                                                                            GUNDERSON BLVD.                                                                                                                                                                                                                                                        2.    Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted


                                                                                                                                                                              5.0' D&U EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         otherwise on the drawings.
                                                                                                                                                                                                                            (SECOND STREET)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.    The building and structure location and orientation is shown on the plans in relation to the property
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         boundary and right-of-way.                                                                                              14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.    Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to             Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         stake the new structures and buildings.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5.    Erosion control and sedimentation control measures shall be installed and inspected prior to the start of                 DRAWINGS FOR
                                                                                                                                                                                                                                                       11.9'                                                                                                                                                                                                                                             construction.

                                                                                                                                                                                                                                                                                                                                                               11.6'        5.0'       9.6'                                                                                                        6.    City infrastructure shall be built in accordance with City of Kenyon material and construction methods. In       Kenyon Crossings,
                                                                                                                                                                                                                                                                                                                                                                                                          PEDESTRIAN                                                                                     the event of a discrepancy, the City Standards shall govern.
                                                                                                                                                                                                                                                       18.0'                                                                                                                                              RAMP                                                                                                                                                                                                                  LLC
                                                                                                                                                                                                                                                                                                       R4                                                                                                 INSTALL "EXIT                                                                            7.    Improvements within the County right-of-way shall be constructed in accordance with County Construction
                                                                                                                     SBL                              SBL                                                      SBL                        SBL                  SBL                                       2.0
                                                                                                                                                                                                                                                                              SBL                SBL        '                                                                                             ONLY" SIGN                                                                                     Standards. In the event of a discrepancy, the County Standards shall govern.                                           527 Professional Drive
                                                                                                                                                                                                  R3 4                                                 5.0'                                                                                                                            4.0'
                                                                                                                                                                                                                                                                                                                                                                                                R8
                                                                                                                                                                                                       .0'                                                                                                                                                                                         .0'                                                                                                                                                                                                                           Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                                                ONE-WAY
                                                                                                                       B612 CURB &                                                                                                                                                                                                             R2 0
                                                                                                  SBL                                                                                                                                         PRIVATE                                                                                              .0'                                                                                                                                                                                                                                                                          Phone: 507-301-1723
                                                                                                                       GUTTER (TYP)                                                                                                                                                                                  SBL
                                                                                                                                                                                                                                          RETAINING WALL                                                                                                                                                  VALLEY GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Zoning & Setback Summary
                                                                                                                                                                                                                                          MODULAR BLOCK                                                                                                                         EXIT ONLY         8.0
                                                                                                                                                                                                                                                                                                                                                                                                      '
                                                                                                                                                                                                                                              W CAP &                                                                                                                                           R                                                                                                  Existing Zoning Designation: R-3 Multi-Family Residence                                                                               PROJECT
                                                                                                                                                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                                                            GUARDRAIL                                                                                                                                   4.0               INSTALL "EXIT
                                                                                                  SBL    21.0'                                                                                                                                                                                                    SBL                                                                                     ONLY" SIGN
                                                                                                                                                                                                                      B-01                SEE ARCH PLANS                                                                                                                   5.0'                                                                                                                    Minimum Lot Size: 2,700 sf / unit @ 38 units = 102,600 sf / 2.4 ac
                                                                                                           9.1                                                                                                                                                                                                                                                                                            PEDESTRIAN                                                                               Minimum Lot Width: 75'
                                                                                                               '
                                                                                                                                                                                                                                                                                                          7.4'                                                                                            RAMP                                                                                     Maximum Height: 45'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Kenyon Crossings
                                                                                              7   5°'                                                                                                                                                                                                                                                                                                                                                 CHANGE TO B618

                                                                                                  SBL
                                                                                                                                                                                                                                                                                                                              4.9'                                              5.0'
                                                                                                                                                                                                                                                                                                                 SBL                                                                                                                                                                               Building Setback Requirements:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Front Yard: 30'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Rear Yard: 30'
                                                                                                                20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Side Yard (Interior): 10'
                                                                                              SBL                                                                                                                                                                                                                SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Side Yard (Street): 30'                                                                                                          CERTIFICATION
                                                                     3.9'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      I hereby certify that this plan, specification, or
                                                                     10.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Parking Setback Information                                                                                        report was prepared by me or under my
                                                            REAR SETBACK &                                                           19.0'                                                   5.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Rear Yard: 6'                                                                                                                    EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      direct supervision and that I am a duly
                                                            D&U EASEMENT
                                                                                              SBL                                                                                                                                                         STEPS WITH                                             SBL       5.0'        11.9'             5.5'                                             VALLEY GUTTER                                 EXISTING                                   Side Yard: 3'                                                                                                             CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      laws of the State of Minnesota.
                                                                                                                                                                                                                                                          HANDRAIL SEE ARCH                                                                                                                               (TYP)                                         BUILDING
                                                                                                                                                                                                                                                                                                                                               75.7'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Access drives may be placed adjacent to property lines when paved
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TR FO AR
                                                                                                                                                                                                                                                          PLANS
     GUNDERSON
       HOUSE                                                                                 SBL
                                                                                                                              PROPOSED
                                                                                                                                                                                                                                                                                                                SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Tony Pohl    UC R Y
                                                                                                                              PAVEMENT                                                                                                                                                                                                                                                                                                                                                             Area Summary within Property Boundary                                                                                             TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MN. Lic. No. 56606
                                                                                                                              MARKING
                                                                                                                              (TYP)                                                                                                                                                                                                                                                                                                                                                                Existing:                                                                                                                            ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Date: August 21, 2026
                                                                                                                                                                                                                            PEDESTRIAN                                                                                                                                                                                                                                                             Pervious:        10,193 sf          0.23 ac     23.7%
                                                                                                                                                                                                                                                                                                                                                                                                          PRIVATE
                                                                                             SBL                                                                                                                                                                                                               SBL
                                                                                                                                                                                                                            RAMP                                                                                                                                                                          RETAINING WALL                                                                           Impervious:      32,871 sf          0.75 ac     76.3%                                                                              ISSUED FOR
                                             ADA PARKING                                                                                                                                                                                        APARTMENT BUILDING                                                                                                                                        MODULAR BLOCK                                                                            Total            43,064 sf          0.99 ac    100.0%
                                                                                                                                       R66.0'                                                                                                                                                                                  6.0'                     7.3'                                                                                                                                                                                                                                                                                                  DATE
                                          AREA SEE DETAIL                                                                                                                                                                                            38 UNITS                                                                                                                                             W CAP                                                                                                                                                                                                       ISSUE / REVISION
                                                                                                                                                                                                        5.8'
                                            FOR STRIPING                                                                                                                                                                                                                                                                                                                                                  SEE ARCH. PLANS                                                                          Proposed:                                                                                                          Preliminary Plat &
                                             AND SIGNAGE                                                                                                                                                                                            FFE = 1145.8
                                                                                            SBL                                                                                                                                                                                                                SBL
                                                                                                                                                                                                                                                                                                                                              15.2'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                    (3 STORIES)                                                                                                                                                                                                                                    Pervious:        13,029 sf          0.30 ac     30.3 %




                                                                                                                                                                                                                                                                                                                                                                                                             STATE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Impervious:      30,035 sf          0.69 ac     69.7%
                                                                                                                                               R84.0'                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Total            43,064 sf          0.99 ac    100.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Final Plat                              09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X
                                                                                            SBL                                                                                                                                                                                                             SBL


                                                                                                                                                                                                                                                                                                                                                                                 22                                                                                                                Parking Summary
                                                                                                                                                                                                                                                                                                                       5.0'           11.9'            5.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X
                                 SBL    SBL           SBL                                                                                                                                                                                                                                                                                                                                                                                                                                          Required Parking
                                                                                            SBL                                                                                                                                                                                                            SBL                                                           18.0' FRONT SETBACK                                                                                                       2 stalls / unit
                                                                                                                                                                                                                                                                                                                                                                          5.0' D&U EASEMENT                                                                                                        38 units = 76 parking stalls
                                                                                                                                                                                                                                                               STEPS WITH
                                                                                                                        SBL
           SBL   SBL    SBL
                                                                                                                                                                                                                                                               HANDRAIL                                                                                                                                                                                                                            Provided Parking
                                                                                                                                                               SBL
                                SBL
                                                                                                                                                                                                                                                               SEE ARCH PLANS                                                                                                                                                                                                                      Standard Surface Stalls: 65 ea.
                                                                            B-02                                                                                                                                                                                                                           SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHARED PARKING LOT         X              Accessible Surface Stalls: 3 ea.
                                                                                                        16.4'                                                                                                                                   B-04                                                                                                                                                                                                  NEW 36-UNIT APT = 20 STALLS                  Total Surface Stalls: 68 ea.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      GUNDERSON APTS = 9 STALLS
                                                                                                                                                            SBL                                                                                                                                                                                                                                     B 612 CURB &
                                                                                                                                                                                                                                                                                                                               7.3'
                                                                                                                                               18.0'                                                                                                                                                       SBL                                                                                      GUTTER (TYP)                                                                    X
                                                                                                                                               B-B                                                                                                      CONTRACTOR SHALL                                                                                                                                                                         20                                                Legend
                                                                                                                                                                                                                                                     COORDINATE CONCRETE
  GUNDERSON APTS                                                                                                                                                                                                                                    PORCHES AND CONCRETE
                                                                                                                                                                                                                                                                                                                                                                          20.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Building Setback line
                          GUNDERSON APTS                                                                              11.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SBL

 REMODELED 20 UNIT       REMODELED 20 UNIT
                                                                                                                                                          SBL                                                                                       DOOR APPROACHES WITH
                                                                                                                                                                                                                                                                                                                     5.0'            11.9'
                                                                                                                                                                                                                                                                                                                                                                  9.0'                                                                                                                                                          Bituminous
                                                                                                                                                                                                                                                      ARCHITECTURAL PLANS                                 SBL                                          5.5'                                                                                                                             EXISTING
NE-STORY WOOD FRAMED   ONE-STORY WOOD FRAMED                           PEDESTRIAN
                                                                       RAMP
                                                                                                                                                                                                                                                                     (TYP)                                                                                                                                                                                                              BUILDING                                Concrete                                                                                          SUBMITTAL INFO
                                                                                                                                                                                                                                                                                                                                                                                                 VALLEY GUTTER
  MULTI-FAMILY BLDG       MULTI-FAMILY BLDG                                                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                       SBL                          SBL                  SBL            SBL                SBL                                                                                                   (TYP)                                                                                                                          Open Space / Pervious Area
                                                                      ADA PARKING                                                                                                                                                                                                                                                                                                                                           REMOVE SIDEWALK
                                                                                                                                                                                                       5.0'                                                                                           18.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Review By: TP
                                                                   AREA SEE DETAIL                                                                                                                                                     TRASH                                                                                                                                                                                JOG OUTSIDE ROW                                                                                     Detectable Warning Surface
                                                                                                                                                                                                                                                               6.0'              5.0'                                                                                                                                                                                                                                                                                                                                 Project # : 26013
                                                                     FOR STRIPING                                                                                                                                           14.5'    ENCLOSURE                                                   SIDE STREET
                                                                                                                                                                                                                                                                                D&U                                                                                                              NEW ELECTRIC                                                                       X                                           Tip Out Curb                                                                          Submittal Date: 09-08-2026
                                                                      AND SIGNAGE
                                                                                                                                                                                                                                                                                EASEMENT         SETBACK                                                                                         TRANSFORMER
                                                                                                                                                                                                                                                                                                                                                                                                 ON EXISTING PAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ##       Parking Count                                                                         Submittal Phase: Final Plat
                                                                                     5.5'                                                                                                                            5.5'                                                       5.5'
                                                                                                                                                                                                                                                                                                                                                      5.5'                                                                                                                                                                      Sign
                                                                      9.0'                                                                                                                                                                  20.0'              10.2'
                                                                                                                                                                                                                                                                                                                  9.0'                                                                           PEDESTRIAN
                                                                                                                              5.0'                                                                                                          F-F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET TITLE
                                                                             20.0'                                                                                   ONE-WAY                                        '                                                                  B-03                                                                     5.0'                             RAMP
                                                                                                                                                                                                                                                                                                                            20.0'
                                                                                        4                                            3.0                                                                         4.0                                                    6
                                                                                                                                           '                        ENTRANCE                                                                                                                                                                                             5.0'                   INSTALL
                                                SBL
                                                                                                                                                                      ONLY                                                                                                                                                                                                                      SALVAGED
                                                                                                                                                                                                       '                                                                                                                                                                                        STOP SIGN
                                                                                                                                                            R1 0                                   0.0
                                                                                                                                                                             .0'                  R1                                                                                                                        PEDESTRIAN                                                          INSTALL

                                               SBL            VALLEY GUTTER                               INSTALL                                                                                      VALLEY                       INSTALL                      TRASH ENCLOSURE
                                                                                                                                                                                                                                                                                                                            RAMP
                                                                                                                                                                                                                                                                                                                            VALLEY GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                SALVAGED
                                                                                                                                                                                                                                                                                                                                                                                                STREET SIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                CHANGE TO B618                                                                                                                                                                                  Site Plan
                                                             SHARED PARKING                             "ONE-WAY"                                                                                      GUTTER                       "ONE-WAY"                    SEE ARCH PLANS                                             SHARED PARKING
                                                            GUNDERSON APTS                                   SIGN                                                                                                                   SIGN                                                                                    NEW 36-UNIT APT = 6 STALLS

                                               SBL
                                                                  = 4 STALLS                                                                                                                                                                                          THIRD STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N                                                 Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C2.1
                                               SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0             20               40        Call before you dig.               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     53

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            General Grading & Erosion Control Notes                                                                                           DRAWINGS BY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.

                                                                                                                                                                                                                                                 GUNDERSON BLVD.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.    Erosion control measures shall be installed prior to the start of construction.
                                                                                                                                                                                                                                                 (SECOND STREET)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.    Install inlet protection: Wimco RD or CG models or approved equal. Inspect, clean and maintain inlet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  protection though the course of construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4.    Soil disturbance and grading practices shall be minimized and staged as much as possible. Restoration and               Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  stabilization shall be installed in accordance with the SWPPP time requirements or sooner.
                                                                                                 SF                       SF                             SF                           SF                             SF                            SF                SF                         SF                       SF                         SF                    SF                               SF                                SF                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWINGS FOR
                                                                                                                                                                                                                   1138                                                                                1138                                                                                                                                                             SF                                                                                                                                                                                                                                                                                                  5.    All erosion control practices shown are to be considered the minimum. Additional erosion control practices,
                                                                                                                                                                                                                                                                                                                                  12.8%
                                                  11                                                                                                                                                                                                                                                                         8                                                                                                                                                                                                                                                                                                                                                             11
                                                       38                                         38                                                                     4:1                                                                                                                                             113
                                                                                                11          5:1
                                                                                                                                                                                                                          1139                                                                                                                                                                                                                                                                                                                                                                                                                                                                39                                                                                  measures and materials may be necessary to stabilize sediment within the construction site during during
                                                                                                                                                                                                                                                   1138                                                                                                                                                                                                                                                                                                                                                                                                                                                                      40
                                                                                                                                                                                                                                                                                                                                                          113
                                                                                                                                                                                                                                                                                                                                                                9                                                                                                                                                                                                                                                                                                                                                          11                                                     construction.
                                                                                               SF 139                      39.52
                                                                                                                                                   >>               0.5%
                                                                                                                                                                                       >> EOF 39.77 >>                                                                     1.3%                                               39.00                   1139                                                                                                                     SF                                                                                                                                                                                                                                                                                                                                                                                                                   Kenyon Crossings,
                                                                                                            1140           40.02TC
                                                            11
                                                              39                                 1                                                                                    11
                                                                                                                                                                                        38                                                                       >>        3.3                  >>                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                                                                                                      39     113
                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (38.33)                                                                                                                                                                                                                                                                   6.    All grading, erosion/sedimentation control shall be in accordance with the minimum SWPPP notes on Sheet                 LLC
                                                                                                                                              1140                                                                                                                            %                                                  >>                                 >>                                                                       2.                                                                                                                                                          SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C3.3.
                                                                                                 SF                                                                            1139                                     4.4%                                                                      1.5%
                                                                                                                                                                                                                                                                                                                                                                                      38.50                                      >>               039.32
                                                                                                                                                                                                                                                                                                                                                                                                                                                   %
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        39.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (38.50)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  114
                                                                                                                                                                                                                                                                          39.95                                                       39.46
                                                                                                                  >>                                                                                                                                                                                           11.6%
                                                                                                                                                                                                                                                                                                                                                                                     3.
                                                                                                                                                                                                                                                                                                                                                                                       4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   114                                      7.    Surface stabilization and turf shall meet the following standards:                                                      527 Professional Drive
                                                                                                                                                                                                                                                                                      1138
                                       114                                                                                                                                                                                                                                BW41.00                                                                                                                                                                                         SF
                                                                                                                                                                                                                                                                                                1137
                                                                     1140                                                                                                                                                                                                                                                      BW40.50                                                                                                 EOF
                                          0                                                                                                                                                                                                                                                                                                                                               .07                                         38.89 38.99                      38.90 38.74                                                                                                                                                                                                                                                    2                                                                                                                                                                    Northfield, MN 55075
                                                                                                                                                                3.9%
                                                                                                                                                                                      1140                                                                                TW44.50                                               TW44.50                                              39
                                                                                                                                                                                                                                2.                                                                                                            6:1
                                                                                                                                                                                                                                                                                                                                                                          4:
                                                                                                                                                                                                                                                                                                                                                                                                                      1139                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                SF                                                                                                                                 0% 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Item                                   MnDOT Ref. Spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.4%
                                                                                                                                                                                                                                        39                         1145                                                                                                                                                                                                3.9%
                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.6%
                                                                                                                                                                                                                                                                                   6.6%
1141
                                                                                                                                                                                                                                     11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Sod                                    MnDOT 3878
                                                                                                                                                   1141                                                                                   40                                                                                                                          TW44.50             BW
                                                                                                                  >>                                                                                                                                                                                                                                                                             40.50                                            39.44                39.35                                                                                                                                                                                                                                                                                                           Seed                                   MnDOT 3876                                                                           PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                / / SF                   ///                                                                                                                                                                                                                                                ADDITIONAL OR
                                                                                                SF                                                                                                                                                                                                                                                                                                                                   1140                                                                  /                                                                                                                                                                                                                                REVISED LANDINGS                              For Temporary Erosion Control:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          // / /// / /// / S/F/ /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        38                                                                                                                  FOR ADA COMPLIANCE
                                          1141                                                                                                             41                                                                                  B-01                                                                                                                                                                                                                                                                                                                                                                       .87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (May 1 - July 31) Apply MN Mix "Oats" @ 100 lb./acre
                                                                                                                                                         11                                            2.0% TW44.44                                                       114
                                                                                                                                                                                                                                                                                                                                                                                                                                        BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (38.98)
                                                                                                 114         1142                                                                          41.91           11BW42.51                                                         1                                                                                                                                                      40 40.        39.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        39.91
                                                                                                     1                                                                                                       41                                                                                                                                                                                                                       .44 45                                                                                                                                                                                                                                                                                                                                               (Aug. 1 - Oct. 31) Apply MN Mix "Winter Wheat" @ 100 lb./acre
                                                                                                                  >>                                                                                          11.4%
                                                                                                                                                                                                                                                                                       1 142                                                                                                               TW44.50              3.
                                                                                                                                                                                                                                                                                                                                                                                                                                   5% 1142
                                                                                                                                                                                                                                                                                                                                                                                                                                     BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          For Permanent Groundcover:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Kenyon Crossings




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          / //2.1%
                                                                                                SF                                                                                                                                                                                                                                                                                                          TW44.50
                                                                                                                        3.9%
                                                                                                                                                                                                                                                                                                                                                                                                  45.21                                                                                                                                                                                                                                                                 5
                                                                                                                                                        1142                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3                9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                        40.38SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           See Sheet L2.0 Landscape Plan
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                  40.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (39.16)
                                                                                                                                                                                                                                                                                                                                                                                                                                              1142
                                                                                                                                                                                                                                                                                                                                                                     3.7%
                                                                                                                                                                                                                                                                                                                                                                                                   45.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               // / // // / / / // / // // / / / // // //0.8%
                                                                                                                                                                                                                                                                                                                                                                                                                                 40.48 TC40.32




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    // / / / / // / / / /SF
        1142                                                                                                                                                                                                                                                                      DOWNSPOUT TYP.
                                                                                                                                                                                                                                                                                                                                                                                            1.3%
                                                                                                                                                                                                                                                                                                                                                                                                       45    T
                                                                                                                                                                                                                                                                                                                                                                                                            BW W4
                                                                                                                                                                                                                                                                                                                                                                                                          .28
                                                                                                                                                                                                                                                                                                                                                                                                                                        39.82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .23                                                                                                                                                                                                                                                                                                                                                                                                                Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                              45 45                                                                                                     39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.0%
                                                                                               SF                                                                                                                                                                                                                                                                                                             40 2.93             2.0%                                                                                                                                                                                                                                                                                                                                                 Mulch                                 MnDOT 3882
                                                                                                            5:1
                                                                                                                  >>                                       42                                                                                                                                                                                                                   .30 .35                  .20
                                                                                                                                                                                                                                                                                                                                                                                                                .43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Goodhue County
                                                                                                                                                         11                                                                                                                                                                                                                                2.4%        45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DESIGN AT 1.5%                                                                                  Install MN Type 1 @ 2 ton/acre - Disc anchored
                                                 11                                                        1143                                                                                                                                                                                                                                                                                                 5:1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         / // / / / // / / / // // // / / / / // //
                                                      42                                                                                                                                                                                                                                                                                                                                                                                                           %
                                                                                                                                                                43                                                                                                                                                                                                                                                                                              5.0
                                                                                                                                                            111143                                          3.6%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Erosion Control Blanket               MnDOT 3885
                                                                                                                                                                                              3.6%
                                                                                               SF                                                                 11
                                                                                                                                                                    44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         39.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (39.39)
                                                                                                                                                            4.0%
                          5' TEMPORARY CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Install MN Type 3N (12 mo.) or Type 4N (24 mo.)                                                        I hereby certify that this plan, specification, or
                          EASEMENT, CONTRACTOR SHALL                                    11
                                                                                          42
                                                                                                                   >>                                                                                                TW44.44
                                                                                                                                                                                                                     BW43.94
                                                                                                                                                                                                                                                                                                                                                                                          2.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  report was prepared by me or under my
                          COORDINATE WORK WITH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  direct supervision and that I am a duly
                          PROPERTY OWNER                                                       SF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Fertilizer                            MnDOT 3881                                                         Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                      4.5%                                         1144                                          1140                                                                                                                                                                                                            1140                                                                                                    Apply in accordance with product standards. MN                                                         laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1142
                                                                                                                                                                                                                                                                                                                                                                                                                                     2.1%                       1141                        1140

                                                                                           SF
                                                                                                                   >>                                            1144
                                                                                                                                                                                                     2.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.    Refer to Geotechnical Investigation completed by Chosen Valley Testing dated 05/22/2026 for grading,
                                                                                                                                  43                                                                                      7.0                                                                                                                                                                                                                                                                                                                                                                                                                                        .67    )                                                                                                     backfill, soil corrections, compaction and groundwater conditions. Contact Chosen Valley Testing during the   Tony Pohl
                                                                                                                               11                                                                                            %                                                                                                                                                                                                                                                                                                                                                                                                                  (3
                                                                                                                   44.25                                                               44.45
                                                                                                                                                                                                                                                                                                                                                                                          2.0%
                                                                                                                                                                                                                                                                                                                                                                                                            6:1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      39.56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  course of construction to perform material and compaction testing.                                            MN. Lic. No. 56606

                                                                                                            1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                          114
                                                                                                             1145                                                                                                                                                                                                                                                                                                                                               7.1%
                                                                                                                                                                44.46
                                                                                           SF                                         1.9%                                                                                                                                                                                                                                                                                                                   2
                                                                                                                   >>
                                                                                                                   44.42
                                                                                                                                                                                                                                                                                                                                                                            45
                                                                                                                                                                                                                                                                                                                                                                                .30                    45
                                                                                                                                                                                                                                                                                                                                                                                                          .20                        2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9.    Clear and grub construction area. Stockpile topsoil for reuse.                                                Date: August 21, 2026
                 1143                                                                                      4:1                                                                 2.1
                                                                                                                                                                                  %
                                                                                                                                                                                                                                                                                                                                                                                                            B
                                                                                                                                                                                                                                                                                                                                                                                          3.9%
                                                                                                                                                                44.63                                                                                                                                                                                                                                      TWW41
                                                                                                                                  1.9%                                                                                                                                                                                                                                                                        4 .9
                                                                                                                                                                                                                    .49
                                                                                                                                                                                      44.89
                                                                                                                                                                                                                   45                                                                                                                                               45.     45                           .57 3.545                                                                                                                                                                                                                                                                                                                                                          10.   Once the curb and gutter has been installed, place silt fence or and approved equivalent at the back of the                   ISSUED FOR
                                                                                                                                                                                                                                                                                                                                                                       80       .67                    45
                                                                                                                                                                                                                                                                     APARTMENT BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               // / /2.9%
       SHOW ROW & PROP                                                                     SF                      44.63
                                                                                                                                                                                                                          .29
                                                                                                                                                                44.77                                               45
                                                                                                                                                                                                                                 .69
                                                                                                                                                                                                                                45                                                                                                                                          2.8%           1.2                                                                                                                                                                                                                                                                                                                                                                                    curb
       LINES
                                                                                                                                      2.0%
                                                                                                                                                                                                                                                                                                                                                                                                 %
                                                                                                                                                                                       45.21                                                                              38 UNITS                                                                                                                 45.54                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ISSUE / REVISION                        DATE
                                                                                                                   >>




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     / // // / / / // // / // / /2.0%
                                                                                                                                                                          45                                       8.0% 2.0%                                                                                                                                                                                                                      41.48
                                                                                                                                                                        11                                                                                                                                                                                                                         45                                                                           40.12
                                                                                                                                                                        1.8%                                                                                                                                                                                                        .67               .57                                                   11                                                                                                                                                                                                      (40.23)
                                                                                                                    44.81
                                                                                                                                                                 44.91       45.27                                  45      .80                                          FFE: 1145.8                                                                                        45                            TW
                                                                                                                                                                                                                                                                                                                                                                                                                .90
                                                                                                                                                                                                                                                                                                                                                                                                                   42
                                                                                                                                                                                                                                                                                                                                                                                                                        .10
                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0%                         43                                                                                                                                                                                                                                                                                                                                                                                                                                Preliminary Plat &
                                                                                                                                                                                                                         45 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Legend




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 / // // / // // / / / // / // // // / / / //3.1%
                                                                                                                                                                       14                                                  .6                                                                                                                                                   3.8%                        42
                         11                                                                                                           2.0%
                                                                                                                                                                                                                        45
                           43                                                              SF              5:1                                                            5                                               .37
                                                                                                                                                                                                                                                                                                                                                                                                                BW                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                            114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STATE STREET
                                                                                                                                                                                           44.94                                                                                                                                                                                                   45                                                                                                                                                                                                                                                                                                                                                                                                                                                  Estimated Quantity
                                                                                           1143                         44.65                                                                                         45.54                                                                  DRAINAGE FRON                                                                      .30        .20                                                                 %
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1                                                                                                                                                                                                                                                                                                                                                                                                                              DLI Review Submittal                    08-17-2026
                                                                                                                                                                    44.75                                                                                                                                                                                                   45                                                                             6.9                                                                                                                                                                                                                                                                                                                           900              Proposed Contour
                                                                                                                                       2.0%                                    2.0%                                                                                                          DOWNSPOUTS CANNOT                                                                              TW42.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILTER LOGS TO BE UTILIZED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              / / / // / / / // / / / // // // / // / /
                                                                                                                                                                                                                                                                                                                                                                                             BW42.41
                                                                                                                    >>    44.50
                                                                                                                                                                                                                                                                                             BE DIRECTED ONTO
                                                                                                                                                                                                                                                                                                                                                                                      2.0%     5:1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11                 1   14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALONG EDGE OF EXISTING ROAD                           11.94     Spot Elevation - Proposed                                                             Final Plat                              09-08-2026
                                                                                           SF                                                                          44.60                                                                                                                 PUBLIC WALKS PER                                                                                                                                                                                                                                                                                                                                                                                        41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X

                                                                                                                          44.33                                                                                                                                                              Minnesota Rules                                                                                                                                                                                                                                                                                                                                                                                                                              AS NECESSARY FOR
                                                                                                                                                                                            44.67                           45.27
                                                                                                                                                                                                                                                                                             4714.1101, Section
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TC11.94   Spot Elevation - Proposed Top of Curb
                                                                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION WITHIN THE
                                                                                          (43.32)
                                                                                                                                                                                                                                                                                                                                                                                                                               1143
                                                                                                                                                                                                                                                                                             1101.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PUBLIC ROW                                            TW11.94   Spot Elevation - Proposed Top of Wall
                                                                                                                    >>                                          %
                                                                                                                                                                                                                                                                                                                                                                                                                           2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                              42.22                      41.24
                                                                                                                                                                                                                                                                                                                                                                                                            1144
                                                                                                                                                                                                                                                                                             NO REQ'T FOR                                                                                                                                            42                                                                                                                                                                                                  (41.35)                                                                                                        X
                                                                                                                               3.2%
                                                                                                                                                            3.2                                                                                                                                                                                                      4.5%                                                                                                                                                                                                                                                                                                                                                                                                                                 Spot Elevation - Proposed Bottom of Wall
                                                                                                                                                                                                                                9.2%                                                         WESTERN                                                                                                                                                  1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                     11                                                                                                                                                                                                                                                                                                                                         BW11.94
                                                                                          (43.57)                                                                                                    1.5%
                                                                                                                                                                                                                                                                                                                                                                                                   1145
                                                                                                      SF                                                                                                                                                                                     DOWNSPOUNTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (11.94)   Spot Elevation - Existing
         114                                                         1144                                                                                                                                                                                                                                                                                                                                                                                  114
             3                                                                                             1144
                                                                                                               F                43.84TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Rock Construction Entrance                        2 ea.
                                                                                                             EO                 43.34                                                                                                                                                                                                                                               2.0%
                                                                                          (44.12)
                                                                                                                                      0.5%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Erosion Control Blanket                           140 s.y
                                                                                                     SF                                                                                                                                                                                                                                                                                                    6:1
                 1144                                                                                B-02                                                                43.45 3.9 44.09
                                                                                                                                                                                                                                                                                                                                                                           45
                                                                                                                                                                                                                                                                                                                                                                              .30                45.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 41.78
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                           4.3%
                                                                                                                                                                                  %                                                                                                                                                                                                                                                                                                                                                                                                                                                             (41.89)                                                     114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SF           SF         Silt Fence                                        640 l.f.
                                                                                          (44.43)
                                                                                                                                                                                                                            1145
                                                                                                                                                                                                                                                                   B-04                                                                                                                                                                                        %
                                                                                                                                                                                                                                                                                                                                                                                      2.8%
                                                                                                              SF                                                                                             2.0%                                                                                                                                                                                               43             2.0%                        5.4                                                                                                                                                                                                                                     11                                                                                                                                                       450 l.f.
                                                                                                                                                                                                                                                                                                                                                                          45.55                  45
                                                                                                                                                                                                                                                                                                                                                                                                   .45               .59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    42                                                                      //////////////////////// Filter Log
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1143
                                                                                                                    (44.49)                  SF                                                                                                                                                                                                                                                                                              42.98
                                                                                                                                                                                                                                                                                                                                                                                                   1.8%
                                                                                                                                                                        0.8%
                                                                                                                                                                                                                                                                                                                                                                    2.0%                                                                                                                                                                                                                                                                                                                                                                                                                                  Inlet Protection                                  12 ea
                                                                                                                                                                                                 0.8%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    42.18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             / / / / / / // // / // //2.7%
                                                                                                                                                                                                                           11.5%                                                                                                                                                                       45.32                       4                                                                                                                                                                                                       (42.28)
                                                                                                                                  (44.44)
                                                                                                                                                                                                                                                                                                                                                                                                                               43.7 43.13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                            DOWNSPOUT TYP.                                                                                                        45
                                                                                                                                                                                                                                                                                                                                                                                    5               .45
                                                                                                                                                                                                                                                                                                                                                                          45 .5                                               2.0%                                                                                                                                                                                                                                                                                                                                                              EOF       Emergency Overflow
                                                                                                                                                                                                                                                                                                                                                                                2.9%
                                                                                                                                              SF                                                                                                                                 ADDITIONAL OR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>               Storm Sewer




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        // / / / / // // // / / / // / / /
                     GUNDERSON APTS                                                                                                                                     43.69              44.32                                                                                 REVISED LANDINGS
                                                                                                                                                                                                                                                                                                                                                                          45 .30    2.0%         45 .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                            43
                                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                       0
                    REMODELED 20 UNIT                                                                                                                  2.7%                                                                                                                      FOR ADA COMPLIANCE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Tip Out Curb
                                                                                                                                                                                                                                                                                                                                                                                                                              2.0%
                                                                                                                                                                                  4.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                  ONE-STORY WOOD FRAMED                                                                                                                                                                            1.1%
                                                                                                                                                                                               1.1%
                                                                                                                                              SF                                                                                     4.3%                                                                                                                            4.5%                                 8.5%                                        11
                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.
                                                                                                                                                                                                                                                                                                                                                                                                                                                           447%                                                                                                                                                                                                                                                                                                                                                                                                                                             SUBMITTAL INFO
                     MULTI-FAMILY BLDG                                                                                                                                     2.0%
                                                                                                                                                                                                                                                                                                       45.80                                                                                                                                                                                                                                                                                                                                                                                                                                                            X

                                                                                                                                                                                                                                                                                                                                                                                      0.2%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Review By: TP
                                                                                                                                                                                                                                                                                               2.5%
                                                                                                                                                                                                                                                         45.40                45.58                                                                                                                                           2.0%                                      43.58
                                                                                                                                                  SF                                             44.59                                                                                                                                                                                                                                      43.86
                                                                                                                                                                                                                        2.0%
                                                                                                                                                                                                                                                                  2.1%                                                            2.1%
                                                                                                                                                                                                                                                                                                                                                                     2.2                                                                  44.37TC                                                                                                                                                                                                                                                                                                                                                                                                                                               Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                          %
                                                                                                                                                                                                                                                                                                                                                                                                                     .70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         / / / / / / / / / / / / / / / / / / /.9/0/ / /
                                                                                                                                                                                                                    114
                                                                                                                                                                                                                                                                                                                                                                                                                              4.3%
                                                                                                                                                                                  44.29
                                                                                                                                                                                                                        5                                45.14                45.32
                                                                                                                                                                                                                                                                                                                                                                                                                44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (43.49)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Submittal Date: 09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    43                                                             43
                                                                                                                                                                                                                                          44.84                                                            1145
                                                                                                                                                                                                                                                                                                        45.25
                                                                                                                                                                                                                                                                                                                                                          0.5%                      0.5%                                                                         TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Submittal Phase: Final Plat
                                                                                                                                                       SF                                                                                                                                                                                                                                                                                                                                                                                         44.08TC                                                                                                                                          11
                                                                             1.3%
                                                                                                                                                                                                                                                                                                                                                                                                                                        45.00
                                                                                                                                                         0.7%
                                                                                                                                                                                      44.44                   44.74
                                                                                                                                                                                                                                                                  2.0%
                                                                                                                                                                                                                                                         45.01               45.18                                               45.42
                                                                                                                                                                                                                                                                                                                                           2.0%
                                                                                                                                                                                                                                                                                                                                                                      45.31           .29                                                                                                                                                         43.58                                                                                                                                             44
                                                                                                                                                                                                                                                                                                                                                                                    45
                                                                                                                                                                                                                                                                             45.07                             45.19TC                                                                                    45.12TC
                                                                                                                                                                                                                                                                                                                                                                                                                                      1145
                                                                         44.05                                                 44.18                   44.30                           44.55                  44.80
                                                                                                                                                                                                             1145                                        44.90
                                                                                                                                                                                                                                                                                                               44.69                       44.81                                                            44.62
                                                                                                                                                                                       44.42         44.68                            45.11              44.74               44.91                                                                                                                                                                                                                                                                         43.95
                                1145
                                                                                                                                                                                                                                                                                             45.31                                                                                                                            44.99                                                                                                                           (44.14)
                                                                                                                                      2.0          44.18                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SHEET TITLE
                                                                                 2.1%                                                                                                                                                                              3.3%
                                                                                                                                                                                                 1.5%
                                                                                                                                                                                                                                                                                                                                          1.5%
                                                                                                                                         %                                                                                                                                                                               7%                         1.6                              1.7
                                                                                                                                                                                ///                                                                                                                                                                 B-03                                                                        1145
                                                                                                                                                                                                                                ////
                                                                                                                                                                                                                                                                                                                        1.                           %                                    %                                 44.94
                                                                                                                                                   44.09

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Grading,
                                                                                                                                                                           ///                                                                                                                                                                                      1145                                                                                            ///
                                                                          43.70
                                                                                                                                                                           /                                                         //   ///                                44.60                              44.46                                                                         //                                                                          /
                                                                                                                                                                / // / / /
                                                                                                                                                       43.99
                                                                    ////// / ////// / /// / //0.5%
                                                                                                / /// / // / /// / // / / / /                                                                                                                   / / / / / ///////////////// // / / / / / / / / / / / / /// / // / /// / /// / // / /// / ////// / /// // / /44.40
                                                                                                                                                                                                                                                         44.36
                                                                                                                                                                                                                                                                                                                                                             / // / / // /// // / / / / / / /
                                                                                                                                                                       43.90                         0.7%                                 44.17
                                                                            7)                                                                                                                                                                                                       0.7% 44.32                                   44.51                                                   0.6%                         44.27            44.18
                                                                     .67 .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Drainage, &
                                                                                                                                                        (44.01)                                                                                     (44.28)
                                                                   43 (43
                                                                                                                                                                                                                                                                                                                                (44.62)                         (44.58)                                                               (44.37) (44.27)

                                                                                                                    4
                                                                                                             114
                                                                                                                                                                 FILTER LOGS TO BE UTILIZED ALONG EDGE OF
                                                                                                                                                                 EXISTING ROAD AS NECESSARY FOR
                                                                                                                                                                                                                                                                                                                                                                                                          1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Erosion
                                                                                                                                                                 CONSTRUCTION WITHIN THE PUBLIC ROW
                                                                                          114                                                                                                                                                                                                          THIRD STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Control Plan
                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SHEET NUMBER
                                                                                                                                                                                                                                                                                                                       1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N                                                   Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C3.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0             20               40        Call before you dig.               Copyright Land & Resource Consulting
                                                   >                                                                                                                                                                BW43.94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             54

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                       General Grading & Erosion Control Notes                                                                                  DRAWINGS BY

                                                   >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                        1.   For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.   Refer to Sheet C3.1 for general grading and erosion control notes.

                                                   >>                                                                              1144
                                                                                                                                                                                                                                                                                                                                      113
                                                                                                                                                                                                                                                                                                                                           9                                                                                                                                                                                                                                                                 Legend
                                                                                                                                                                                              2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                    1139                                                                                                                                                                                                                                                                              900              Proposed Contour                                                                           Plymouth, MN 55447
                                                                      11
                                                                        3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Phone: 763-340-0699
                                                   >>                    4                                                                                                                                                   7.0                                                                                                                                                                                                                        9                                                                                                                                                                    11.94     Spot Elevation - Proposed
                                                                                                                                                                                                                                %                                                                                                                                                                                                 39                113                                                                         (38.33)
                                                44.25                                                                                                                   44.45                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TC11.94   Spot Elevation - Proposed Top of Curb                                                         DRAWINGS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.9%                                                                                    non compliant                                            Spot Elevation - Proposed Top of Wall
                                      1145
                                                                                                                      44.46                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TW11.94
                                         1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.             39.32                                    39.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                     0%                                1.
                                                                               1.9%                                                                                                                                                                                                                                                                                                                                                                                          0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.9%
                                                                                                                                                                                                                                                                                                                                                                                 38.50
                                                   >>
                                                44.42                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (38.50)              1.5 max cross when                             BW11.94   Spot Elevation - Proposed Bottom of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kenyon Crossings,
                                                                                                                                                                             2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 39.30                                     39.20                                                              designing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (11.94)   Spot Elevation - Existing
                                                                                                                                                       %                                                                                                                                                                                                                      3.                                                                                             5.2%                      5.0%                                                                                                                                                                                                                       LLC
                                                                                                                                                   2.1                                                                                                                                                                                                                          4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.
                              4:1                                                                                     44.63                                                                                                                                                                                                                                                                                                                                                                                                        5%                                                                                                  Tip Out Curb
                                                                                                                                                                                                                                                                                                                                                                                                                               2.0%
                                                                        1.9%                                                                                                                                                                                                                                                                                                                                                              38.89                                       1.7%                                  38.74
                                                                                                                                                                                                               .49 3.6%                                                                                                                                                                                                                                       38.99
                                                   >>                                                                                                                TC45.39
                                                                                                                                                                      44.89
                                                                                                                                                                                            2.0%             45                                                                                                                                                    39
                                                                                                                                                                                                                                                                                                                                                                     .07                                                                TC39.39             TC38.99
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38.90TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            39.24TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  527 Professional Drive
                                                                                                                                                                             5.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Northfield, MN 55075
                                                                                                                                                                                                      3.5%
                                                44.63
                                                                                                                                                                                       2.8%
                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                           4:                                                       1139
                                                                                                                                                                                                                                                                                                                    6:1                                                                                                                                                                                                                                                                                                                                                                                                           Phone: 507-301-1723
                                                                                                                      44.77                                                                                     .29             .69
                                                                                                                                                                                              1.5%            45                                                                                                                                                                                                                                                                                              3.9%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.4%
                                                                                                                                                                       TC45.21                                                 45
                                                                                                                                                                       45.21                                    8.0%                                                                                                                                                                                                                                                                  2.6%
                                                                          2.0%
                                                                                                                                                                                                   2.
                                                   >>                                                                                         11
                                                                                                                                                45
                                                                                                                                                                              0.9%
                                                                                                                                                                                                     0%             8.0%             2.0%
                                                                                                                                                                                                                                                                                                                                                                TW44.50         40
                                                                                                                                                                                                                                                                                                                                                                                  .50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DESIGN DRIVES AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT
                                                                                                                                                                                                                 8.0%                                                                                                                                                         BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SIDEWALK CROSSIGNS
                                                  44.81                                                                                              1.8%                TC45.27                   2.0%        45     45                                                                                                                                                                                                                                                                                                                                                                IN ACCORDANCE WITH
                                                                                                                                                                         45.27                                    .37   .69           45                                                                                                                                                                                      1.0% TC39.88                  TC39.44                                   39.35TC
                                                                                                                              44.91                                                                                                     .80                                                                                                                                                                                          39.39                    39.44                                   39.35                                                                             MNDOT STD PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.8%                                   39.70TC
                                                                                                                                                                                                             2.7%
                                                                                                                                              11                                                                                                                                                                                                                                                                                                                                                                            39.20
                                                                                                                                                                                              2.7%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5-297.254
                                                                                                                                                                                     5.0%
                                                                                                                                                45
                                                                                 2.0%
                                5:1
                                                   >>                                                                                                                        TC45.44                 2.0%                                                                                                                                                                                                                              1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.3%               8.3%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Kenyon Crossings
                                                                                                                                                                              44.94
                                                                                                                                                                                                                     45.54     4.5%
        1143                                           44.65                                                                                                                                                                                                                                                                                                                                                                                                                         1.8%
                                                                                                                                                                                                                                                                                                     PED RAMPS W/ DOMES                                                                                                                                         39.94                                 39.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7.5% MAX DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.0%
                                                                                                                                   44.75                                                                                                                                                             ARE NOT NEEDED FOR                                                                                                                                                                                                                           .87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.
                                                                                      2.0%
                                                                                                                                                       2. 0%                                                                                                                                         DRIVEWAY CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                  .45                           39.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      39.89                                             (38.98)                                                                                                                                                                      Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                              BW                         1142
                                                       >>                                                                                                                                                                                                                                                                                                                                                                       40                                                                    39.91                                                                                                                                                                                                                        Goodhue County
                                                           44.50
                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                     44.60                                                                                                                                                                                                                                                                  TW44.50            BW                           5%
                                                                                                                                                                                                                                                                                                                                                                                                                                 40
                                                                                                                                                                                                                                                                                                                                                                                                                TW44.50
                                                                                                                                                                                                                                                                                                                                                                                                                                    .4                     3.                                                                                                                                                                                                                                                                         CERTIFICATION
                                                            44.33                                                                                                                    TC45.17                                                                                                                                                                                                45.21                                                                                                                                                                        all fo this non-compliant -
                                                                                                                                                                                     44.67                                   45.27                                                                                                                                                                                                      0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           39                            call me if you need                                                                                                                            I hereby certify that this plan, specification, or
                                                       >>                                                                                                                                                                                                                                                                                                                                                                      40.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                            40.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         explaination                                                                                                                                   report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (39.16)                                                                                                                                                         direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                                                                                                                                                    1142
                                                                                                                                                                                                                                                                                                                                                     3.7%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1140
         (43.32)                                                                                                                                                                                                                                                                                                                                                                                45.17
                                                                                                                                                                                                                                                                                                                                                                                                                              40.48                      TC40.32                                                                                                                                                                                                                                                        Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                            45.28                    42                                    39.82
                                                                                                                                                                                                                                                                                                                                                                                  1.3%
                                                                                                                                                                                                                                                                                                                                                                    .35                                         40
                                                                                                                                                                                                                                                                                                                                                                                                                        .93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     39.23
                                                                                                                                                                                                                                                                                                                                                                                                            TW     .43
                                                       >>                                                                    3.2
                                                                                                                                                                                                                                                                                                                                                                   45
                                                                                                                                                                                                                                                                                                                                                                                                                 BW
                                                                                                                                %                                                                                                                                                                                                                                                                                                      2.0%
                                                               3.2%
                                                                                                                                                                                                                                                                                                                                                                   45.30                    45
                                                                                                                                                                                                                                                                                                                                                                                                .20                                                                                                                                                                         CROSS SLOPE AT 1.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BY DESIGN                                                                                                                                   Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.0%
                                                                                                                                                                                                                                 9.2%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MN. Lic. No. 56606
                                                                                                                                                                                            1.5%
                                                                                                                                                                                                                                                                                                                                                                                 2.4%
         (43.57)

                                                       >>                                                                                                                                                                                                                                                                                                                                                5:1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Date: August 21, 2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                %
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.0


                                     11 44                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  39.28                                                                                                                                                                                                       ISSUED FOR
                                                                  43.84TC                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (39.39)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Preliminary Plat &
                                         EAST HANDICAP ACCESSIBLE PARKING AREA                                                                                                                                                                                                                                                      ENTRANCE ROAD & PED RAMPS                                                                                                                                                                                                                                                                                                                                                           Preliminary CDs                         07-10-2026
                        3                1" = 10'
                                                                                                                                                                                                                                                                                                                          1         1" = 10'                                                                                                                                                                                                                                                                                                                                                                            DLI Review Submittal                    08-17-2026

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                42.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                         2.0%
                                                                                                                                                                                                                                                                                                                                                                                                        45.32                                                                                                                                       (42.28)                                                                                                                                                             Final Plat                              09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                           45                                  43.7                     43.13
                                                                                                                                                                                                                                                                                                                                                                    .55                      .45
                                                                                                                                                                                                                                                                                                                                                                   45

                                                                                                                                                                                                                                                                                                                                                                                 2.9%
                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0%
                                         43.69                                         44.32

            %
         2.7
                                                                                                                                                                                                                                                                                                                                                                       .3 0
                                                                                                                                                                                                                                                                                                                                                                                             .20
                                                               4.0%                                                                                                                                                                                                                                                                                                 45                     45
                                                                                                                                                                                                                                                                                                                                                                               2.0%                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             43

                                                                                                             1.1%
                                                                                             1.1%                                          4.3% PED RAMPS W/ DOMES
                                                                                                                                                     ARE NOT NEEDED FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0%
                                                2.0%
                                                                                                                                                     DRIVEWAY CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.7%
                                                                                                                                                                                                                                                                                 .80
                                                                                                                                                                                                                                                                           45

                                                                                                                                                                                                                                                                                                                                                          4.5%                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                         8.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             447%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.
                                                                                                                                                                                                                                                                  2.5%
                                                                                                                                                                               45.40                                                          45.58


                                                                                                                                                                                                                                                                                                                                                                                  0.2%
                                                                                                     44.59
        non-compliant                                                                                                   2.0%
                                                                                                                                                                                                                    2.1%                                                          45.50
                                                          44.79TC                                                                                                                                                                               45.47
                                                                                                                                   45.26
                                                          44.29                                                         5                                                                                                                               2.0%              2.0%
                                                                                                                    114
                                                                                                       TC45.16                                                                                                                                                                                                                                                                                                                  2.0%                                                                                  .58
                                                                                                         44.66                                                                                                                                                                                                                                                                                                                                          43.86                                                        43
                                                                                                                                                                                                                                                45.38
                                                                                                                            6.3%       5.2%                                    45.14                                                          45.32                               45.41
                                                                                                                                                                                                                                                                                                                                                                                                                                               44.37TC
        1.0%                        2.0% 8.0%                                                                                                                                                                                                           4.5%              3.6%   45.25 1145                                                               2.2
                                                                                                                                                                                                                                                                                                                                                           %
44.90           44.82                 44.72                     44.44TC                                      TC44.74
                                                                                                                                                44.84                         45.01TC                                                  TC45.18                 1.0%                                                                                                                                                   .70                                                                                                                                                                                                                                                                                                           SUBMITTAL INFO
                                                                44.44                                          44.74                2.0%                   1.9%                                                                                                                    1.2%                                                                                                                             44
                                                                                                                                                                                                                                                                                                                                                                                                                                4.3%
                                                                                                                                                                              45.01                                                         45.18
               0.7%
                                                                                                                                                                                                                                                                                             45.31                                                                                                                                                                                                                                                (43.49)
                                           0.8%                2.0%
                                    1%                                                                                              1.
                                                                                                                      1.1%                                                                                          2.0%
                                                                                                                                      3%                                                                                                                           %                                                                                                                                                                                                                                                      .90
                                                                                                                                                                                                                                                               2.0
                              1.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      43            43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .40
                                    0.8%            4.5%                                                                            0.7%                   0.7%               44.90TC                                                                                                     45.19TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Review By: TP
                                                  44.76
                                                                      44.55TC                                 TC44.80                                                                                                                  TC45.07                    1.2%                                                                                                                                                                                                                                                                                                     DESIGN AS 7.5% MAX
                                                                                                                44.80                 44.83
           44.30
                                                                      44.55                                1145                                                               44.90
                                                                                                                                                                                                                                                                                                                                            0.5%
                                                                                                                                                                                                                                                                                                                                                                               0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        44.08TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TO ALLOW FOR SOME                                                                                                                            Project # : 26013
         TC44.80                                                                                                                                                                                                                                                                          44.69                                                                                                                                                45.00
                             8.3%          7.1%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FIELD PLAY
                                                                      44.92TC                                  TC45.18                                                                                                                                                                                                                                           45.31
                                                                                                                                                                                                                                                                                                                                                                                  45.29                                                                                                                                             43.58                                                                                                                                                                               Submittal Date: 09-08-2026
                                                                                                                                                                                                                                                                                                                   2.0%
                                                                                                                                                                              45.24TC                                                  TC45.41
                                                                      44.42                                      44.68
                                1.0%                                                                                                               45.11                      44.74                                                      44.91
                                                                                                                                                                                                                                                                       45.31                                                                                                                                                                                                                                                                                 NON-COMPLIANT                                                                                                                                              Submittal Phase: Final Plat
                                                                        2.6%
        TC44.18
                                                                                                                                                                                                                                                                                                                                                                                                            45.12TC
                                                                                                                            2.4%
          44.18                                   44.23
                                                                                                                                                                                                                                                                                                                                                                                                                                            1145
                      1.8%
                                   0%
                                           1.8%                                                                                                                                                                       3.3%
                                                                                                1.5%
                                2.                                                                                                                                                                                                                                                                                  44.81                                                                                        44.62                                                                                                               43.80         PARALLEL SLOPES
        TC44.09                 1.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MUST BE THE SAME,
          44.09                                   44.14                                                                                                                                                                                                                                                                                                                                                                                                                                                                              43.95         ESPECIALLY FOR                                                                            thi scale is wrong
                                                                                                                                                                                                                                                                                                                                                                                                                               1.0%                     5.0%                        2.0%                 8.2%                        43.95TC                                                                                                                                                                                            SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                                                                            TC45.05               44.99                    44.66                                    44.56                                  (44.14) LANDINGS

                                                                                                                                                                                                                                                                                                                                                                                                                                        1.0%                              1.0%                      0.5%
                                                                                                                                                                                                                                           44.60                                                                                                                                                                                                                                      8%
                                                                                                                                                                                                                                                                                          44.46                                                                                                                                                                                     1.                                           1.0%
                                                                                                                                                                                                                                                                                                                 1.5%
            43.99                                                                                                                                                             44.36                                                                                                                                           1.6                                                                                                      1145
                                                                                                                                                                                                                                                                                                                                                                                1.7                                            0.6%                     5.0%                        1.5%                       7.1%
                                                                                                                                                                                                                                                                                                                               %                                                 %                          TC44.97               44.94                     44.61                                   44.54                        44.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                14.0 ft

                       (44.01)
                                     43.90                                                          0.7%                                                   44.17

                                                                                                                                                                   (44.28)
                                                                                                                                                                                                                                                        0.7%             44.32
                                                                                                                                                                                                                                                                                                                                                         1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.0 ft
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.3%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 44.00TC

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             44.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             44.37TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Enlarged
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Grading Plan
                                                                                                                                                                                                                                                                                                                                                                                                                44.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          44.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          44.42TC
                                                       DESIGN DRIVES AT                                                                                                                                                                                                                                                                                                                                                            TC44.61               TC44.17     1.0%                           44.12
                                                                                                                                                                                                                                                                                                                                                                                         0.6%                                  44.27 44.23                  44.18 44.17                             44.12TC
                                                       SIDEWALK CROSSIGNS
                                                       IN ACCORDANCE WITH                                                                                                           NO CURB THRU THIS
                                                       MNDOT STD PLAN                                                                                                               AREA - DESIGN LIKE                                                                                                                                         (44.58)                                                                                   (44.37)                             (44.27)                                                                                make this 10' radius at
                                                       5-297.254                                                                                                                    DRIVEWAY CROSSING                                                                                                                                                                                                                                                                                                                                                               back of curb - will make
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    for nicer ramps                                                                                                                                                  SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20 scale
                             SOUTH WEST PED RAMP                                                                                                                                                                                                                                                                                    SOUTH PED RAMP
           4                  1" = 10'
                                                                                                                                                                                                                                                                                                                          2         1" = 10'                                                                                                                                                                                                                                                                                                    N                                                Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C3.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0             20            40        Call before you dig.             Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS BY
Project Description and Location                                                                                                                General SWPPP Notes                                                                                                                                      Pollution Prevention
Location: Latitude: 42.272 N , Longitude: 92.994 W                                                                                               -        The SWPPP, including amendments, inspection records, and maintenance records, must be kept on site during normal working hours.                -    Building products and landscape materials that have potential to leach pollutants into stormwater are to be
                                                                                                                                                                                                                                                                                                              covered.
                                                                                                                                                 -        The contractor must amend the SWPPP as necessary to reflect any updates or modifications to BMP installation
The Project Scope Includes:                                                                                                                                                                                                                                                                              -    Provide a spill kit at each work location on site and take reasonable steps to prevent discharge of spilled or leaked
     Grading                                                                                                                                     -        Protect all storm drain inlets using appropriate BMPs during construction until they establish permanent cover on all areas with potential          materials (ie. drip pans or absorbents). Report and clean up spills immediately.
     Paving                                                                                                                                               for discharging to the inlet.
     Installation of utility services & storm sewer                                                                                                                                                                                                                                                      -    Store and dispose of all solid waste according to Minn. R. Ch. 7035.                                                               14260 23rd Ave N
                                                                                                                                                 -        The contractor must not disturb more land than can be effectively maintained and inspected. Working in phases can reduce the duration                                                                                                                                                 Plymouth, MN 55447
Land Changes:                                                                                                                                             of having exposed soil.                                                                                                                        -    Chemicals, fertilizers, and pesticides must be placed under cover to prevent discharge of pollutants.                             Phone: 763-340-0699
     Total Disturbed Area                                 1.23 ac.
     Existing Impervious                                  0.77 ac.                                                                               -        Sediment control practices can be adjusted or removed temporarily to accommodate short-term activities such as clearing or grubbing, or        -    Portable toilets are to be positioned and secured so the cannot be easily tipped. Disposed of sanitary waste in
     Proposed Impervious                                  0.87 ac.                                                                                        passage of vehicles. Immediately after completed, sediment control must be replaced. If short-term activity, has not completed, replace             accordance with Minn. R. Ch. 7041                                                                                                    DRAWINGS FOR
     Net Change in Impervious                             0.10 ac.                                                                                        sediment control by next precipitation.
                                                                                                                                                                                                                                                                                                         -    Hazardous materials and toxic waste must be properly stored in sealed containers to prevent spills, leaks or other
See Sheet C3.0 for Temporary and Permanent Erosion Prevention and Sediment Control BMPs                                                          -        Preserve topsoil in stockpiles onsite, if feasible.                                                                                                 discharge. Storage and disposal of hazardous waste or materials must be in compliance with Minn. R. Ch. 7045
                                                                                                                                                                                                                                                                                                              including secondary containment as applicable.                                                                              Kenyon Crossings,
                                                                                                                                                 -        Keep stockpiles outside of natural buffers and surface waters
SWPPP Contacts and Responsibility
                                                                                                                                                                                                                                                                                                         -    Limit external washing of trucks and other construction vehicles to a defined area of the site. Runoff must be                    LLC
                                                                                                                                                 -        Place silt fence or an equivalent sediment control device around the base of stockpiles. Stabilize stockpiles within 7 days if unused.              contained and waste properly disposed of. No engine degreasing is allowed on site.
Owner:                                                                                                                                           -        Restrict vehicle and equipment use in areas where final vegetative stabilization will occur.                                                   -    Provide effective containment for all liquid and solid wastes generated by washout operations (e.g., concrete,                    527 Professional Drive
                                                                                                                                                                                                                                                                                                              stucco, paint, form release oils, curing compounds and other construction materials) related to the construction
                                                                                                                                                 -        Erosion prevention and sediment control BMPs shall be placed as necessary to minimize erosion from disturbed surfaces and to capture                activity. Prevent liquid and solid washout wastes from contacting the ground and must design the containment so it                 Northfield, MN 55075
Contractor:                                                                                                                                               sediment on site. All erosion control measures shall be in place prior to the start of construction in the area.                                    does not result in runoff from the washout operations or areas. Properly dispose liquid and solid wastes in                       Phone: 507-301-1723
      To be determined.                                                                                                                                                                                                                                                                                       compliance with MPCA rules. Install a sign indicating the location of the washout facility. [Minn. R. 7035, Minn. R.
                                                                                                                                                 -        Refer to NPDES Construction Stormwater General Permit for Final Stabilization and termination of coverage requirements.                             7090]
SWPPP Designer:                                                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT
    Jackson Keeley
    Land & Resource Consulting, Inc
    jacksonk@landandresource.com
    Certification: U Of MN, Design Of Construction                      SWPPP, Exp. May 31, 2028                                                                                                                                                                                                         Temporary Sediment Basin
SWPPP Inspector / Manager:
                                                                                                                                                BMP Installation Schedule                                                                                                                                                                                                                                                                  Kenyon Crossings
    To be determined.                                                                                                                                                                                                                                                                                        A temporary sediment basin is not required.
                                                                                                                                                See Sheet C3.0 for BMP quantities
                                                                                                                                                1.         Prior to start of construction, install perimeter control and delineate locations of areas not to be disturbed.                                                                                                                                                                         Kenyon, MN
                                                                                                                                                2.         Vehicle tracking pads should be installed to minimize tracked sediment on adjacent roads. See sheet C3.0 for location details.
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Goodhue County

                                                                                                                                                3.         Strip topsoil and place it in stockpiles.
                                                                                                                                                                                                                                                                                                                                                                                                                                                    CERTIFICATION
The Owner and Contractor are co-permitees for the National Pollutant Discharge Elimination System (NPDES)
Construction Stormwater General Permit. The contractor is responsible to comply with all aspects of the NPDES                                   4.         Excavate basin to MPCA Standards.                                                                                                                                                                                                                                          I hereby certify that this plan, specification, or
Construction Stormwater General Permit until the Notice of Termination has been filed with the MPCA. The contractor                                                                                                                                                                                                                                                                                                                   report was prepared by me or under my
                                                                                                                                                5.         Protect basin area with construction & silt fence.
is primarily responsible for the implementation of the SWPPP, including, but not limited to, installation, inspection, and
maintenance of erosion prevention, sediment control, and pollution prevention BMPs. The owner is responsible for
                                                                                                                                                                                                                                                                                                                                                                                                                                            PR
                                                                                                                                                                                                                                                                                                                                                                                                                                      direct supervision and that I am a duly

long-term operation and maintenance of permanent stormwater treatment systems.                                                                  6.         Placement of riprap shall be started within 24 hours of placement of the culvert and done in one continuous operation.                                                                                                                                                              EL
                                                                                                                                                                                                                                                                                                                                                                                                                                      Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                                       CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                      laws of the State of Minnesota.
                                                                                                                                                7.         Stabilize the normal wetted perimeter of the last 200 linear feet of temporary or permanent drainage ditches or swales that drain water
                                                                                                                                                                                                                                                                                                                                                                                                                                         NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                           TR FO AR
                                                                                                                                                           from the site within 24 hour after connecting to a surface water or property edge

Soil Information
                                                                                                                                                8.         Once construction activity ceases for 7 days or more, in an area, that area will be stabilized with temp. or permanent BMPs.                                                                                                                                                      UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                      Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                      MN. Lic. No. 56606
                                                                                                                                                9.         Complete all construction activity and remove temporary BMPs.                                                                                                                                                                                                                        TI ON
Refer to Geotechnical report prepared by Chosen Valley Testing, Inc
                                                                                                                                                                                                                                                                                                                                                                                                                                      Date: August 21, 2026


                                                                                                                                                                                                                                                                                                                                                                                                                                                      ISSUED FOR

Special & Impaired Waters                                                                                                                       Site Inspection and Maintenance                                                                                                                                                                                                                                                       ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary Plat &
                                                                                                                                                 A trained individual must inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours                                                                                                                                     Preliminary CDs                         07-10-2026
                                                                                                                                                 after a rainfall event greater than 0.5-inches in 24 hours.
                                                                                                                                                                                                                                                                                                                                                                                                                                      DLI Review Submittal                    08-17-2026
                                                                                                                                                      -    Inspect all sediment control and erosion prevention BMPs and Pollution Prevention Management Measures.                                                                                                                                                                     Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                      Final Plat                              09-08-2026
                                                                                                                                                      -    Inspect surface waters and properties adjacent to the site for erosion and sediment deposition.
                                                                                                                                                      -    Inspect vehicle construction exits for excess sediment buildup.
                                                                                                                                                 Record all inspections and maintenance activities within 24 hours of being conducted and these records must be retained with the SWPPP.
                                                                                                                                                 These records must include:
                                                                                                                                                 a.        date and time of inspections; and
                                                                                                                                                 b.        name of persons conducting inspections; and
                                                                                                                                                 c.        accurate findings of inspections, including the specific location where corrective actions are needed; and
                                                                                                                                                 d.        corrective actions taken (including dates, times, and party completing maintenance activities); and
                                                                                                                                                 e.        date of all rainfall events greater than 1/2 inches in 24 hours, and the amount of rainfall for each event. Permittees must obtain rainfall
                                                                                                                                                           amounts by either a properly maintained rain gauge installed onsite, a weather station that is within one (1) mile of your location, or a
                                                                                                                                                           weather reporting system that provides site specific rainfall data from radar summaries; and
                                                                                                                                                 f.        if permittees observe a discharge during the inspection, they must record and should photograph and describe the location of the
                                                                                                                                                           discharge (i.e., color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants); and any amendments to
                                                                                                                                                           the SWPPP proposed as a result of the inspection must be documented within seven (7) calendar days.


                                                                                                                                                                                                                                                                                                                                                                                                                                                  SUBMITTAL INFO
                                                                                                                                                 Maintain all BMP's until final stabilization has occurred and Notice of Termination has been submitted to MPCA
                                                                                                                                                 Repair, replace, or supplement all nonfunctional BMPs by the end of next business day unless noted differently below.                                                                                                                                                                Review By: TP
                                                                                                                                                      -    Remove tracked sediment from paved surfaces both on and adjacent to the site within 24 hours of discovery.
                                                                                                                                                                                                                                                                                                                                                                                                                                      Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                                                      Submittal Date: 09-08-2026
The North Fork Zumbro River is considered an impaired stream and is within 1 mile of the site. These impairments include construction-related         -    Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of discovery,                                                                                                                                       Submittal Phase: Final Plat
parameters and require the additional best management practices (BMPs) found in items 23.9 and 23.10 of the Construction Stormwater Permit                 or as stated by the NPDES Construction Stormwater General Permit.
                                                                                                                                                      -    Repair, replace, or supplement perimeter control and inlet protection if nonfunctional or if sediment reaches 21 the height of the device.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET TITLE
Environmental Review

There are no stormwater mitigation measures proposed to be part of the final project in
any environmental review document, endangered species review, archeological or other required
local, state or federal review conducted for the project.
                                                                                                                                                                                                                                                                                                                                                                                                                                        SWPPP Notes

                                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET NUMBER


                                                                                                                                                                                                                                                                                                                                                                                                                                                         C3.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                Copyright Land & Resource Consulting

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           56
                                                                                                                                                                                                                                                                                                                                              >>                                            STORM MANHOLE                                                                                                                                                                                                                                           DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                            RIM=1138.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Utility Notes
                                                                                                                                                                                                                                                                                                                                                                                            W INV=1132.55                                                                                                 1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.
                                                                                                                                                                                                                                                                                                                                                                                            E INV=1132.69
                                                                                                                                                                                                                      GUNDERSON BLVD.
                                                                                                                                                                                                                                                                                                                                          24" RCP
                                                                                                                                                                                                                                                                                                                                                                                            S INV=1132.76                                              CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                  >>                                                                                                   RIM=1138.49                                        2.    Erosion control measures shall be installed prior to the start of construction.
                                                                                                                                                                                                                      (SECOND STREET)                                                                                                                                                                                                                  SW INV=1135.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.    Obtain all necessary permits prior to the start of construction.
    >       >           >                       >              >                  >              >             >
                                            8" CLAY
                                                                                                                                                             >                                 >                                                                                                                                                                                                                                                       CATCH BASIN                                                                                                                                                                               14260 23rd Ave N
                                                                                                                                                        8" CLAY W/ PVC SLEAVE                                                                                                                                                                                                                                                                          RIM=1138.39                                        4.    Contact all utility service providers a minimum of 72 hours prior to the start of construction.
                                                                                                                                               >                                                                                                                                                                                                    >>                                                                                                 NE INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Plymouth, MN 55447
                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                  >>                                                   W INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                         STMH 1                                                       >>                                                                                                                  5.    Pipe Materials
                                                                                                                                                                                              CONNECT TO EX. 6" VCP SAN. S.                                                        CBMH 2                           RIM=1138.60                                     >>              12" R
                                                                                                                                                                                                                                                                                                                                                                                                CP
                                                                                                                                                               >   6" C                       FIELD VERIFY LOCATION, SIZE, & INVERT OF                                        RIM=1138.30                      I=1134.00 (15") W                                                                                                                                                                                                                                                                                                                   DRAWINGS FOR
                                                                              SANITARY MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                       Storm Sewer:           High-Density Polyethylene Pipe (HDPE) (AASHTO M294 Type S)
                                                                                                                                                                                  LAY
                                                                                                                                               4" PVC
                                                                                                                                           >                                                                                                                              I=1134.21 (15") W                     I=1133.40 (24") S
                                                                                     RIM=1136.96                                                                                  S           EXISTING SANITARY STUB PRIOR TO CONSTRUCTION                               IO=1134.21 (15") E                   IO=1133.40 (24") N                                                                                                  STORM MANHOLE
                                                                                    E INV=1129.35                                                                                             REMOVE EX STUB AS NECESSARY FOR SSMH 1 INSTALL                                                                                                                                                                                      RIM=1138.31
                                                                                    W INV=1129.35                                                       >>                                    >>                                                                                                                                                      >>                                                                          S INV=1133.35                                                                                                                                                                                           Kenyon Crossings,
                    NEED TO DISCONNECT
                                                                                    S INV=1130.73                                                                         >                                  >>143 LF 15" >S>TM @ 0.50%                                                                                                                                                                                           N INV=1133.01                                                                      Sanitary Sewer:        PVC SCH. 40, ASTM D1785
                    THIS IF NO LONGER IN
                                                                                   SE INV=1129.64                                                                                                                                      >>                           >>                                                                                                                                                            E INV=1134.16                                                                                                                                                                                                 LLC
                    USE.                                                                                                                                                                                                                                                           >>                          >>                 >>                                                                                              SW INV=1134.51
                                                                                   CBMH 3                                                                                                                                                                                                                                                               ST                                                                                                                                                           Watermain:             AWWA C900 PVC, DR18
                                                                               RIM=1139.32                                                                                                                                                                                                                     42 LF 15" STM @ 0.50%
                    IF YOU DONT KNOW IF
                                                                           I=1135.13 (12") S                       >>                                                    >                                                                                                                                                                            >>                                                                                                                                                                                                                                                                                        527 Professional Drive
                    ITS IN USE, YOU'LL
                                                                         IO=1134.93 (15") E                                                                                                                                                                                                                                                                                                                                                                                                               6.    Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction.              Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                              ONE-WAY
                    NEED TO FIND OUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                                                                  CATCH BASIN
                                                                                    SSMH 1                                                                                                                                                                                                                                                                                                                                                                                                                7.    Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior
                                                                                                                                                                                                                                                                                                                              EXIT ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1137.97
                                                                                 R=1139.12
                                                                                                                   >>                                                   >                                                                                                                                                                              >>                                                                         NE INV=1134.77                                                                to the start of utility installation. Report inconsistencies to the engineer and owner immediately.

                                                                                                                                                                                                                                                                                                                                                  24" RCP
                                                                            I=1132.70 (6") S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                  W INV (8"
                                                                         IO=1130.26 (6") NW
                                                                                                                                                                                                                                                                                                                                                                                                                                  POLY)=1135.47
                                                                            (FIELD VERIFY)                                                                                                                                                                                                                                                                                                                                                                                                                8.    Pipe lengths on the plans are measures from center of structure to center of structure.
                                                                                       UTIL XING                                                                       >                                                                                                                                                                                                                                             CONNECT TO EX. 24" RCP STM. S.




                                                                                                                                                          146 LF 6" SAN @ 2.00%
                                                                                  BTM STM=1134.7                   >>                                                                                                                                                                                                                                  >>                                                            FIELD VERIFY LOCATION, SIZE, & INVERT OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.    Tracer wire shall be installed for all non-conductive underground utilities in accordance with City of Kenyon              Kenyon Crossings
                                                                                  TOP SAN=1132.9                                                                                                                                                                                                                                                                                                                                                                                                                Standards.
                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING STORM PIPE PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                     INSTALL DOGHOUSE MANHOLE FOR CONNECTION
                                                                                                                                                                      >                                                                                                                                                                                                                                                                                                                                   10.   Refer to lighting plan to coordinate electric conduit installation and potential conflicts.                                        Kenyon, MN
                                                                                                                   >>                                                                                                                                                                                                                                   >>                                                                     STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                                               RIM=1140.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11.   Compaction and backfill shall be in accordance with the geotechnical investigation and the City of Kenyon
                                                                                                                                                                                                                                                                                                                                                                                                                               S INV=1135.35                                                                    construction and design practices.
                                                                                                                                                                     >                                                                                                                                                                                                                                                         SE INV=1135.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CERTIFICATION




                                                                                                                      205 LF 12" STM @ 1.90%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          12.   Testing frequency shall be in accordance with the geotechnical engineer and City of Kenyon Standards.                 I hereby certify that this plan, specification, or
                                                                                                                   >>                                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                                            report was prepared by me or under my

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          13.   Proposed driveway culverts shall be individually approved by the City of Kenyon on a case-by-case basis.                            EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      direct supervision and that I am a duly
                                                                                                                                                                    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          14.   Watermain is to have minimum cover of 7.5 feet
                                                                                                                   >>                                                                                                                                                                                                                                       >>                                                                                                                                                                                                                                                                                   TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UC R Y
                                                                                                                                                                   >                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PR
                                                                                                                                                                                                                                                                                                                                                                                                                               STORM MANHOLE                                                                                                                                                                                          Tony Pohl
                                                                                                                                                                                                                          SSMH 2                                                                                                                                                                                               RIM=1140.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MN. Lic. No. 56606

                                                                                                                   >>                                             >
                                                                                                                                                                                                                          R=1144.78
                                                                                                                                                                                                                          I=1135.62 (6") E
                                                                                                                                                                                                                                                                                                                                                                                                                               N INV=1133.44
                                                                                                                                                                                                                                                                                                                                                                                                                               S INV=1133.70                                                                                                                                                                                                            ON
                                                                                                                                                                                                                          IO=1135.62 (6") N                                                                                                                                                                                    SE INV=1133.46                                                                                                                                                                                         Date: August 21, 2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Legend
                                                                                                                                                                                                                          6" SANITARY CLEANOUT                                                                                                                             >>                                                  NW INV=1134.76
                                                                                                                                                                           S                       >                      R=1145.82                                                                                                                         >>                                                                                                                                                          >>              Sanitary                                                                                                      ISSUED FOR
                                                                                                                                                                                                                          I=1136.18
                                                                                                                    >>                                                                                                    6" SAN STUB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >              Storm                                                                                         ISSUE / REVISION                        DATE
                                                                                                                                                                                                                          IO=1136.24 (6") W
                                                                                                                                                                                                                                                                                                                                                                                            >>                                OHE                OHE                 OHE                OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l            l         Water                                                                                         Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                          31 LF 6" SAN @ 2.00%




                                                                                                                                                                                                                                                                                                                                                                           STATE STREET
                                                                                                                                                                                                                                                                                                                                                            >>                                                                CATCH BASIN                                                                                               Catch Basin                                                                                   DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1139.81                                                                                                                                                                                             Preliminary Plat & CDs                  08-21-2026
                                                                                                                    >>                                                                                                                                                                                                                                                                                                        E INV (4" POLY)=1136.81                                            OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E                  ST             Storm Manhole                                                                                 Final Plat                              09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                              SUMP=1133.41                                          X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Sanitary Manhole
                                                                                                                                                                                                                                                                                                                                                            >>                                                                                                                          O   HE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Gate Valve
                                                                                                                    >>                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Storm Sewer Schedule
                                                                                               CB 4
                                                                                       RIM=1143.14                                                                                                                                                                                                                                                          >>                                                                                               E                                             STRUCTURE NUMBER                 DIAMETER         CASTING                DETAIL          NOTES
                                                                                  IO=1139.02 (12") N                                                                                                                                                                                                                                                                                                                                                    OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STMH 1                            48"             R-1642                 C7.40/3         Doghouse MH
                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CBMH 2                             48"            R-3067-VB              C7.40/3
                                                                                                                                                                                                                                                                                                                                                                                                                                       OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X                      CBMH 3                             48"            R-3067-V               C7.40/3
                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                            TRACER WIRE ,
                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CB 4                               2'x3'          R-3067-V               C7.40/4
                                                                                                                                                                                                                                            GROUND & ACCESS                                                                                                                                                          OH
                                                                                                                                                                                                                                            TERMINAL PER MN
                                                                                                                                                                                                                                            RURAL WATER                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                            STANDARD DETAILS                                                                                                                                                                  STORM
                                                                                                                                                                                                                                                                                                                                                            >>                                                                MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1144.62

                                                                                                                                                                                                                                                                                                                                                                 24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                              S INV=1137.54
                                                                                                                                                                                                                                                                                                                                                                                                                              SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                              E INV=1138.99
                                                         CATCH BASIN                                                                                                                                                                                                                                                                                        >>                                                                W INV=1138.16                                                                                                                                                                                                       SUBMITTAL INFO
                                                          RIM=1143.72                                                                                                                                                                                                                                                                                                                                                         W INV=1135.07                                         X

                                                         E INV=1139.62                                                                                                                                                                                                                                                                                                                                                        N INV=1134.72
                                                         S INV=1139.62                                                                                                                                                                                    53' LF OF                                                                                                                                                                                                                                                                                                                                                                   Review By: TP
                                                                                                                                                                                                                                                          6" WATER SERVICE
                                                                                                                                                                                                                                        l                 (MAINTAIN 7.5' MIN. COVER)                                                                                                                                      CATCH BASIN                                                                                                                                                                                                 Project # : 26013
                                                                                                                                                                                                                                                                                                                                                             >>                                                           RIM=1143.86                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Submittal Date: 09-08-2026
                                                                                                                                                                                                                                                                                                                                                                                                                          W INV=1139.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Submittal Phase: Final Plat
                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                ONE-WAY                                                                                                                                                                                                                                                                                                                                                                                                                                               SHEET TITLE
                                                FO
                                                               FO            FO             FO            FO         FO                                  FO                             FO
                                                                                                                                                                                               ENTRANCE
                                                                                                                                                                                                      FO             FO
                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                   FO       FO
                                                                                                                                                                                                 ONLY                                                FO        FO             FO                 FO                  FO
                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                                                     >>                       >>                                                  >>                   >>            15">>
                                                                                                                                                                                                                         RCP            >>                >>             >>                 >>                >>                 >>
                                                                                                                                                                                                                                                                                                                                                                                      18" RCP
l       l       l            l   FO
                                                     l                   l              l            l                                            l                               l                l         l             l            l            l              l         l              l            l               l                   l                             l
                                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                  l          l            l             l                l             l                l        l                                                                                                                                           Utility Plan
    >       >            >            FO
                                                >                            >              >             >                                >                                                                                                                                                                                                      >>
                                                                                      >>                                                                                          >                >             >             >                 >         >             >              >             >               >                   >                                                                                       8"
                                                                                                                                                                                                                                   8"                                                                                                                                                            >           >                >              >                   >              >
                                                                                                                                                                                                    CONNECT TO EX. 8" WM
                                       FO
                                                                                                                                                                                             INSTALL 8"X6" TAPPING SLEEVE
                                                                                                                                                                                                WITH 6" GATE VALVE IN BOX
                                                                                                                                                                                                                                                     THIRD STREET                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                 15 "
                                                                                                                                                                                                                                                                                                                                          >>                                                          RC                                                                                                                                                                                                                                           SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                      >>P

                                                                                                                                                                                                                                                                                                                                                                                 24" RCP
                                                                                                                                                                                                                                                     UTIL XING                                                                                                                                                                                                                                                                                                           20 scale
                                           FO
                                                                                                                   CATCH BASIN
                                                                                                                   RIM=1143.74
                                                                                                                                                                                                                                                     BTM STM=1139.09
                                                                                                                                                                                                                                                     TOP WM=1136.99
                                                                                                                                                                                                                                                                                                                                                                                           >>                    CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1144.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RIM=1145.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N                                                          Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C4.1
                                                                                                                   N INV=1139.94                                                                                                                     (FIELD VERIFY)
                                           FO
                                                                                                                                                                                                                                                     (18" MIN. VERTICAL CLEARANCE & INSULATE
                                                                                                                                                                                                                                                                                                                                                                                                                 S INV=1139.82                                        SE INV=1138.44                                                                        0                 20                40         Call before you dig.                 Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                 NW INV=1138.67                                       NW INV=1138.37
                                                                                                                                                                                                                                                     AT CROSSING PER DETAIL C7.40/2)                      CATCH BASIN
                                                                                                                                                                                                                                                                                                           RIM=1145.15                                                                                  >>                                                            S INV=1138.50
                                                                                                                                                                                                                                                                  57

                                                                                                                                                                                                                           DRAWINGS BY




                                                                                                                                                                                                                        14260 23rd Ave N
                                                                                                                                                                                                                       Plymouth, MN 55447
                                                                                                                                                                                                                       Phone: 763-340-0699


                                                                                                                                                                                                                          DRAWINGS FOR



                            2" (SPWEA240B) WEARING COURSE                                                                                                                                                        Kenyon Crossings,
                            (MnDOT2360)
                                                                                                                                                                                                                       LLC
                            BITUMINOUS TACK COAT (MnDOT2357)

                            2" (SPNWB230B) NON-WEARING                                                                                                                                                                 527 Professional Drive
                            COURSE (MnDOT 2360)                                   6.0"         6" CONCRETE                                                                                                              Northfield, MN 55075
                                                                                               WALK (MnDOT 2521)                                                                                                       Phone: 507-301-1723
                             8" CLASS 5 AGGREGATE BASE (MnDOT 3138)
                                                                                  6.0"         6" CLASS 5 AGGREGATE
                                                                                               BASE (MnDOT 3138)                                                                                                                PROJECT

                                                                                               COMPACTED SUBGRADE
                             12" COMPACTED SUBGRADE (MnDOT 2112)                               (MnDOT 2112)
                                                                                                                                                                                                                  Kenyon Crossings

                                Add note                                                                                                                                                                                  Kenyon, MN
                                                                                                                                                                                                                        Goodhue County
                          WHEN PATCHING EXISTING STREET PAVEMENT,
                        SECTION MUST BE MATCHED IF DEVIATES FROM PLAN
                                          SECTION                                                                                                                                                                          CERTIFICATION
                                                                                                                                                                                                             I hereby certify that this plan, specification, or
                                                                                                                                                                                                             report was prepared by me or under my
                                                                                                                                                                                                                           EL
                                                                                                                                                                                                             direct supervision and that I am a duly
                                                                                                                                                                                                                    CO N IM
                                                                                                                                                                                                             Licensed Professional Engineer under the

                                                                                                                                                                                                                      NS OT IN
                                                                                                                                                                                                             laws of the State of Minnesota.


                                                                                                                                                                                                                        TR FO AR
                                                                                                                                                                                                              PR
                                                                                                                                                                                                             Tony Pohl    UC R Y
                                                                                                                                                                                                                            TI
                                                                                                                                                                                                             MN. Lic. No. 56606
                                                                                                                                                                                                                               ON
    BITUMINOUS PAVING SECTION                                               SIDEWALK SECTION                              SURMOUNTABLE CURB AND GUTTER AT CATCH BASIN       CONCRETE CURB AND GUTTER         Date: August 21, 2026
6   NO SCALE
                                                                        5   NO SCALE
                                                                                                                      3   NO SCALE
                                                                                                                                                                        1   NO SCALE
                                                                                                                                                                                                                             ISSUED FOR
                                                                                                                                                                                                             ISSUE / REVISION                        DATE
                                                                                                                                                                                                             Preliminary Plat &
                                                                                                                                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                                                             DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                             Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                             Final Plat                              09-08-2026




                                                                                                                                                                                                                         SUBMITTAL INFO

                                                                                                                                                                                                             Review By: TP
                                                                                                                                                                                                             Project # : 26013
                                                                                                                                                                                                             Submittal Date: 09-08-2026
                                                                                                                                                                                                             Submittal Phase: Final Plat


                                                                                                                                                                                                                             SHEET TITLE




                                                                                                                                                                                                                  Civil Details

                                                                                                                                                                                                                          SHEET NUMBER



8
    ACCESSIBLE PARKING FOR PARKING LOTS
                                                                                                                      4
                                                                                                                          TRAFFIC SIGN
                                                                                                                                                                        2
                                                                                                                                                                            TYPICAL CONCRETE VALLEY GUTTER                    C7.20
    NO SCALE                                                                                                              NO SCALE                                          NO SCALE                                   Copyright Land & Resource Consulting
                                                     58

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.21
          Copyright Land & Resource Consulting
                                                     59

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.22
          Copyright Land & Resource Consulting
                                                     60

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.23
          Copyright Land & Resource Consulting
                                                     61

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.24
          Copyright Land & Resource Consulting
                                                     62

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.25
          Copyright Land & Resource Consulting
                                                     63

              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my
              EL
direct supervision and that I am a duly
       CO N IM
Licensed Professional Engineer under the

         NS OT IN
laws of the State of Minnesota.


           TR FO AR
 PR
Tony Pohl    UC R Y
               TI
MN. Lic. No. 56606
                  ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026
Final Plat                              09-08-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 09-08-2026
Submittal Phase: Final Plat


                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.26
          Copyright Land & Resource Consulting
                                                                                                                                                                                                                                  64

                                                                                                                                                                                           DRAWINGS BY




                                                                                                                                                                                        14260 23rd Ave N
                                                                                                                                                                                       Plymouth, MN 55447
                                                                                                                                                                                       Phone: 763-340-0699


                                                                                                                                                                                          DRAWINGS FOR



                                                                                                                                                                                 Kenyon Crossings,
                                                                                                                                                                                       LLC

                                                                                                                                                                                       527 Professional Drive
                                                                                                                                                                                        Northfield, MN 55075
                                                                                                                                                                                       Phone: 507-301-1723


                                                                                                                                                                                                PROJECT



                                                                                                                                                                                  Kenyon Crossings

                                                                                                                                                                                          Kenyon, MN
                                                                                                                                                                                        Goodhue County

                                                                                                                                                                                           CERTIFICATION
                                                                                                                                                                             I hereby certify that this plan, specification, or
                                                                                                                                                                             report was prepared by me or under my
                                                                                                                                                                                           EL
                                                                                                                                                                             direct supervision and that I am a duly
                                                                                                                                                                                    CO N IM
                                                                                                                                                                             Licensed Professional Engineer under the

                                                                                                                                                                                      NS OT IN
                                                                                                                                                                             laws of the State of Minnesota.


                                                                                                                                                                                        TR FO AR
                                                                                                                                                                              PR
                                                                                                                                                                             Tony Pohl    UC R Y
                                                                                                                                                                                            TI
                                                                                                                                                                             MN. Lic. No. 56606
                                                                                                                                                                                               ON
    FILTER LOG       STORM SEWER INLET PROTECTION                                               ROCK CONSTRUCTION ENTRANCE                                                   Date: August 21, 2026
5   NO SCALE
                 3   NO SCALE
                                                                                          1     NO SCALE
                                                                                                                                                                                             ISSUED FOR
                                                                                                                                                                             ISSUE / REVISION                        DATE
                                                                                                                                                                             Preliminary Plat &
                                                                                                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                             DLI Review Submittal                    08-17-2026
                        STEEL T-POST                                                                                                                                         Preliminary Plat & CDs                  08-21-2026
                        1.25 LBS / FT                                                                                                                                        Final Plat                              09-08-2026
                         6 FT ON                                                                                ANCHOR TRENCH DETAIL
                        CENTER (MAX)                UV STABILIZED GEOTEXTILE                         1' - 3'    BLANKET LENGTH SHALL NOT EXCEED 100'
                                                    24"-36" HEIGHT                                              WITHOUT AN ANCHOR TRENCH.
                                                                                                         6"      1. DIG 6" X 6" TRENCH
                                                                                                                 2. LAY BLANKET IN TRENCH
                                                                                                6"
                                                                                                                 3. STAPLE AT 1.5' INTERVALS
                                                                                                                 4. BACKFILL WITH NATURAL SOIL AND
                                                                                                                     COMPACT




                                                     MACHINE SLICED ANCHOR OR                                                               OVERLAP END JOINS
                                                     6"X 6" TAMPED EARTH BACKFILL                                                           MINIMUM OF 6" AND
                                                                                                                                            STAPLE OVERLAP
                                                                                                                                            AT 1.5' INTERVALS
                                                            Flow
                                                                                          ANCHOR TRENCH
                                                                                          (SEE DETAIL AND      SU
                                                                                                                  RF
                                                                                            NOTES BELOW)             AC
                                                                                                                        E   FLO
                                                                                                                               W                                                         SUBMITTAL INFO
                     2' MIN.
                                                                                                                                                       OVERLAP
                                                                       UNDISTURBED SOIL
                                                                                                                                                       LONGITUDINAL JOINTS   Review By: TP
                                                                                                                                                       MINIMUM OF 6"         Project # : 26013
                                                                                                                                             STAPLE DENSITY SHALL BE A       Submittal Date: 09-08-2026
                                                          WELDED STEEL PLATE
                                                                                                                                             MINIMUM OF 3 U-SHAPED 8",       Submittal Phase: Final Plat
                                                                                                                                             11 GAUGE METAL STAPLES
                                                                                                                                             PER SQUARE YARD (THIS MAY
                     NOTES:
                                                                                                                                             VARY PER CITY).
                      1. DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR                                                                                                                    SHEET TITLE
                          USE MACHINE SLICED ANCHOR.
                      2. INSTALL ON CONTOUR AT CONSTANT ELEVATION
                      3. DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE
                          OF THE TRENCH.
                      4. LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE                                                                                                       Civil Details
                          ALONG THE FENCE LINE, AND BACK FILL.


                                                                                                                                                                                          SHEET NUMBER



                 4
                     SILT FENCE
                                                                                          2
                                                                                                EROSION CONTROL BLANKET                                                                       C7.30
                     NO SCALE                                                                   NO SCALE                                                                               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                             65

                                                                                                                                             24"x36" SLAB                                                                                                                             DRAWINGS BY
                                                                                                                                             OPENING
                                                                                                                                             FOR CASTING.                                                                                              AT EDGE OF CASTING


                                                                                                                                             PIPE SHALL BE
                                                                                                                                             CUT TO EXTEND
                                                                                                                                             INSIDE MANHOLE WALL.
                                                                                                                                                                                                                                                                                   14260 23rd Ave N
                                                                                                                                                                                                                                                                                  Plymouth, MN 55447
                                                                                                                                                                                                                                                                                  Phone: 763-340-0699


                                                                                                                                                                                                                                                                                     DRAWINGS FOR


                                                                                                                       PLAN                  CASTING AND
                                                                                                                                             ADJUSTMENT RINGS                                                                                                               Kenyon Crossings,
                                                                                                                                                                                                                                                                                  LLC
                                                                                                                                                     TOP OF BARREL SECTION
                                                                                                                                                     UNDER TOP SLAB TO HAVE
                                                                                                                                                                                                                                                                                  527 Professional Drive
                                                                                                                                                     FLAT TOP EDGE SEALED
                                                                                                            VARIES                                                                                                                                                                 Northfield, MN 55075
                                                                                                                                                     WITH 2 BEADS OF RAMNEK                                                                                                       Phone: 507-301-1723
                                                                                                            12"-24"                                  OR EQUAL
                                                                                                                                             DOGHOUSES SHALL BE MORTARED N BOTH
                                                                                                                                             THE OUTSIDE AND INSIDE.                                                                                                                       PROJECT


                                                                                                                                              MANHOLE STEPS
                                                                                                                                                                                                                                                                             Kenyon Crossings
                                                                                                        VARIES

                                                                                                                                                                                                                                                                                     Kenyon, MN
                                                                                                                               ED
                                                                                                                                 IA.                                                                                                                                               Goodhue County
                                                                                                                              PIP

                                                                                                                  3"                                 MORTARED INVERT                                                                                                                  CERTIFICATION
                                                                                                                                                                                                                                                                        I hereby certify that this plan, specification, or
                                                                                                                                                     PLACE 2 BEADS                                                                                                      report was prepared by me or under my
                                                                                                                            SECTION                  OF RAMNEK OR                                                                                                                     EL
                                                                                                                                                                                                                                                                        direct supervision and that I am a duly
                                                                                                                                                     EQUAL, BETWEEN                                                                                                            CO N IM
                                                                                                                                                                                                                                                                        Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                 NS OT IN
                                                                                                                                                     BOTTOM SLAB                                                                                                        laws of the State of Minnesota.


                                                                                                                                                                                                                                                                                   TR FO AR
                                                                                                                                                     AND BARREL SECTION

                                                                                                                                                                                                                                                                         PR
                                                                                                                                                                                                                                                                        Tony Pohl    UC R Y
                                                                                                                                                                                                                                                                                       TI
                                                                                                                                                                                                                                                                        MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                          ON
    PIPE BEDDING       GATE VALVE & BOX                                                                STORM SEWER MANHOLE                                                               SANITARY MANHOLE                                                               Date: August 21, 2026
7   NO SCALE
                   5   NO SCALE
                                                                                                  3    NO SCALE
                                                                                                                                                                                  1      NO SCALE
                                                                                                                                                                                                                                                                                        ISSUED FOR
                                                                                                                                                                                                                                                                       ISSUE / REVISION                         DATE
                                                                                                                                                                                                                                                                        Preliminary Plat &
                                                                                                                                                                                                                                                                        Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                        DLI Review Submittal                    08-17-2026
                                       6" PVC THREADED                                                                                                                                                                                                                  Preliminary Plat & CDs                  08-21-2026
                                             CAP & PLUG                                                                                                                                                                                                                 Final Plat                              09-08-2026
                                     NEENAH CASTING
                                         TYPE R-1976
                              CONCRETE RING IN                CONCRETE RING IN                                                                                                                                                                      GRADE
                                    PAVEMENT                     LANDSCAPING
                                          2'                           12"
                                                     6"            4"
                                                                                                                                             3'-0"
                                                                                                                                                                                                        45° BEND
                                                                                                                                                                                      MIN 7.5'
                                                                                                                                                                                                        (TYPICAL)            OBSTRUCTION
                                                                                                                                                                         6"                                                                           VARIABLE
                                                                                                                                                                                                                                                    WATER MAIN
                                                                                                                                                                                                        MINIMUM 2"              MECH. COMPACTED
                                                                                                                                                                 2"-0"
                                                                                                                                                                                                        INSULATION              SELECT GRANULAR

                                                                                                        DIRECTION OF FLOW                                                6"


                                                                                                                                            PLAN                                                                    1.5'
                                                                                                                                                                                                       6"


                                                                                                                                                                                                                                                  SELECT
                                                                                                                                                                                                                                                  GRANULAR                          SUBMITTAL INFO
                                                                                                              CASTING AND
                                                                                                              ADJUSTIMENT RINGS                                                                        3/4" STAINLESS OR              45° BEND
                                                                                                                                                                                                                                                                       Review By: TP
                                                                6" PVC             CLEAN-OUT OR                                                                                                        EPOXY COATED                   (TYPICAL)
                                                                RISER                                                                                                                                                                                                  Project # : 26013
                                                                                   DOWN STREAM                                                24"X36"
                                                                                                                                                                                                       TIE RODS, OR
                                                                                                                                                                                                                                                                       Submittal Date: 09-08-2026
                                                                                                                                                                                                       MEGALUGS
                                                                                   MAIN LINE
                                                                                                                                             PRECAST                                                   (TYPICAL)                                                       Submittal Phase: Final Plat
                                                                                                                                       4"                    VARIES
                                                                                                      PLACE TO BEADS OF                                                           NOTE:
                                                              100' MAX. (TYP)                         RAMNEK OR EQUAL,                                                             1.   ALL FITTING SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET OR
                                                                                                      BETWEEN BOTTOM OF SLAB                                      6"                    EXCEED ANSI/AWWA C550 AND C116/A21.116 REQUIREMENTS.                                            SHEET TITLE
                                                                6" PVC LONG
                                                                SWEEP 45D BEND
                                                                                                      AND BARREL SECTION                                                           2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN.
                                                                                                                                                                                   3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN AND
                                                                     6" X 6" PVC                                                                               MORTARED                 OBSTRUCTION.
                                                                     WYE                                                                    SECTION            INVERT              4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH
                                                                                                                                                                                        LOCAL ORDINANCE.
                                        FLOW
                                                                                                                                                                                   5. COPPER TRACER WIRE SHALL BE USED WITH PVC WATERMAIN.                                   Civil Details
                                                                                                                                                                                   6. ALL WATERMAIN BOLTS SHALL BE STAINLESS STEEL, CORE-BLUE, OR APPROVED EQUAL.
                                         ENCASE IN
                                         CONCRETE
                                                             NOTE:
                                    RISER PIPE SHALL BE INITIALLY EXTENDED ABOVE GROUND
                                       LEVEL, AND THEN CUT BACK TO MATCH FINAL GRADE.                                                                                                                                                                                                SHEET NUMBER



                   6
                       SANITARY CLEANOUTS
                                                                                                  4
                                                                                                       CATCH BASIN
                                                                                                                                                                                  2
                                                                                                                                                                                         WATERMAIN OFFSET & INSULATION                                                                   C7.40
                       NO SCALE                                                                        NO SCALE                                                                          NO SCALE                                                                                 Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              66
                                                                                                                                                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                                                DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Landscape Site Notes
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.    Landscape contractor shall visit the site prior to submitting bid to become completely familiar with site
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     conditions.
                                                                                                                                                               GUNDERSON BLVD.                                                                                                                                                        >>                                                                                                                                       2.    It is the responsibility of the owner & contractor to identify all underground cables and utilities on the
                                                                                                                                                               (SECOND STREET)                                                                                                                                                                                                                                                                                                       property.
>   >   >                  >    >         >             >                   >                               >                  >                                                                                                                                                                                                                                                                                                                                               3.    Coordinate installation with Contractors performing related work.                                                              14260 23rd Ave N
                                                                                             >                                                                                                                                                                                                                                        >>                                                                                                                                                                                                                                                                           Plymouth, MN 55447
                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                                    4.    No planting will be installed until all grading and construction has been completed in immediate area.                        Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                >>                                                                                                                             5.    Place plants according to layout with the proper spacing. If the contractor feels an error has been made
                                                                  SF                        SF              SF                SF            SF                     SF             SF                SF               SF         SF               SF               SF                               SF                                                                                                                                                                                                                                                                                                                 DRAWINGS FOR
                                                                                                            >                           1138                                                             1138                                                                                                             SF                                                                                                                                                         regarding spacing or hardiness of a species of plant material indicated on the plan, notify the landscape
                                                                                             >                   S                           1139                                                                                                                                                                                                                                                                                                                                    architect prior to the installation of the plant material.
                                                                                                                                                                                                                                     113
                                                                                                                                                                                                                                        9
                                                                  SF                                   >>                      >>                                                                                                   1139                                                                                  SF           >>                                                                                                                                      6.    All newly installed plant material shall be planted in well-drained areas, contractor shall avoid installing any        Kenyon Crossings,
                                                                             1140                               >                                        >>               >>                                                                                                             39                                                                                                                                                                                          plant material in drainage swales or wet or poorly drained areas.
                                                                                                  1140                                                                                              >>                     >>                                                          11                                                                                                                                                                                                                                                                                                                          LLC
                                                                                                                                                                                                                                            >>                                         >>                                 >>
                                                                                                                                                                                                                                                                                                                                 SF
                                                                                                                                                                                                                                                                                                                                          ST                                                                                                                                   7.    All planting areas with groundcover, perennials, or annuals shall receive a minimum of 8" settled depth of
                                                                 SF
                                                                                   >>                           >                                                                                                                                                                                                                      >>                                                                                                                                            planting soil Planting soil shall consist of 45% topsoil, 45% peat or manure, and 10% clean sand, thoroughly                  527 Professional Drive
                                                                                                                                                                                                                                                                                                                           SF                                                                                                                                                        mixed.                                                                                                                         Northfield, MN 55075
                                                                                                                                                                                                                                                                            1139                              SF                                                                                                                                                                                                                                                                                                   Phone: 507-301-1723
                                                                 SF                                                                                                           1145                                                                                                                                                                                                                                                                                             8.    Areas being sodded - sod shall be laid parallel to the contours and have staggered joints. On slopes
                                                                                                       1141                                                                                                                                                                                                                                                                                                                                                                          steeper than 3:1 or drainage swales, the sod shall be staked into the ground, scarify the existing grades
                                                                                   >>                           >
                                                                                                                                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                                                                                       >>                                                                                                                                            with field cultivator to a minimum depth of 6" prior to placing of topsoil and finish grading for sod immediately                      PROJECT
                                                                 SF                                                                                                                                                                                                                     1140                                                                                                                                                                                         prior to placing sod. Contractor shall apply 10-6-4 fertilizer at the rate of 10 pounds per 1000 sq ft prior to
                                                                                                                                                                                                                                                                                                                                SF                                                                                                                                                   installing sod.
                                                                                1142
                                                                                                                >
                                                              SF
                                                                                   >>                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.    Areas being seeded - follow MnDOT Seeding Manual for seeding instructions for establishment of native                    Kenyon Crossings
                                                                                                           1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     seed and provide coordination for required erosion prevention and sediment control.
                                                                                                                                                                                                                                                                                                             SF                 SF

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.   Install 2" - 3" deep of shredded hardwood mulch in planting beds.
                                                                                                                >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Kenyon, MN
                                                             SF
                                                                                   >>                                                                                                                                                                                                                                                     >>                                                                                                                                   11.   Install 4' diameter shredded hardwood mulch, at a depth of 3", under all trees that aren't within planting                     Goodhue County
                                                                            1143                                                                                                                                                                                                                                                                                                                                                                                                     beds. Mulch should not be piled against the trunk.
                                                                                                                >
                                                                                                                1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CERTIFICATION
                                                             SF                                                                                                                                                                                                                                                                                                                                                                                                                12.   Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     adjacent to curbing, walks or buildings. Refer to Detail 4 on Sheet L701.                                           I hereby certify that this plan, specification, or
                                                                                    >>                                                                                                                                                                                                                                                    >>                                                                                                                                                                                                                                                             report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               13.   All plant material shall conform to the American Association of Nurserymen Standards. Plants will be                              EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         direct supervision and that I am a duly
                                                             SF                                                 >
                                                                                                                                                                                                                                                                         1144                                      1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     rejected if not in sound and healthy condition.                                                                            CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Licensed Professional Engineer under the

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         laws of the State of Minnesota.


                                                             SF
                                                                                    >>                           1144                                                                                                                                                                                                                     >>                                                                                                                                   14.   Any native seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      UC R Y
                                                                                                                >                                                                                                                                                                                                                                                                                                                                                                    Association.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               15.   Inspect all trees for encircling roots, reject any trees that are severely affected.                                               TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MN. Lic. No. 56606

                                                             SF              1145
                                                                                1145
                                                                                    >>                          >                                                                                                                                                                                                                                                                                                                                                              16.   Crabapple trees shall have no branches below 36" above the rootball and no 'V' crotches.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Date: August 21, 2026
                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               17.   Maintain trees in plumb position throughout the guarantee period.                                                                   ISSUED FOR
                                                            SF
                                                                                                                S                  >                                              APARTMENT BUILDING                                                                                                                                       >>
                                                                                                                                                                                       38 UNITS                                                                                                                                                                                                                                                                                18.   New plant material shall be guaranteed through one calendar year for deciduous trees up to 3.5 caliper              ISSUE / REVISION                        DATE
                                                                                    >>                                 45
                                                                                                                       11                                                                                                                                                                                                                                           >>                                                                                    OHE                        inches and conifers up to 11' Ht. Larger sizes shall be guaranteed for two calendar years from the time of
                                                                                                                                                                                                                                                                                                                                                                                                                    OHE                  OHE
                                                                                                                       11                                                             FFE = 1145.8                                                                                                                                                                                               OHE                                                                                                                                                                                                     Preliminary Plat &
                                                            SF
                                                                                                                         45                                                                                                                                                                                                                                                                                                                                                          provisional acceptance.                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                                      (3 STORIES)                                                                                                             114




                                                                                                                                                                                                                                                                                                                                                    STATE STREET
                                                                                                                                                                                                                                                                                                                   1                       >>                                                                                                                                                                                                                                                            DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               19.   Irrigation system to be designed and installed by owner / contractor. After installation, the landscape             Preliminary Plat & CDs                  08-21-2026
                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E            contractor shall direct or control the irrigation system during the plant guarantee period to insure new            Final Plat                              09-08-2026
                                                            SF                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     plantings are being property watered.

                                                                       SF
                                                                                                                                                                                                                                                                                                                                           >>                                                                                                             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                            E

                                                                                                                                                                                                                                                                                1143
                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                                      Required & Provided Landscaping
                                                                                                                                                                                                                                                                  1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                                                                                                                                           OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 tree per 800 sf landscape area (all land not occupied by bldg or hardscape)
                                                                                                                                                                                                                                                           1145
                                                                      SF
                                                                                                                                                                                                                                                                                                                                           >>                                                                                                                                  ·     13,029 sf proposed landscape area = 17 trees
                                                                                                                                                                                                                                                                                                              114                                                                                                              E
                                                                                                                                                                                                                                                                                                               2                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Provide one tree per each existing tree cut down.
                                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ·     4 trees cut down = 4
                                                                                                                                                                                                                                                                                                                                                                                                        OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                           >>                                                                                                                                  Total Required Trees = 21 | Total Provided Trees = 21
                                                                                SF                                                                1145
                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                           OH
                                                                                                 SF                                                                                                                                                                                                                                                                                                                                                                            Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Seed Mix: MnDOT Southern Boulevard
                                                                                                                                                                                                                                                                                                                                           >>                                                                                                                                                            160 lbs/ac
                                                                                                  SF
                                                                                                                                                                                                                                                                                                               43                                                                                                                                                                                        Area to be planted + mulch groundcover
                                                                                                                                                                                                                                                                                                             11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Rock Mulch
                                                                                                  SF                                                                                                                                                                                                                                       >>                                                                                                                                                                                                                                                                        SUBMITTAL INFO
                                                                                                                                                                                                                                                                                                                                                                                   Planting Schedule                                                  X


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Review By: TP
                                                                                                      SF                                                                  TRASH                                                                                                                                                                                                    SYMBOL              CODE         QTY            BOTANICAL / COMMON NAME                                                                  MATURE SIZE         PLANTING SIZE          PLANTING TYPE        DETAIL
                                                                                                                                                                                       l                                                                                                                                                                                                                                                                                                                                                                                                                 Project # : 26013
                                                                                                                                            114
                                                                                                                                             5
                                                                                                                                                                        ENCLOSURE                                                                                                                                                          >>                                      DECIDUOUS TREES
                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Submittal Date: 09-08-2026
                                                                                                           SF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Submittal Phase: Final Plat
                                                                                                                                                                                       l                                                                                                                                                                                                               AS           5              Acer x freemanii 'Sienna' / Sienna Glen® Maple                                           50`H x 40`W         2.5" cal.              B&B
                                                                                                                                                                                                                                                                                            1145
                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHEET TITLE
                                FO   FO            FO             FO                                                     FO                 FO
                                                                                                                                                                                       l                                                                                                                                                                                           ORNAMENTAL TREES
                           FO                                                          FO                  FO                                                 FO             FO            FO                                                                                                           FO
                                                                                                                                                                                                           FO

                                                            >>                              >>                      >>                 >>                          >>                  >>                       >>
                                                                                                                                                                                                                      FO

                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                      FO
                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                             FO

                                                                                                                                                                                                                                                                                   >>                                  >>                                          >>
                                                                                                                                                                                                                                                                                                                                                                                                       AG           8              Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry     25`H x 25`W         1.5" cal.              Pot
            FO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Landscape
                                                                                                                                                                                                                                                                                                                                                     >>
>   >   >        FO
                           >         >        >>   >              >                          >                   >                 >                     >               >                      >                >              >                >                  >                                    >                      >
                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                                                                       MP           8              Malus x 'Prairie Rose' / Prairie Rose Crabapple                                          25`H x 15`W         1.5" cal.              B&B                                        Plan
                                                                                                                                                                                                                                                                                                                                                                                   >             >              >                    >            >
                  FO
                                                                                                                                                                                                         THIRD STREET                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                    SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20 scale
                      FO
                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N                                                        Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             L2.1
                      FO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0               20                40         Call before you dig.                  Copyright Land & Resource Consulting


                                                                                                                                                                                                                                                                                                                                                                              >>
                                                                                                                                                                                                         67

                                                                                                                                                                  DRAWINGS BY




                                                                                                                                                               14260 23rd Ave N
                                                                                                                                                              Plymouth, MN 55447
                                                                                   Root flare should be even with the soil line, or                           Phone: 763-340-0699
                                                                                   set 1-2" above.
                                                                                   Root flare should not be below the soil line.                                 DRAWINGS FOR
                                                                                   If the root flare is not visible prior to planting, it
                                                                                   may be covered with the burlap or soil.
                                                                                   Cut and remove the top third of the wire basket from the top         Kenyon Crossings,
                                                                                   of the rootball.
                                                                                   Cut and remove the twine from the top third of the rootball.               LLC
                                                                                   Cut and remove burlap from the top third of the rootball.
                                                                                   Install no more than 4" depth shredded hardwood mulch.                     527 Professional Drive
                                                                                   Mulch should be pulled away from the trunk, no mulch should be              Northfield, MN 55075
                                                                                   touching the trunk.                                                        Phone: 507-301-1723

                   12" min.                               12" min.                 Planting Mixture - see plans
                                                                                                                                                                       PROJECT
                                                                                   Undisturbed or compacted soil



                                                                                                                                                         Kenyon Crossings
      TREE PLANTING
1     NO SCALE                                                                                                                                                   Kenyon, MN
                                                                                                                                                               Goodhue County

                                                                                                                                                                  CERTIFICATION
                                                                                                                                                    I hereby certify that this plan, specification, or
                                                                                                                                                    report was prepared by me or under my
                                                                                                                                                                  EL
                                                                                                                                                    direct supervision and that I am a duly
                                                                                                                                                           CO N IM
                                                                                                                                                    Licensed Professional Engineer under the

                                                                                                                                                             NS OT IN
                                                                                                                                                    laws of the State of Minnesota.


                                                                                                                                                               TR FO AR
                              12"        Spacing varies
                              min.        (see plans)
                                                                                      Perennial
                                                                                      3" Double Shredded Hardwood Mulch
                                                                                                                                                     PR
                                                                                                                                                    Tony Pohl    UC R Y
                                                                                      See plans for Edging                                                         TI
                                                                                                                                                    MN. Lic. No. 56606
        Edge of
    Planting Bed                                                                      See landscape plans for
                                                                                                                                                                      ON
                                                                                                                                                    Date: August 21, 2026
                                                                                      adjacent groundcover
                                                                                      Backfill with planting soil                                                   ISSUED FOR
                   18" min.                                                           that is thoroughly tilled
                                                                                      and loosened (see plans)                                      ISSUE / REVISION                        DATE
                               6" min.
                                                                                      Scarify bottom and sides of                                   Preliminary Plat &
                                                                                      hole prior to planting                                        Preliminary CDs                         07-10-2026
                                                                                                                                                    DLI Review Submittal                    08-17-2026
                                                                                      Existing Subgrade
                                                                                                                                                    Preliminary Plat & CDs                  08-21-2026
                                            Note:
                                                                                                                                                    Final Plat                              09-08-2026
                   If roots are present around the edges of the rootball, uncoil
                   or cut as many as possible without destroying soil mass.


      PERENNIAL PLANTING
2     NO SCALE




                                                                                                                                                                SUBMITTAL INFO

                                                                                                                                                    Review By: TP
                                                                                                                                                    Project # : 26013
                                                                                                                                                    Submittal Date: 09-08-2026
                                                                                                                                                    Submittal Phase: Final Plat


                                                                                                                                                                    SHEET TITLE




                                                                                                                                                          Landscape
                                                                                                                                                            Details

                                                                                                                                                                 SHEET NUMBER


                                                                                                                                                                       L7.0
                                                                                                                                                              Copyright Land & Resource Consulting
                                           City of Kenyon
                                Planning Commission Meeting Minutes
                                          October 6, 2026

CALL TO ORDER
The October 6, 2026, meeting of the Kenyon Planning Commission was called to order at 6:00 p.m.

Commission Members present: J. Malloy, D. Gard, J. Meyers
Absent: K. Kreisler
Others present: Administrative Assistant Holli Gudknecht, Engineer Derek Olinger, Heather DeWitz
Public present for public hearing: Alex Baraniak, Billy Dyrdahl, Kevin and Mary Gail Anderson, Chris
Mallery, Kevin Maring, Doug Klatt, Mary Hartfield, Ron & Joann Peterson, Bob Peterson, Allen
Wetzstein, Kathy Houglum, Katie Orr, Alan Olson, Tammy Hinderaker

ADOPT AGENDA
Motion by Meyers seconded by Gard to approve the meeting agenda. Motion carried 3-0-0.

APPROVAL OF MINUTES
Motion by Gard seconded by Meyers to approve September 1, 2026, meeting minutes as printed.
Motion Carried 3-0-0.

PUBLIC HEARINGS AND/OR PRESENTATIONS
Public Hearing - to consider an application submitted by Kenyon Real Estate 2 LLC to allow for
final plat of the property at 127 Gunderson Bouldvard; Parcel ID: 661000030 and 662800400.
Motion by Gard seconded by Meyers to call the Public Hearing to Order at 6:01 pm.
Motion carried 3-0-0.

Engineer Olinger stated that this public hearing was being held to consider recommendation of the final
plat of the Kenyon Crossings subdivision to the city council.

Tammy Hinderaker had concerns about the number of parking spots, how the existing sewer was going to
handle the increased use, and whether the housing was going to be section 8, low-income, or market rate.

Chris Mallery asked if tonight’s decision would affect the layout/parking for this project. She stated that
neighboring cities have new apartment buildings with parking underground or under the building on
ground level. This would be more desirable for senior citizens.

Katie Orr asked how this would benefit residents of Kenyon, how it would affect citizen’s taxes, how it
would help residents, and does Kenyon have enough jobs for these people.

Billy Dyrdahl stated that at the last meeting he attended, the TIF district hadn’t been approved yet. When
did that happen? He was concerned about drainage with the lawn area being gone. He stated that we need
more housing in town, but we need to do it right.

Mary Hartfield questioned how this size apartment would fit on one acre and what about green space.
Have we looked into firefighter requirements? Is there a storm shelter? Can water usage be supported by
our current water and sewer systems?

Motion by Meyers seconded by Gard to close the public hearing at 6:45 pm. Motion carried 3-0-0.


                                                                                                              68
Motion by Gard seconded by Meyers to open the regular meeting at 6:45 pm. Motion carried 3-0-0.

EXISTING BUSINESS
Kenyon Crossings
Final Plat
Engineer Olinger stated that project needs to adhere to current city code. In the future, if the city wants to
change any of the codes, it could do that, but it is too late for this project.

Motion by Gard seconded by Meyers to recommend approval of the final plat for Kenyon Crossing to the
city council. Motion carried 3-0-1 with Malloy astaining.

NEW BUSINESS
Resignation – FYI
John Cambronne has submitted his resignation from the planning commission effective September 21,
2026

ADJOURNMENT
Motion by Malloy seconded by Meyers to adjourn the planning commission meeting at 6:54 p.m.
Motion Carried 3-0-0.



_______________________________                             _____________________________________
Holli Gudknecht, Administrative Assistant                   James Malloy, Chairman




                                                                                                                 69
                                  RESOLUTION NO. 2026-35

                                     CITY OF KENYON
                                   COUNTY OF GOODHUE
                                   STATE OF MINNESOTA


                A RESOLUTION APPROVING FINAL PLAT OF KENYON
                 CROSSINGS, A SUBDIVISION OF LAND WITHIN THE
                CITY OF KENYON, GOODHUE COUNTY, MINNESOTA.


       WHEREAS, the City of Kenyon (the “City”) has received a preliminary entitled Kenyon
Crossings from Kenyon Real Estate 2 LLC. for the City of Kenyon, Minnesota (“Subdivider”) and
has considered the same pursuant to Chapter 565 of the Kenyon City Code; and

        WHEREAS, the plat Kenyon Crossings includes the following described parcel of land:
See the attached Exhibit A (hereinafter referred to as the “Property”); and

        WHEREAS, the City has enacted Kenyon City Code Chapter 565 as to subdivision
regulations and the criteria for the granting of plats in the City; and

       WHEREAS, the preliminary plat for Kenyon Crossings was approved by the City Council
with conditions, as stated in Resolution 2026-25 at its meeting on September 8, 2026; and

     WHEREAS, this matter was reviewed and a public hearing was held by the Planning
Commission at its meeting on October 6, 2026; and

       WHEREAS, the public hearing and notice requirements of Minn. Stat. § 462.358, Subd. 3b
have been fulfilled and satisfied by the City; and

       WHEREAS, public comments were received as to the Subdivider’s platting request; and

       WHEREAS, the written materials, including platting maps concerning the Property, and
written correspondence from the Subdivider, were considered and reviewed by the Planning
Commission; and

        WHEREAS, the City Attorney, City Engineer and Planning Commission have reviewed the
final plat and found to be satisfactory, subject to the conditions and requirements contained in this
Resolution; and

        WHEREAS, the above-described Subdivider will cause to be prepared a final plat to be in
substantial conformity to Chapter 565 of the Kenyon City Code and the requirements contained in
this Resolution; and




                                                 1
                                                                                                        70
       WHEREAS, the Planning Commission recommends approval of the final plat of Kenyon
Crossings.

        NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the recitals in this Resolution are integral to this Resolution and, where applicable,
constitute the findings of the City Council.

NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the final plat and supplementary data and documents as required by Chapter 565 of
the Kenyon City Code and as submitted by the Subdivider, are found to be consistent with and in
conformity with Chapter 565 of the Kenyon City Code and Minnesota Statutes, subject to
completion of the following conditions:

   1) All future principal structures, accessory structures and site improvements shall be
      constructed in full compliance with the City of Kenyon Zoning Ordinance and applicable
      variances.
   2) The Developer shall revise plat submittal documents according to comments in this
      resolution and other comments provided under separate cover prior to the plat being
      recorded. Additional review and associated revisions will be required as part of the building
      permit.

   3) All permits, approvals, access authorizations, and conditions required by the Minnesota
      Department of Transportation (MnDOT) shall be obtained and satisfied prior to recording of
      the final plat.
   4) The remnant portion of PID 66.280.0400 shall not remain as a separate buildable parcel and
      shall be combined with an adjacent parcel, subject to approval by the City Attorney and
      Goodhue County.

   5) The Developer shall submit current title work for the Property pursuant to Minnesota
      Statutes Section 505.03, the Kenyon City Code and the required Development Agreement for
      this matter and abide by all conditions resulting from such title work and the resulting city
      attorney plat opinion, as well as city staff review of the title work.

   6) The City Council's approvals of the final plat are contingent on the City Attorney' s plat
      opinion, review of title work, and any further requirements thereof.

   7) Before recording the final plat with the Goodhue County Recorder, the Owner must pay all
      applicable fees, special assessments, and taxes.

   8) The City Council's approval of the final plat are subject to the terms defined in Developer’s
      Agreement, as approved with Resolution 2026-33 on September 8, 2026.

   9) The Developer must record the final plat with the Goodhue County Recorder' s Office within
      twelve (12) months following City Council approval, or the City Council will automatically,
      without further action, deem the plat null and void unless the City Council extends the
      deadline to record the final plat.



                                                  2
                                                                                                         71
   10) The Developer must provide the City Engineer with a signed mylar copy of the final plat as
       soon as possible after all signatures have been obtained and after the final plat has been
       successfully recorded at Goodhue County.

   11) The Developer must provide the City Engineer with the final plat in a digital format suitable
       to the City Engineer as soon as possible after the Developer has successfully recorded the
       final plat at Goodhue County.

        NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the
City of Kenyon, Minnesota, that the City Council authorizes and directs City Staff and City
Consultants to take all additional steps and actions necessary or convenient to accomplish
the intent of this Resolution. That may include necessary minor amendments to the plat and
other documents.

       NOW THEREFORE, BE IT FINALLY RESOLVED by the City Council of the City
of Kenyon, Minnesota, that the City Council authorizes and directs the Mayor and City
Administrator to take all necessary actions and to execute all appropriate documents to
effectuate the approvals contemplated by this Resolution.



Approved this ____ day of ________ 2026.

                                              _________________________________________
                                              Don Kirchmann, Mayor
ATTEST:

___________________________________
Scott Lehner, City Administrator




                                                 3
                                                                                                       72
    EXHIBIT A

LEGAL DESCRIPTION




       A-1
                    73
                                                              AGENDA ITEM NO.
                                                              VIID.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 13, 2026

SUBMITTED BY:        Holli Gudknecht, Engineering

ITEM TYPE:           Engineering

AGENDA SECTION:      ENGINEERING

SUBJECT:             Lead Service Line Replacement Project

SUGGESTED ACTION:    At the previous council meeting, Bolton & Menk was approved to
                     prepare plans and specifications for a project involving the
                     replacement of approximately 40 water service line, which would
                     bring those services in conformance with changes to federal and state
                     rules for the use of lead and galvanized pipe materials in water
                     systems. At the time of this approval, the state's level of participation
                     in costs was expected to be up to $1,000,000 (essentially 100% of the
                     project).

                     In this past month, the state has released its new intended use plan
                     and their level of participation has dropped significantly. The annual
                     funding is now capped at $150,000, or $15,000 per service. At this
                     participation rate, delays and some increased level of city cost to
                     complete the project can be expected.

                     We are currently evaluating options to move forward with the project
                     and will return at a later date with a revised project scope.

                     Requested Action:
                     None - FYI



ATTACHMENTS:




                                                                                                 74
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 13, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           **Financial

AGENDA SECTION:      FINANCIAL

SUBJECT:             *** September 2026 Financial Reports and Payment Claims

SUGGESTED ACTION:    **These items were approved under the Consent Agenda

ATTACHMENTS:




                                                                               75
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           October 13, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      Old Business

AGENDA SECTION:                 OLD BUSINESS

SUBJECT:                        2027 Proposed Enterprise Funds Budget

SUGGESTED ACTION:

ATTACHMENTS:
Kenyon, City of - Enterprise Budget Memo 10.6.26.pdf




                                                                        76
                                                      BUDGET MEMO
TO:                  CITY ADMINISTRATOR

FROM:                JESSI STURTZ – ABDO FINANCIAL SOLUTIONS

SUBJECT:             2027 PROPOSED ENTERPRISE FUNDS BUDGET

DATE:                10/13/2026

Introduction

At your request, we have summarized several key items for consideration in this year's Enterprise Fund Budget. The City
will continue to review and refine the budget until its final adoption in December.

Budget Format

Key items in this year’s budget:

      •   There are currently four enterprise funds operating within the City.

      •   The proposed 2027 Enterprise Fund Budget reflects net revenue of $318,786 and a planned use of fund balance
          of $167,080 after depreciation is considered.

      •   Staffing

              o      Eight City employees have salaries and benefits allocated to one or more enterprise funds.

              o      All employees are projected to receive a cost-of-living adjustment (COLA)

      •   Debt service expenses have been budgeted according to the debt service schedules for each outstanding bond
          issue. These expenses include principal payments, interest payments, and fiscal agent fees. All debt service costs
          have been budgeted and presented in accordance with each bond issue's amortization schedule and bond
          documents




                                                                                                                               77
Enterprise Fund Summary

Enterprise funds typically include costs associated with general operations, financial administration, and debt service. The
proposed 2027 Enterprise Fund Budget for each fund is presented below.

                                                                  Water           Sewer            Electric     Storm Sewer
Revenues
Sales and Fees                                                $    400,700    $     555,000    $   2,019,000    $   125,000
Interest and Penalties                                             142,000           50,000           24,000         40,000
Miscellaneous                                                       11,200                 -         208,000               -
 Transfers                                                                -                -                -              -
Total Revenue                                                      553,900          605,000        2,251,000        165,000

                                                                  Water           Sewer            Electric     Storm Sewer
Expenses
Personnel                                                     $    311,330    $     137,090    $     510,600    $     29,300
Operations                                                          24,500            1,800        1,105,000                -
Administrative                                                      20,500                 -         139,540                -
Planning and Engineering                                                  -           9,000            2,500             389
Repairs and Maintenance                                              8,000           30,600           84,000           5,000
Insurance                                                            3,801           10,668           93,461                -
Miscellaneous                                                        2,950            4,100           69,500                -
Utilities                                                           17,750           81,800           42,200                -
Supplies                                                            22,860           32,900           80,500           2,000
Debt Service                                                        74,395          114,415                 -         17,665
  Transfers                                                               -                -          65,000                -
Total Expenses                                                     586,086          422,373        2,192,301          55,354


Revenues Over (Under) Expenses                                      (32,186)        182,627           58,699        109,646
Less: Depreciation (non-cash item)                                  113,347         202,670          112,172         57,677
Change in Fund Balance                                        $    (145,533) $      (20,043) $       (53,473) $      51,969




                                                             2
                                                                                                                                78
Enterprise Fund Detail

The following pages present each enterprise fund's actual operating results for 2024 and 2025, year-to-date results, the
2026 budget, and the proposed 2027 budget

Water Fund Budget Summary

                                                 Actual        Actual      YTD          Budget        Budget       Amount
                                                 2024          2025     9/30/2026        2026          2027        Change
Revenues
   Water sales                               $    424,902 $     413,964 $   274,312 $    400,700 $     400,700 $           -
  Interest and Penalties                           46,205        45,654     126,020       27,500       142,000      114,500
  Miscellaneous                                    14,764        86,680      12,595        7,200        11,200        4,000
  Transfers                                              -             -           -      25,000              -     (25,000)
  Prior Period Adjustment                         (25,070)             -           -            -             -            -
    Total Revenues                                460,801       546,298     412,927      460,400       553,900       93,500


Expenses
  Personnel                                  $    194,184 $     215,254 $   156,712 $    243,680 $     311,330 $      67,650
  Supplies                                          8,877        17,689      14,739       20,170        22,860         2,690
  Water Operations                                 16,926        31,828      22,492       12,800        24,500        11,700
  Administrative                                   16,659        21,902      18,616       20,500        20,500              -
  Utilities                                        15,902        17,056       1,586       19,050        17,750        (1,300)
  Planning and Engineering                               -        2,602            -      19,215              -      (19,215)
  Insurance                                         4,513         8,454            -       3,620         3,801           181
  Repairs and Maintenance                          69,953         1,619       1,837        8,600         8,000          (600)
  Miscellaneous                                       184         5,080       1,067        6,950         2,950        (4,000)
  Capital and Equipment                                  -             -           -     100,000       100,000              -
  Debt Service                                     26,157        67,495      96,766      144,975        74,395       (70,580)
    Total Expenses                                353,355       388,979     313,815      599,560       586,086       (13,474)

        Revenues Over (Under) Expenses            107,446       157,319      99,112     (139,160)      (32,186)     106,974
        Less: Depreciation (non-cash item)        114,132       113,351      75,565      114,145       113,347
        Change in Fund Balance               $     (6,686) $     43,968 $    23,547 $   (253,305) $   (145,533)

Water Fund Key Information:

    •     Key items:

               o    Revenues

                        ▪    Interest and Penalties: Increase due to changes in interest rate allocations and market values.

                        ▪     Transfers: Removal of the 2021 interfund loan from the Electric Fund to the Water Fund, as the
                             loan affects balance sheet accounts rather than revenues and expenses

               o    Expenses

                        ▪    Personnel: Increase due to COLA adjustments, step increases, and rising health insurance costs.

                        ▪    Planning and Engineering: Decrease due to prior years' activity levels and no budgeted
                             expenditures for 2027.

                        ▪    Debt Service: Decrease due to principal payments being recorded directly to balance sheet
                             accounts when invoices were posted, rather than being expensed and adjusted at year-end

    •     Depreciation is the reduction in the value of an asset over time due to wear and tear and normal use.
          *Depreciation is a non-cash expense and therefore impacts fund balance but does not affect cash balances.


                                                                   3
                                                                                                                                79
Sewer Fund Budget Summary

                                                     Actual       Actual              YTD          Budget         Budget       Amount
                                                     2024         2025             9/30/2026        2026           2027        Change
Revenues
  Sewer Sales                                    $    589,886 $       575,778 $       402,062 $     531,000 $      555,000 $     24,000
  Interest and Penalties                               82,553          10,141          36,119        50,000         50,000             -
  Miscellaneous Revenues                               14,929          56,309          14,266              -              -            -
  Refunds and Reimbursements                                 -          6,784                -             -              -            -
  Sale of Fixed Assets                                  2,916                -               -             -              -            -
  Prior Period Adjustment                             (84,101)               -               -             -              -            -

    Total Revenues                                    606,183         649,012         452,447       581,000        605,000       24,000

Expenses
  Personnel                                           118,958         232,885          86,519       133,510        137,090         3,580
  Supplies                                             27,602          30,718          25,310        28,900         32,900         4,000
  Sewer Operations                                        956           1,574           1,716         1,800          1,800              -
  Utilities                                            79,153          72,615          64,477        80,300         81,800         1,500
  Planning and Engineering                             10,222           5,278           3,833        22,215          9,000       (13,215)
  Insurance                                            11,194          11,792                -       10,160         10,668           508
  Repairs and Maintenance                              71,100          28,264          16,780        25,000         30,600         5,600
  Miscellaneous                                         2,883           1,575             147         2,800          4,100         1,300
  Capital and Equipment                                      -              4                -             -              -             -
  Debt Service                                         78,675         110,841         390,512       355,885        114,415      (241,470)
    Total Expenses                                    400,743         495,546         589,294       660,570        422,373      (238,197)

        Revenues Over (Under) Expenses                205,440         153,466        (136,847)       (79,570)      182,627      262,197
        Less: Depreciation (non-cash item)            169,051         202,670         135,113        169,052       202,670
        Change in Fund Balance                   $     36,389 $       (49,204) $     (271,960) $    (248,622) $    (20,043)

Fund Key Information:

    •   Key items:

             o    Revenues

                       ▪     Sewer Sales: Increase due to growth in sales in prior years. The budget had been adjusted to
                             align more closely with recent operating results.

             o    Expenses

                       ▪     Debt Service: Decrease due to principal payments being recorded directly to balance sheet
                             accounts when invoices were posted, rather than being expensed and adjusted at year-end

    •   Depreciation is the reduction in the value of an asset over time due to wear and tear and normal use.
        *Depreciation is a non-cash expense and therefore impacts fund balance but does not affect cash balances.




                                                                  4
                                                                                                                                            80
Electric Fund Budget Summary


                                                    Actual        Actual          YTD          Budget       Budget       Amount
                                                    2024          2025         9/30/2026        2026         2027        Change
Revenues
  Electric Sales                                $ 1,918,248 $ 1,954,802 $ 1,308,266 $ 2,183,600 $ 2,019,000 $             (164,600)
  Interest and Penalties                            203,469     283,602      15,284     206,000      24,000               (182,000)
  Miscellaneous Revenues                             40,451     239,302     205,811      82,300     208,000                125,700
  Refunds and Reimbursements                               -      1,450         210            -           -                      -
  Prior Period Adjustments                         (134,124)         (1)           -           -           -                      -
    Total Revenues                                2,028,044   2,479,155   1,529,570   2,471,900   2,251,000               (220,900)


Expenses
  Personnel                                           493,805       570,588       326,950        418,390      510,600       92,210
  Supplies                                            295,291       117,002        31,107         88,700       80,500       (8,200)
  Administrative                                       66,466       118,936       116,992         76,000      139,540       63,540
  Electric Operations                                 963,117       973,485       715,522      1,161,500    1,105,000      (56,500)
  Utilities                                            28,080       237,422        39,778         30,650       42,200       11,550
  Planning and Engineering                             14,350         2,050           662          5,000        2,500       (2,500)
  Insurance                                            82,284        93,638              -        89,010       93,461        4,451
  Repairs and Maintenance                              71,255        42,425       101,869         97,500       84,000      (13,500)
  Miscellaneous                                        69,652        68,177        55,834         64,500       69,500        5,000
  Interest and Penalties                                1,409         1,473              -              -            -            -
  Capital and Equipment                                      -       27,286       278,236               -            -            -
  Transfers                                            66,084        66,362        62,809        101,147       65,000      (36,147)
    Total Expenses                                  2,151,793     2,318,844     1,729,759      2,132,397    2,192,301       59,904

        Revenues Over (Under) Expenses              (123,749)      160,311       (200,188)      339,503       58,699      (280,804)
        Less: Depreciation (non-cash item)           103,688       112,172         71,386       104,012      112,172
        Change in Fund Balance                  $   (227,437) $     48,138 $     (271,574) $    235,491 $    (53,473)

Electric Fund Key Information:

    •   Key items:

             o    Revenues

                       ▪      Electric Sales: Decrease due to reductions in the residential, commercial, and industrial electric
                             sales budget line items to better align with prior years' actual results.

                       ▪     Interest and Penalties: Decrease due to changes in interest rate allocations and market values.

                       ▪     Miscellaneous Revenue: Increase due to all garbage-related activity being budgeted in Fund 603
                             during 2027, rather than being split between Funds 603 and 101

             o    Expenses

                       ▪     Personnel: Increase due to COLA adjustments, step increases, and rising health insurance costs.

                       ▪     Administrative: Increase to better align with prior years' actual expenditures.

                       ▪     Electric Operations: Decrease due to reductions in the purchased power budget to better align
                             with prior years' actual expenditures.

                       ▪     Transfers: Removal of the 2021 interfund loan from the Electric Fund to the Water Fund, as the
                             loan affects balance sheet accounts rather than revenues and expenses.

    •   Depreciation is the reduction in the value of an asset over time due to wear and tear and normal use.
        *Depreciation is a non-cash expense and therefore impacts fund balance but does not affect cash balances
                                                                  5
                                                                                                                                      81
Storm Sewer Fund Budget Summary

                                               Actual       Actual          YTD         Budget         Budget       Amount
                                               2024         2025         9/30/2026       2026           2027        Change
Revenues
  Storm Water Fees                         $     69,044 $    154,030 $      113,792 $    125,000 $      125,000 $            -
  Interest and Penalties                         19,501       30,335         34,572        6,000         40,000              -
  Miscellaneous Revenue                          13,851             -              -       1,000               -             -
    Total Revenues                              102,396      184,365        148,364      132,000        165,000              -

Expenses
  Personnel                                      10,647       22,289         21,663       27,310         29,300          1,990
  Insurance                                         308          310               -         370            389             19
  Repairs and Maintenance                        15,235        1,223          1,911        5,000          5,000               -
  Planning and Engineering                             -            -              -      12,810          1,000        (11,810)
  Supplies                                        1,206          781          1,131        1,500          2,000            500
  Debt Service                                   12,273       16,074         42,694       55,578         17,665        (37,913)
    Total Expenses                               39,669       40,677         67,399      102,568         55,354        (47,214)

    Revenues Over (Under) Expenses               62,727      143,688         80,965        29,432       109,646        47,214
    Less: Depreciation (non-cash item)           53,778       57,677         38,451        53,778        57,677
    Change in Fund Balance                 $      8,949 $     86,011 $       42,514 $     (24,346) $     51,969

Storm Water Fund Key Information:

    •   Key items:

            o    Expenses

                      ▪    Debt Service: Decrease due to principal payments being recorded directly to balance sheet
                           accounts when invoices were posted, rather than being expensed and adjusted at year-end

    •   Depreciation is the reduction in the value of an asset over time due to wear and tear and normal use.
        *Depreciation is a non-cash expense and therefore impacts fund balance but does not affect cash balances.

Enterprise Funds Budget Detail

The following financial reports are attached:

    •   Enterprise Fund Budget Revenues

    •   Enterprise Fund Budget Expenses




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                                                                                                                                 10/06/26 8:51 AM
                                                                   CITY OF KENYON
                                                                                                                                          Page 1
                                                          ABDO REVENUE BUDGET - ENTERPRISE

                                                                                             2026          2026          2027
         Act Code          Last Dim Descr                   2024 Amt      2025 Amt         Budget       YTD Amt        Budget

601 WATER

  00000 GENERAL REVENUE
         601-00000-33100   FEDERAL GRANTS AND AIDS              $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-33400   STATE GRANTS & AIDS                  $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-33407   PERA AID                             $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-33430   STATE SEMMCHRA GRANT                 $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-33439   PENSION REVENUE                  $1,341.00         $0.00          $0.00         $0.00         $0.00
         601-00000-34101   THAW WATER SERVICE/METER             $0.00         $0.00          $0.00       $836.80         $0.00
         601-00000-34409   REIMBURSEMENTS                       $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-34790   SALE OF EXCESS EQUIPMENT             $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-35000   NSF/RECON/SHUTOFF NOTICE             $0.00       $480.00          $0.00         $0.00         $0.00
         601-00000-36101   SPECIAL ASSESSMENTS              $4,787.51    $69,298.38          $0.00     $5,589.08         $0.00
         601-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-36200   MISCELLANEOUS REVENUE                $0.00     $1,570.49          $0.00         $0.00         $0.00
         601-00000-36210   INTEREST EARNINGS               $44,012.86    $43,936.90     $25,000.00   $124,310.33   $140,000.00
         601-00000-36225   POLE CONTACT CHARGE                  $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-36226   Water Tower Lease                $8,635.00     $7,200.00      $7,200.00     $4,800.00     $7,200.00
         601-00000-36227   Electric Pole Lease                  $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-37110   WATER SALES                    $424,853.43   $413,327.81    $400,000.00   $273,390.50   $400,000.00
         601-00000-37120   WATER SALES - BULK SALES            $48.40       $155.73        $700.00        $84.63       $700.00
         601-00000-37150   CONNECTION FEES-BLDG PER             $0.00     $8,610.80          $0.00     $2,206.34     $4,000.00
         601-00000-37160   WATER PENALTIES                  $2,192.49     $1,717.26      $2,500.00     $1,709.27     $2,000.00
         601-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00     $25,000.00         $0.00         $0.00
         601-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00         $0.00          $0.00         $0.00         $0.00
         601-00000-39999   PRIOR PERIOD ADJUSTMENT        -$25,070.00         $0.00          $0.00         $0.00         $0.00
  00000 GENERAL REVENUE                                   $460,800.69   $546,297.37    $460,400.00   $412,926.95   $553,900.00

  49440 WATER - GENERAL
         601-49440-33900   DIVIDENDS                            $0.00         $0.00          $0.00         $0.00         $0.00
  49440 WATER - GENERAL                                         $0.00         $0.00          $0.00         $0.00         $0.00
601 WATER                                                 $460,800.69   $546,297.37    $460,400.00   $412,926.95   $553,900.00

602 SANITARY SEWER

  00000 GENERAL REVENUE
         602-00000-31110   CURRENT AD VALOREM TAXES             $0.00         $0.00          $0.00         $0.00         $0.00
         602-00000-33100   FEDERAL GRANTS AND AIDS              $0.00         $0.00          $0.00         $0.00         $0.00
         602-00000-33400   STATE GRANTS & AIDS                  $0.00         $0.00          $0.00         $0.00         $0.00
         602-00000-33407   PERA AID                             $0.00         $0.00          $0.00         $0.00         $0.00
         602-00000-33439   PENSION REVENUE                    $778.00         $0.00          $0.00         $0.00         $0.00
         602-00000-33900   DIVIDENDS                        $1,344.04         $0.00
                                                                                   7         $0.00         $0.00         $0.00                83
                                                                                                                                       10/06/26 8:51 AM
                                                                                                                                                 Page 2
                                                                                                 2026          2026            2027
         Act Code          Last Dim Descr                     2024 Amt      2025 Amt           Budget       YTD Amt          Budget
         602-00000-34407   UTILITY CONNECTION FEES           $5,400.00      $7,200.00       $5,000.00      $1,800.00      $5,000.00
         602-00000-34409   REIMBURSEMENTS                        $0.00      $6,784.00           $0.00          $0.00          $0.00
         602-00000-34790   SALE OF EXCESS EQUIPMENT          $2,916.18          $0.00           $0.00          $0.00          $0.00
         602-00000-35108   REIMBURSE FOR 2023 PROJEC             $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-36101   SPECIAL ASSESSMENTS               $1,452.98     $45,162.76           $0.00      $7,712.02          $0.00
         602-00000-36105   SPECIAL ASSESS. -DEL UTILITI          $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-36200   MISCELLANEOUS REVENUE            $11,354.10     $11,146.34           $0.00      $6,554.35          $0.00
         602-00000-36210   INTEREST EARNINGS                $82,553.30     $10,140.89      $50,000.00     $36,119.46     $50,000.00
         602-00000-37200   SANITARY SEWER CHARGES          $584,486.00    $568,578.15     $526,000.00    $400,262.38    $550,000.00
         602-00000-39202   TRANSFER FROM ENTERPRISE              $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-39207   TRANSFER FROM CAPITAL FUN             $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-39900   CONTRIBUTED CAP FROM GOV              $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-39999   PRIOR PERIOD ADJUSTMENT         -$84,101.15          $0.00           $0.00          $0.00          $0.00
  00000 GENERAL REVENUE                                    $606,183.45    $649,012.14     $581,000.00    $452,448.21    $605,000.00
602 SANITARY SEWER                                         $606,183.45    $649,012.14     $581,000.00    $452,448.21    $605,000.00

603 ELECTRIC

  00000 GENERAL REVENUE
         603-00000-33400   STATE GRANTS & AIDS                    $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-33407   PERA AID                               $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-33439   PENSION REVENUE                    $3,252.00         $0.00            $0.00         $0.00           $0.00
         603-00000-33800   SHARE OF CMPAS INCOME              $8,582.50         $0.00            $0.00         $0.00           $0.00
         603-00000-34109   CHARGES FOR SERVICES              -$9,521.00         $0.00            $0.00     $4,694.43           $0.00
         603-00000-34140   TRENCHING & LAYING WIRE F              $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-34790   SALE OF EXCESS EQUIPMENT               $0.00         $0.00            $0.00    $10,230.00           $0.00
         603-00000-35000   NSF/RECON/SHUTOFF NOTICE               $0.00     $2,040.00        $6,000.00     $3,454.83       $4,000.00
         603-00000-36101   SPECIAL ASSESSMENTS                    $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-36105   SPECIAL ASSESS. -DEL UTILITI           $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-36200   MISCELLANEOUS REVENUE             $10,687.46     $9,696.08            $0.00    $14,968.01      $12,000.00
         603-00000-36210   INTEREST EARNINGS                $201,175.17   $281,010.56      $200,000.00    $11,549.75      $20,000.00
         603-00000-36211   INT INCOME-CITY INTF LOAN-           $816.00       $551.00            $0.00       $279.00           $0.00
         603-00000-36212   INT INC-CITY INTF LOAN             $1,478.00         $0.00            $0.00         $0.00           $0.00
         603-00000-36214   INT INC-CITY LIQUOR INTF L             $0.00         $0.00            $0.00         $0.00           $0.00
         603-00000-36225   POLE CONTACT CHARGE                $4,981.00     $4,981.00        $7,000.00     $4,981.00       $7,000.00
         603-00000-36260   GARBAGE BILLING FEE               -$8,041.00   $222,610.89       $50,000.00   $161,018.37     $180,000.00
         603-00000-36261   GARBAGE BILLING FEE - Tax         $20,571.67         $0.00       $21,000.00         $0.00           $0.00
         603-00000-36262   GARBAGE BILLING FEE - FUEL         $5,936.31         $0.00        $2,300.00     $9,418.85       $7,000.00
         603-00000-37150   CONNECTION FEES-BLDG PER               $0.00     $2,000.00        $2,000.00       $500.00       $2,000.00
         603-00000-37320   RECYCLING CUSTOMER CHARG              -$0.16         $0.00            $0.00         $0.00           $0.00
         603-00000-37410   RESIDENTIAL ELEC SALES         $1,089,706.11   $750,048.00    $1,200,000.00   $653,711.00   $1,025,000.00
         603-00000-37420   COMMERCIAL & INDUST ELEC        $195,214.79    $129,321.64     $300,000.00    $156,390.60    $215,000.00
         603-00000-37425   ELECTRIC SALES TAX                    $0.00          $0.00
                                                                                     8          $0.00          $0.00          $0.00                 84
                                                                                                                                         10/06/26 8:51 AM
                                                                                                                                                   Page 3
                                                                                                 2026            2026            2027
         Act Code          Last Dim Descr                    2024 Amt        2025 Amt          Budget         YTD Amt          Budget
         603-00000-37430   DEMAND ELECTRIC SALES           $591,368.02   $1,041,895.98     $650,000.00     $467,827.34     $730,000.00
         603-00000-37440   PUBLIC STREET & HWY ELEC S       $31,713.16      $22,383.10      $22,600.00      $24,753.14      $40,000.00
         603-00000-37460   ELECTRIC PENALTIES                $7,375.96       $6,326.22       $8,000.00       $3,973.62       $6,000.00
         603-00000-37470   SECURITY LIGHT SALES              $2,870.00       $2,060.00       $3,000.00       $1,610.00       $3,000.00
         603-00000-37485   CAPX2020-TRANSMISSION REV             $0.00       $2,767.15           $0.00           $0.00           $0.00
         603-00000-37500   SOLAR SUBSCRIPTION                    $0.00           $0.00           $0.00           $0.00           $0.00
         603-00000-39202   TRANSFER FROM ENTERPRISE              $0.00           $0.00           $0.00           $0.00           $0.00
         603-00000-39999   PRIOR PERIOD ADJUSTMENT        -$134,124.00          -$0.62           $0.00           $0.00           $0.00
  00000 GENERAL REVENUE                                  $2,024,041.99   $2,477,691.00   $2,471,900.00   $1,529,359.94   $2,251,000.00

  49590 ELECTRIC - GENERAL
         603-49590-33900 DIVIDENDS                          $4,002.00          $14.14           $0.00           $0.00           $0.00
         603-49590-34409 REIMBURSEMENTS                         $0.00       $1,450.00           $0.00         $210.00           $0.00
  49590 ELECTRIC - GENERAL                                  $4,002.00       $1,464.14           $0.00         $210.00           $0.00

  49600 NON-OPERATING
         603-49600-37482   CMPAS INCOME DISTRIBUTIO             $0.00           $0.00           $0.00           $0.00           $0.00
         603-49600-37483   CMPAS REGULATORY ASSET DI            $0.00           $0.00           $0.00           $0.00           $0.00
         603-49600-37484   MISO UNDER RECOV & TU PAY            $0.00           $0.00           $0.00           $0.00           $0.00
         603-49600-39104   SALE OF UTILITIES PLUS ENER          $0.00           $0.00           $0.00           $0.00           $0.00
  49600 NON-OPERATING                                           $0.00           $0.00           $0.00           $0.00           $0.00
603 ELECTRIC                                             $2,028,043.99   $2,479,155.14   $2,471,900.00   $1,529,569.94   $2,251,000.00

605 STORM SEWER

  00000 GENERAL REVENUE
         605-00000-33400   STATE GRANTS & AIDS                  $0.00           $0.00           $0.00           $0.00           $0.00
         605-00000-33407   PERA AID                             $0.00           $0.00           $0.00           $0.00           $0.00
         605-00000-33439   PENSION REVENUE                  $1,271.00           $0.00           $0.00           $0.00           $0.00
         605-00000-34790   SALE OF EXCESS EQUIPMENT        $12,539.99           $0.00           $0.00           $0.00           $0.00
         605-00000-39202   TRANSFER FROM ENTERPRISE             $0.00           $0.00           $0.00           $0.00           $0.00
         605-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00           $0.00           $0.00           $0.00           $0.00
  00000 GENERAL REVENUE                                    $13,810.99           $0.00           $0.00           $0.00           $0.00

  43251 STORM SEWER UTIL & MAINT
         605-43251-33100 FEDERAL GRANTS AND AIDS                $0.00           $0.00           $0.00           $0.00           $0.00
         605-43251-33400 STATE GRANTS & AIDS                    $0.00           $0.00           $0.00           $0.00           $0.00
         605-43251-33900 DIVIDENDS                             $39.37           $0.00           $0.00           $0.00           $0.00
         605-43251-36105 SPECIAL ASSESS. -DEL UTILITI           $0.22           $0.00       $1,000.00           $0.00           $0.00
         605-43251-36200 MISCELLANEOUS REVENUE                  $0.00          -$0.02           $0.00           $0.00           $0.00
         605-43251-36210 INTEREST EARNINGS                 $19,501.37      $30,335.10       $6,000.00      $34,571.79      $40,000.00
         605-43251-37202 STORM SEWER MAINT. FEE            $69,044.06     $154,030.40     $125,000.00     $116,458.82     $125,000.00
         605-43251-37203   STORM SEWER UTILITY FEE              $0.00           $0.00           $0.00       -$2,667.00          $0.00
         605-43251-39207   TRANSFER FROM CAPITAL FUN            $0.00           $0.009          $0.00            $0.00          $0.00
                                                                                                                                                      85
                                                                                                                                10/06/26 8:51 AM
                                                                                                                                          Page 4
                                                                                        2026            2026            2027
        Act Code        Last Dim Descr             2024 Amt        2025 Amt           Budget         YTD Amt          Budget
  43251 STORM SEWER UTIL & MAINT                 $88,585.02     $184,365.48      $132,000.00     $148,363.61     $165,000.00

  49700 OPERATING TRANSFERS OUT
         605-49700-39200 TRANSFERS INTERFUND          $0.00           $0.00            $0.00           $0.00           $0.00
  49700 OPERATING TRANSFERS OUT                       $0.00           $0.00            $0.00           $0.00           $0.00
605 STORM SEWER                                 $102,396.01     $184,365.48      $132,000.00     $148,363.61     $165,000.00

                                               $3,197,424.14   $3,858,830.13    $3,645,300.00   $2,543,308.71   $3,574,900.00




                                                                           10
                                                                                                                                             86
                                                                                                                                10/06/26 8:46 AM
                                                                  CITY OF KENYON
                                                                                                                                         Page 1
                                                         ABDO EXPENSE BUDGET - ENTERPRISE

                                                                               2024          2026         2026          2027
        Account           Last Dim Descr                     2024 Amt           Amt        Budget      YTD Amt        Budget

601 WATER

  47000 DEBT SERVICE
        E 601-47000-602   DISCOUNT AMORTIZATION             -$3,807.00    -$4,840.00         $0.00        $0.00         $0.00
  47000 DEBT SERVICE                                        -$3,807.00    -$4,840.00         $0.00        $0.00         $0.00

  49400 PLANT OPERATION
        E 601-49400-101   SALARIES - REGULAR                 $2,906.00         $0.00         $0.00        $0.00         $0.00
        E 601-49400-102   SALARIES - OVERTIME                    $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49400-121   PERA - EMPLOYER SHARE                  $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49400-122   FICA - EMPLOYER SHARE                  $0.00        -$0.02         $0.00        $0.00         $0.00
        E 601-49400-129   Pension Expense                   $18,673.00   -$15,007.00         $0.00        $0.00         $0.00
        E 601-49400-136   MN Paid Leave                          $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49400-216   CHEMICALS                          $2,982.00     $2,783.38     $4,000.00      $789.64     $3,000.00
        E 601-49400-220   REPAIR & MAINTENANCE SUPPLIE      $66,954.75     $1,619.46     $5,000.00      $120.95     $5,000.00
        E 601-49400-380   UTILITIES-PUMP HOUSE              $14,082.36    $15,096.63    $16,000.00      $936.27    $16,000.00
        E 601-49400-420   DEPRECIATION                       $5,640.00     $5,195.78     $5,650.00    $3,464.08     $5,196.00
        E 601-49400-430   MISCELLANEOUS                          $0.00     $2,949.54         $0.00        $0.00         $0.00
  49400 PLANT OPERATION                                    $111,238.11    $12,637.77    $30,650.00    $5,310.94    $29,196.00

  49420 CUSTOMER ACCOUNTS
        E 601-49420-112 SALARIES - ADMIN                         $0.00         $0.00         $0.00       $0.00          $0.00
        E 601-49420-121 PERA - EMPLOYER SHARE                    $0.00         $0.00         $0.00       $0.00          $0.00
        E 601-49420-122 FICA - EMPLOYER SHARE                    $0.00         $0.00         $0.00       $0.00          $0.00
        E 601-49420-505 GIS Operation and Maintenance        $1,490.00         $0.00     $1,500.00     $242.20      $1,000.00
  49420 CUSTOMER ACCOUNTS                                    $1,490.00         $0.00     $1,500.00     $242.20      $1,000.00

  49430 DISTRIBUTION
        E 601-49430-101   SALARIES - REGULAR                   $668.00         $0.00         $0.00        $0.00         $0.00
        E 601-49430-102   SALARIES - OVERTIME                    $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49430-121   PERA - EMPLOYER SHARE                  $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49430-122   FICA - EMPLOYER SHARE                  $0.00         $0.00         $0.00        $0.00         $0.00
        E 601-49430-212   MOTOR FUELS, LUBES, ADDITIVE         $192.00        $10.58       $100.00        $0.00       $100.00
        E 601-49430-220   REPAIR & MAINTENANCE SUPPLIE         $939.25     $1,437.54     $1,000.00      $477.09     $1,000.00
        E 601-49430-228   DISTRIB EXPENSE - MATERIALS        $6,194.15    $18,610.52     $3,000.00   $10,695.34    $12,000.00
        E 601-49430-229   CONTR. STREET MAINT/LEAK REP       $1,655.00         $0.00     $5,000.00      $734.97     $2,500.00
        E 601-49430-230   WATER TESTING & SUPPLIES           $1,022.65     $3,515.62       $700.00    $1,336.18     $1,500.00
        E 601-49430-231   STATE METER CONNECT FEES           $8,626.00     $8,416.00     $9,000.00    $9,885.00    $10,000.00
        E 601-49430-382   UTILITIES-PUMP POWER                 $533.72       $461.60     $1,800.00        $0.00       $500.00
        E 601-49430-385   UTILITIES-SEWER CHARGES              $376.10       $632.00       $500.00        $0.00       $500.00
        E 601-49430-414   OSHA/SAFETY CLOTH. & EQUIP           $101.98         $0.00       $170.00        $0.00       $100.00
        E 601-49430-420   DEPRECIATION                     $108,491.60   $108,155.03   $108,495.00   $72,100.96   $108,151.00
        E 601-49430-439   GOPHER STATE ONE - LOCATES           $101.93        $75.11       $200.00       $84.25       $200.00
                                                                                 11
  49430 DISTRIBUTION                                       $128,902.38   $141,314.00   $129,965.00   $95,313.79   $136,551.00                      87
                                                                                                                               10/06/26 8:46 AM
                                                                                                                                         Page 2
                                                                             2024          2026          2026          2027
      Account           Last Dim Descr                     2024 Amt           Amt        Budget       YTD Amt        Budget

49440 WATER - GENERAL
      E 601-49440-100   SALARIES - PART TIME                   $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-101   SALARIES - REGULAR                $84,372.59   $137,683.70   $107,450.00    $85,339.48   $143,110.00
      E 601-49440-102   SALARIES - OVERTIME                $8,517.57    $18,912.63    $35,000.00    $15,428.38    $35,000.00
      E 601-49440-112   SALARIES - ADMIN                  $26,673.35    $21,645.20    $15,020.00    $12,412.88    $25,470.00
      E 601-49440-115   SALARIES - COMMISSIONER FEES         $786.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-121   PERA - EMPLOYER SHARE              $8,950.68     $3,603.84    $11,810.00     $8,350.24    $15,270.00
      E 601-49440-122   FICA - EMPLOYER SHARE             $10,326.93    $12,719.33    $12,050.00     $8,526.85    $15,570.00
      E 601-49440-130   INSURANCE - MED/DENT/LIFE/DIS     $27,016.29    $26,905.79    $54,420.00    $20,437.70    $68,760.00
      E 601-49440-131   EMPLOYER H.S.A.EXPENSE             $3,720.00     $4,274.99     $5,000.00     $4,848.70     $5,000.00
      E 601-49440-136   MN Paid Leave                          $0.00        $11.19       $690.00       $472.44       $900.00
      E 601-49440-142   UNEMPLOYMENT COMPENSATION              $0.00        $50.40         $0.00         $0.00         $0.00
      E 601-49440-150   INSURANCE - WORKERS COMP           $1,573.60     $4,454.02     $2,240.00       $895.50     $2,250.00
      E 601-49440-200   OFFICE SUPPLIES                        $0.00         $0.00       $100.00         $0.00       $100.00
      E 601-49440-201   MAINT CONT/SUPPORT/WARRANT         $1,314.29         $0.00     $1,500.00     $1,368.22     $1,500.00
      E 601-49440-202   BILLING SUPPLIES                       $0.00        $31.58       $200.00         $0.00       $100.00
      E 601-49440-203   CUSTOMER NOTIFICATION/COMM             $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-209   TRUCK REPAIRS & INSPECTIONS          $193.50         $0.00       $600.00       $106.00       $500.00
      E 601-49440-210   OPERATING SUPPLIES & EXPENSE       $1,082.93     $1,285.97       $100.00       $575.04     $1,000.00
      E 601-49440-301   AUDITING                           $2,658.63     $5,402.31     $4,000.00     $2,116.12     $4,000.00
      E 601-49440-302   SAFETY CLASS/DRUG & ALCOHOL          $705.69     $1,137.99     $1,500.00       $962.56     $1,500.00
      E 601-49440-303   ENGINEERING                            $0.00     $2,585.77         $0.00         $0.00         $0.00
      E 601-49440-307   CONTRACT SERVICES                      $0.00        $15.80    $19,215.00         $0.00         $0.00
      E 601-49440-311   CONFERENCE & TRAINING                $195.01       $500.00     $5,000.00         $0.00     $1,000.00
      E 601-49440-321   UTILITIES-PHONE/INTERNET/CAB         $909.34       $865.79       $750.00       $649.80       $750.00
      E 601-49440-322   POSTAGE/MAILING MACHINE            $1,384.33     $2,554.21     $2,000.00     $1,858.51     $2,000.00
      E 601-49440-324   OUTSIDE SERVICES                     $254.50     $9,374.82     $5,000.00    $10,101.36    $12,360.00
      E 601-49440-331   TRAVEL EXPENSE                         $0.00         $0.00       $250.00         $0.00       $250.00
      E 601-49440-360   INSURANCE - PROPERTY/LIABILIT      $4,513.09     $8,453.94     $3,620.00         $0.00     $3,801.00
      E 601-49440-420   DEPRECIATION                           $0.00         $0.36         $0.00         $0.00         $0.00
      E 601-49440-430   MISCELLANEOUS                         $20.25       $417.36         $0.00        $20.25         $0.00
      E 601-49440-432   BAD DEBT EXPENSE                    -$838.99         $0.00         $0.00         $0.00         $0.00
      E 601-49440-433   DUES AND SUBSCRIPTIONS               $784.25       $816.00     $2,000.00       $777.49     $1,000.00
      E 601-49440-434   REG.COMPL. LIC REPORT REQUIR         $583.77       $680.55       $600.00         $0.00       $600.00
      E 601-49440-719   TRANSFER-INTERFUND                     $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-726   SHARED FAC & SERV EXP TO CITY     $14,000.00    $16,500.00    $16,500.00    $16,500.00    $16,500.00
49440 WATER - GENERAL                                    $199,697.60   $280,883.54   $306,615.00   $191,747.52   $358,291.00

49500 NON-OPERATING
      E 601-49500-603   BOND PRINCIPAL - 2023A BOND            $0.00         $0.00    $13,351.00     $8,141.59         $0.00
      E 601-49500-604   BOND PRINCIPAL - 2020A BOND           -$0.32         $0.00    $59,067.17    $58,644.37         $0.00
      E 601-49500-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00         $0.00       $976.50       $930.00         $0.00
      E 601-49500-611   BOND INTEREST                     -$1,769.00        $0.00     $45,723.33        $0.00         $0.00
      E 601-49500-614   BOND INTEREST 2016 FIRST STR         $174.96
                                                                              12
                                                                          $334.99        $341.78      $341.78       $305.00                       88
                                                                                                                                10/06/26 8:46 AM
                                                                                                                                          Page 3
                                                                              2024          2026          2026          2027
        Account           Last Dim Descr                    2024 Amt           Amt        Budget       YTD Amt        Budget
        E 601-49500-615   BOND INTEREST - 2020A BOND       $23,505.90    $23,668.50    $22,827.00    $22,217.24    $20,868.00
        E 601-49500-616   BOND INTEREST - 2023A BOND        $8,052.05     $6,777.88     $2,688.00     $6,491.32     $6,172.00
        E 601-49500-617   BOND INTEREST - 2025A BOND            $0.00    $19,051.40         $0.00         $0.00    $47,050.00
        E 601-49500-620   FISCAL AGENT FEES                     $0.00    $22,501.75         $0.00         $0.00         $0.00
        E 601-49500-622   BOND ISSUANCE COSTS                   $0.00         $0.00         $0.00         $0.00         $0.00
        E 601-49500-719   TRANSFER-INTERFUND                    $0.00         $0.00         $0.00         $0.00         $0.00
        E 601-49500-741   CAPITAL OUTLAY - ENTERPRISE F         $0.00         $0.00   $100,000.00         $0.00   $100,000.00
  49500 NON-OPERATING                                      $29,963.59    $72,334.52   $244,974.78    $96,766.30   $174,395.00
601 WATER                                                 $467,484.68   $502,329.83   $713,704.78   $389,380.75   $699,433.00

602 SANITARY SEWER

  43256 SEWER
        E 602-43256-101   SALARIES - REGULAR               $66,069.89   $122,848.29    $67,200.00    $55,507.30    $72,990.00
        E 602-43256-102   SALARIES - OVERTIME              $16,962.96    $18,347.60    $25,000.00     $3,909.20    $20,000.00
        E 602-43256-121   PERA - EMPLOYER SHARE             $5,194.40     $9,580.45     $6,920.00     $4,304.24     $6,970.00
        E 602-43256-122   FICA - EMPLOYER SHARE             $9,780.63     $7,877.49     $7,050.00     $4,232.74     $7,110.00
        E 602-43256-129   Pension Expense                  -$1,620.00    $48,052.00         $0.00         $0.00         $0.00
        E 602-43256-130   INSURANCE - MED/DENT/LIFE/DIS    $18,526.49    $20,703.63    $22,460.00    $16,109.08    $25,390.00
        E 602-43256-131   EMPLOYER H.S.A.EXPENSE            $1,950.00     $3,115.36     $3,200.00     $1,921.87     $3,200.00
        E 602-43256-136   MN Paid Leave                         $0.00         $5.89       $410.00       $172.18       $410.00
        E 602-43256-142   UNEMPLOYMENT COMPENSATION            $19.91         $0.00         $0.00         $0.00         $0.00
        E 602-43256-150   INSURANCE - WORKERS COMP          $2,073.85     $2,354.73     $1,270.00       $362.00     $1,020.00
        E 602-43256-210   OPERATING SUPPLIES & EXPENSE     $15,047.01    $19,499.56    $16,000.00    $16,642.22    $20,000.00
        E 602-43256-212   MOTOR FUELS, LUBES, ADDITIVE      $1,475.59     $2,392.49     $3,000.00       $471.45     $3,000.00
        E 602-43256-216   CHEMICALS                        $10,869.54     $7,940.29     $9,000.00     $7,612.99     $9,000.00
        E 602-43256-265   PROPERTY TAX                        $956.00     $1,574.00     $1,800.00     $1,716.00     $1,800.00
        E 602-43256-307   CONTRACT SERVICES                 $3,213.51     $3,841.30    $19,215.00         $0.00     $4,000.00
        E 602-43256-309   COMPUTER SUPPORT                      $0.00       $919.96         $0.00     $1,167.95       $600.00
        E 602-43256-311   CONFERENCE & TRAINING             $1,607.53         $0.00       $500.00         $0.00     $2,000.00
        E 602-43256-321   UTILITIES-PHONE/INTERNET/CAB      $1,502.45     $2,421.88     $2,000.00     $1,631.30     $2,500.00
        E 602-43256-331   TRAVEL EXPENSE                      $381.99        $24.99       $700.00         $0.00       $500.00
        E 602-43256-360   INSURANCE - PROPERTY/LIABILIT    $11,193.71    $11,791.55    $10,160.00         $0.00    $10,668.00
        E 602-43256-381   UTILITIES-ELECTRIC & WATER       $51,037.42    $44,994.15    $45,000.00    $35,866.70    $46,500.00
        E 602-43256-383   UTILITIES-NATURAL GAS             $4,456.94     $5,935.19     $8,500.00     $4,055.24     $7,000.00
        E 602-43256-384   UTILITIES-REFUSE/RECYCLING          $754.58       $742.92       $800.00       $552.15       $800.00
        E 602-43256-385   UTILITIES-SEWER CHARGES          $21,401.56    $18,520.69    $24,000.00    $22,371.18    $25,000.00
        E 602-43256-400   REPAIRS AND MAINT                $71,100.16    $27,343.78    $25,000.00    $15,611.94    $30,000.00
        E 602-43256-414   OSHA/SAFETY CLOTH. & EQUIP            $0.00       $569.66       $500.00       $257.46       $500.00
        E 602-43256-418   UNIFORMS                            $209.89       $315.55       $400.00       $325.63       $400.00
        E 602-43256-420   DEPRECIATION                    $169,050.89   $202,670.12   $169,052.00   $135,113.20   $202,670.00
        E 602-43256-429   PERMITS AND LICENSES              $1,473.00     $1,550.00     $1,600.00       $147.00     $1,600.00
        E 602-43256-430   MISCELLANEOUS                         $0.00         $0.32         $0.00         $0.00         $0.00
        E 602-43256-432   BAD DEBT EXPENSE                   -$579.21           13
                                                                              $0.00         $0.00         $0.00         $0.00
        E 602-43256-501   CAPITAL OUTLAY                        $0.40         $4.37         $0.00         $0.00         $0.00
                                                                                                                                                   89
                                                                                                                                     10/06/26 8:46 AM
                                                                                                                                               Page 4
                                                                               2024            2026          2026            2027
         Account          Last Dim Descr                     2024 Amt           Amt          Budget       YTD Amt          Budget
        E 602-43256-505   GIS Operation and Maintenance      $7,008.36     $1,436.50      $3,000.00      $3,832.50      $5,000.00
        E 602-43256-603   BOND PRINCIPAL - 2023A BOND            $0.00         $0.00    $117,322.80     $77,090.71          $0.00
        E 602-43256-604   BOND PRINCIPAL - 2020A BOND            $0.11         $0.00     $48,862.32     $47,918.00          $0.00
        E 602-43256-605   LOAN PRINCIPAL - PFA (RATES)           $0.00         $0.00     $99,750.00     $95,000.00          $0.00
        E 602-43256-606   CAPITAL LEASE PRINCIPAL                $0.00         $0.00          $0.00          $0.00          $0.00
        E 602-43256-607   LOAN PRINCIPAL - PFA (LEVY)            $0.00         $0.00          $0.00          $0.00          $0.00
        E 602-43256-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00         $0.00      $8,883.00      $8,460.00          $0.00
        E 602-43256-611   BOND INTEREST                    -$11,134.00         $0.00     $24,505.00          $0.00          $0.00
        E 602-43256-612   LOAN INTEREST - PFA                $9,750.00     $8,480.56      $7,880.00      $7,880.00      $6,930.00
        E 602-43256-614   BOND INTEREST 2016 FIRST STR       $1,591.54     $3,047.36      $3,109.05      $3,109.05      $2,771.00
        E 602-43256-615   BOND INTEREST - 2020A BOND         $7,206.22    $19,339.80     $18,883.25     $18,263.56     $17,051.00
        E 602-43256-616   BOND INTEREST - 2023A BOND        $77,161.96    $64,178.02     $26,690.00     $62,562.16     $58,438.00
        E 602-43256-617   BOND INTEREST - 2025A BOND             $0.00    $10,210.40          $0.00     $70,228.32     $29,225.00
        E 602-43256-619   CAPITAL LEASE INTEREST                 $0.00         $0.00          $0.00          $0.00          $0.00
        E 602-43256-622   BOND ISSUANCE COSTS                    $0.00         $0.00          $0.00          $0.00          $0.00
  43256 SEWER                                              $575,695.28   $692,630.85    $829,622.42    $724,405.32    $625,043.00

  47000 DEBT SERVICE
        E 602-47000-602   DISCOUNT AMORTIZATION             -$5,901.00    -$6,470.00          $0.00          $0.00          $0.00
        E 602-47000-620   FISCAL AGENT FEES                      $0.00    $12,055.02          $0.00          $0.00          $0.00
  47000 DEBT SERVICE                                        -$5,901.00     $5,585.02          $0.00          $0.00          $0.00

  47300 2023 Pearl Creek/Street Improv
        E 602-47300-601 BOND PRINCIPAL                           $0.00         $0.00          $0.00          $0.00          $0.00
        E 602-47300-611 BOND INTEREST                            $0.00         $0.00          $0.00          $0.00          $0.00
  47300 2023 Pearl Creek/Street Improv                           $0.00         $0.00          $0.00          $0.00          $0.00
602 SANITARY SEWER                                         $569,794.28   $698,215.87    $829,622.42    $724,405.32    $625,043.00

603 ELECTRIC

  49400 PLANT OPERATION
        E 603-49400-142 UNEMPLOYMENT COMPENSATION                $0.00      $945.00           $0.00          $0.00          $0.00
  49400 PLANT OPERATION                                          $0.00      $945.00           $0.00          $0.00          $0.00

  49420 CUSTOMER ACCOUNTS
        E 603-49420-433 DUES AND SUBSCRIPTIONS                $355.04          $0.00          $0.00          $0.00          $0.00
  49420 CUSTOMER ACCOUNTS                                     $355.04          $0.00          $0.00          $0.00          $0.00

  49550 PURCHASED POWER
        E 603-49550-634 PURCHASED POWER ALL SUPPLIE        $757,248.51   $727,869.02    $850,000.00    $517,233.95    $800,000.00
        E 603-49550-651 CAPX INVESTMENT COSTS BROOK              $0.00    $32,959.70          $0.00          $0.00          $0.00
        E 603-49550-656 TRANSMISSION - ALL                 $247,085.97   $292,173.38    $300,000.00    $245,399.36    $300,000.00
        E 603-49550-665 CAPACITY CREDITS ALL SUPPLIER      -$46,226.29   -$89,391.93          $0.00    -$50,570.86          $0.00
        E 603-49550-677 ADMIN FEES - ENERGY PURCHASE             $0.00         $0.00          $0.00          $0.00          $0.00
  49550 PURCHASED POWER                                    $958,108.19   $963,610.17   $1,150,000.00   $712,062.45   $1,100,000.00

  49551 POWER PRODUCTION
                                                                                14
                                                                                                                                                        90
                                                                                                                              10/06/26 8:46 AM
                                                                                                                                        Page 5
                                                                            2024          2026          2026          2027
      Account           Last Dim Descr                    2024 Amt           Amt        Budget       YTD Amt        Budget
      E 603-49551-114 SALARIES - POWER PRODUCTION             $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49551-121 PERA - EMPLOYER SHARE                   $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49551-122 FICA - EMPLOYER SHARE                   $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49551-226 MAINT OF GEN PLANT EQUIPMEN        $35,233.59     $9,572.41    $42,000.00    $89,575.69    $42,000.00
      E 603-49551-329 RTU/DATA TRANSFER PHONE LIN         $7,324.73     $9,804.49     $6,560.00     $7,946.46     $8,000.00
      E 603-49551-379 UTILITIES-ELECTRIC                 $12,085.20    $17,416.79    $16,890.00    $26,725.21    $25,000.00
      E 603-49551-425 DEPRECIATION - GENERATORS          $97,189.68    $55,002.11    $45,000.00    $36,667.84    $55,002.00
      E 603-49551-539 FUEL OIL USED FOR GENERATION        $4,490.20         $0.00     $7,400.00         $0.00         $0.00
49551 POWER PRODUCTION                                  $156,323.40    $91,795.80   $117,850.00   $160,915.20   $130,002.00

49560 PLANT OPERATION
      E 603-49560-101   SALARIES - REGULAR               $28,501.00         $0.00         $0.00        $0.00          $0.00
      E 603-49560-102   SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00          $0.00
      E 603-49560-121   PERA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00          $0.00
      E 603-49560-122   FICA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00          $0.00
      E 603-49560-129   Pension Expense                   $9,816.00   $114,259.00         $0.00        $0.00          $0.00
      E 603-49560-160   PERA PENSION EXPENSE GASB 68          $0.00         $0.00         $0.00        $0.00          $0.00
      E 603-49560-210   OPERATING SUPPLIES & EXPENSE      $2,932.72       $325.61     $4,000.00      $379.46      $3,000.00
      E 603-49560-223   BUILDING REPAIR SUPPLIES              $0.00       $185.00         $0.00      $472.50      $1,000.00
      E 603-49560-240   SMALL TOOLS & MINOR EQUIPME         $185.62     $1,172.46       $500.00       $36.98        $500.00
      E 603-49560-383 UTILITIES-NATURAL GAS                 $927.54     $1,220.09     $1,800.00     $1,046.74     $1,800.00
      E 603-49560-420 DEPRECIATION                        $6,498.00    $10,919.12     $7,012.00     $7,279.60    $10,919.00
49560 PLANT OPERATION                                    $48,860.88   $128,081.28    $13,312.00     $9,215.28    $17,219.00

49570 DISTRIBUTION
      E 603-49570-101   SALARIES - REGULAR                    $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49570-102   SALARIES - OVERTIME                   $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49570-118   SALARIES - TRANSMISSION WORK          $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49570-121   PERA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $95.18         $0.00
      E 603-49570-122   FICA - EMPLOYER SHARE                 $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49570-130   INSURANCE - MED/DENT/LIFE/DIS       $281.69        $27.68         $0.00         $0.00         $0.00
      E 603-49570-131   EMPLOYER H.S.A.EXPENSE                $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49570-142   UNEMPLOYMENT COMPENSATION         $1,255.15         $0.00         $0.00         $0.00         $0.00
      E 603-49570-209   TRUCK REPAIRS & INSPECTIONS       $8,774.88         $0.00     $5,000.00     $5,630.10     $5,000.00
      E 603-49570-212   MOTOR FUELS, LUBES, ADDITIVE      $7,698.25     $4,527.94     $8,000.00     $3,929.52     $8,000.00
      E 603-49570-220   REPAIR & MAINTENANCE SUPPLIE     $12,917.04     $2,169.67    $15,000.00     $1,284.06    $10,000.00
      E 603-49570-228   DISTRIB EXPENSE - MATERIALS     $241,208.23    $64,578.09    $15,000.00     $5,938.74    $15,000.00
      E 603-49570-378   UTILITIES-WATER CHARGES           $2,791.66       $594.60       $500.00         $0.00       $500.00
      E 603-49570-379   UTILITIES-ELECTRIC                  $855.71       $892.76     $1,000.00         $0.00     $1,000.00
      E 603-49570-383   UTILITIES-NATURAL GAS               $627.33     $1,119.79     $1,000.00       $818.98     $1,000.00
      E 603-49570-385   UTILITIES-SEWER CHARGES             $932.86     $1,594.19       $900.00         $0.00       $900.00
      E 603-49570-389   STREET LIGHT REPAIRS                  $0.00         $0.00     $8,000.00       $820.75     $2,000.00
      E 603-49570-402   REPAIRS & EXP - SUBSTATION       $12,466.30    $27,798.90    $25,000.00       $251.20    $20,000.00
      E 603-49570-414   OSHA/SAFETY CLOTH. & EQUIP       $11,192.34    $11,105.41    $12,000.00     $2,613.75    $12,000.00
                                                                              15
      E 603-49570-420   DEPRECIATION                          $0.00    $46,250.99    $52,000.00    $27,438.75    $46,251.00                      91
                                                                                                                              10/06/26 8:46 AM
                                                                                                                                        Page 6
                                                                            2024          2026          2026          2027
      Account           Last Dim Descr                    2024 Amt           Amt        Budget       YTD Amt        Budget
      E 603-49570-439   GOPHER STATE ONE - LOCATES          $527.22       $406.89     $1,000.00       $135.85     $1,000.00
      E 603-49570-490   DONATIONS                           $500.00     $1,500.00     $2,000.00     $1,000.00     $2,000.00
49570 DISTRIBUTION                                      $302,028.66   $162,566.91   $146,400.00    $49,956.88   $124,651.00

49580 CUSTOMER ACCOUNTS
      E 603-49580-101 SALARIES - REGULAR                      $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49580-102 SALARIES - OVERTIME                     $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49580-112 SALARIES - ADMIN                        $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49580-113 SALARIES - METER READING                $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49580-121 PERA - EMPLOYER SHARE                   $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49580-122 FICA - EMPLOYER SHARE                   $0.00         $0.00         $0.00         $0.00         $0.00
49580 CUSTOMER ACCOUNTS                                       $0.00         $0.00         $0.00         $0.00         $0.00

49590 ELECTRIC - GENERAL
      E 603-49590-100 SALARIES - PART TIME                    $0.00         $0.00         $0.00         $0.00         $0.00
      E 603-49590-101 SALARIES - REGULAR                $238,097.61   $207,812.46   $161,170.00   $134,798.95   $214,660.00
      E 603-49590-102 SALARIES - OVERTIME                $18,770.87    $29,079.91    $45,000.00    $25,296.67    $45,000.00
      E 603-49590-112 SALARIES - ADMIN                   $23,452.29    $42,841.87    $51,840.00    $36,050.54    $59,580.00
      E 603-49590-115 SALARIES - COMMISSIONER FEES        $2,776.49     $3,930.00     $4,430.00         $0.00     $4,430.00
      E 603-49590-121 PERA - EMPLOYER SHARE              $21,705.44    $28,648.28    $19,350.00    $13,994.34    $23,940.00
      E 603-49590-122 FICA - EMPLOYER SHARE              $23,280.17    $20,273.09    $20,080.00    $14,120.68    $24,760.00
      E 603-49590-130   INSURANCE - MED/DENT/LIFE/DIS   $111,111.39   $103,842.73    $97,930.00    $80,867.67   $119,370.00
      E 603-49590-131   EMPLOYER H.S.A.EXPENSE           $10,548.78    $12,825.00    $15,000.00     $8,516.09    $15,000.00
      E 603-49590-136   MN Paid Leave                         $0.00        $18.96     $1,150.00       $703.98     $1,420.00
      E 603-49590-142   UNEMPLOYMENT COMPENSATION             $0.00     $1,713.68         $0.00    $11,252.75         $0.00
      E 603-49590-150   INSURANCE - WORKERS COMP          $4,208.54     $4,370.56     $2,440.00     $1,253.00     $2,440.00
      E 603-49590-200   OFFICE SUPPLIES                   $1,317.49        $39.69     $1,500.00         $0.00     $1,500.00
      E 603-49590-201   MAINT CONT/SUPPORT/WARRANT        $1,862.99     $2,698.70     $2,500.00     $3,834.51     $4,000.00
      E 603-49590-202   BILLING SUPPLIES                  $1,507.18     $1,462.19     $2,300.00     $1,396.57     $2,000.00
      E 603-49590-210   OPERATING SUPPLIES & EXPENSE      $4,038.68     $9,443.43    $10,000.00     $2,958.50    $10,000.00
      E 603-49590-211   CLEANING SUPPLIES                     $7.59         $0.00         $0.00         $0.00         $0.00
      E 603-49590-240   SMALL TOOLS & MINOR EQUIPME       $2,596.73     $1,422.03     $5,000.00     $2,303.51     $5,000.00
      E 603-49590-301   AUDITING                         $13,998.87    $13,733.99    $13,000.00    $11,991.38    $13,000.00
      E 603-49590-302   SAFETY CLASS/DRUG & ALCOHOL       $6,619.10     $7,047.38     $6,500.00     $4,066.26     $6,500.00
      E 603-49590-303   ENGINEERING                           $0.00     $1,500.00         $0.00         $0.00         $0.00
      E 603-49590-304   LEGAL                               $173.25     $3,742.32     $2,000.00         $0.00     $2,000.00
      E 603-49590-309   COMPUTER SUPPORT                  $1,475.73     $2,787.67     $2,500.00     $1,236.86     $2,500.00
      E 603-49590-311   CONFERENCE & TRAINING            $18,053.54    $18,112.91    $15,000.00    $17,131.28    $20,000.00
      E 603-49590-321   UTILITIES-PHONE/INTERNET/CAB      $2,534.72     $4,019.38     $2,000.00     $3,240.56     $4,000.00
      E 603-49590-322   POSTAGE/MAILING MACHINE          $10,908.31    $10,870.54     $7,000.00     $6,956.59    $10,000.00
      E 603-49590-324   OUTSIDE SERVICES                  $4,816.87    $47,405.81     $6,500.00    $50,755.09    $70,040.00
      E 603-49590-326   GARBAGE FEES                          $0.00   $200,760.00         $0.00         $0.00         $0.00
      E 603-49590-331   TRAVEL EXPENSE                      $73.70       $823.05         $0.00       $315.70         $0.00
      E 603-49590-335   MISC BANK CHARGES                  $957.80       $483.11       $500.00       $184.75       $500.00
                                                                             16
      E 603-49590-339   PAY PAL/SQUARE FEES                 $73.06        $35.16       $500.00        $41.17       $500.00                       92
                                                                                                                                           10/06/26 8:46 AM
                                                                                                                                                     Page 7
                                                                                   2024            2026            2026            2027
         Account           Last Dim Descr                      2024 Amt             Amt          Budget         YTD Amt          Budget
        E 603-49590-360 INSURANCE - PROPERTY/LIABILIT        $82,283.70      $93,637.71      $89,010.00           $0.00      $93,461.00
        E 603-49590-420 DEPRECIATION                              $0.00           $0.00           $0.00           $0.00           $0.00
        E 603-49590-430 MISCELLANEOUS                         $2,218.87       $5,504.59       $3,000.00       $2,912.45       $3,000.00
        E 603-49590-432 BAD DEBT EXPENSE                      $9,482.14       $3,871.51       $4,000.00           $0.00       $4,000.00
        E 603-49590-433 DUES AND SUBSCRIPTIONS                $5,396.55       $3,509.00       $5,000.00       $3,757.58       $5,000.00
        E 603-49590-434 REG.COMPL. LIC REPORT REQUIR            $351.86       $7,204.00      $10,000.00         $294.31       $7,500.00
        E 603-49590-435 CMMPA DUES                           $18,252.00      $18,000.00      $20,000.00      $18,597.00      $20,000.00
        E 603-49590-501 CAPITAL OUTLAY                            $0.00           $0.00           $0.00     $278,235.52           $0.00
        E 603-49590-505 GIS Operation and Maintenance        $14,349.57         $550.00       $5,000.00         $662.20       $2,500.00
        E 603-49590-719 TRANSFER-INTERFUND                        $0.00           $0.00      $36,147.00           $0.00           $0.00
        E 603-49590-726 SHARED FAC & SERV EXP TO CITY        $60,000.00      $65,000.00      $65,000.00      $65,000.00      $65,000.00
  49590 ELECTRIC - GENERAL                                  $717,301.88     $979,020.71     $732,347.00     $802,726.46     $862,601.00

  49595 CONSERVATION IMPROVE PROG-CIP
        E 603-49595-316 CONSERVATION - RESIDENTIAL            $3,498.33       $9,874.45       $3,500.00       $3,460.00       $5,000.00
        E 603-49595-317 CONSERVATION - IND/COMMERCI           $1,510.00           $0.00       $7,500.00           $0.00           $0.00
        E 603-49595-336 CONSERVATION-ADMIN COSTS                  $0.00           $0.00         $500.00           $0.00           $0.00
  49595 CONSERVATION IMPROVE PROG-CIP                         $5,008.33       $9,874.45      $11,500.00       $3,460.00       $5,000.00

  49600 NON-OPERATING
        E 603-49600-603    BOND PRINCIPAL - 2023A BOND            $0.00           $0.00           $0.00           $0.00           $0.00
        E 603-49600-611    BOND INTEREST                          $0.00           $0.00           $0.00           $0.00           $0.00
        E 603-49600-613    INTEREST EXP - METER DEPOSIT       $1,409.35       $1,473.14           $0.00           $0.00           $0.00
        E 603-49600-741    CAPITAL OUTLAY - ENTERPRISE F          $0.00      $22,717.46           $0.00           $0.00           $0.00
        E 603-49600-750    LOSS ON CAPITAL ASSET                  $0.00       $4,569.03           $0.00           $0.00           $0.00
  49600 NON-OPERATING                                         $1,409.35      $28,759.63           $0.00           $0.00           $0.00

  49700 OPERATING TRANSFERS OUT
        E 603-49700-727 TRANSFER TO CITY - LIEU OF TAX       $66,083.71      $66,362.19      $65,000.00      $62,808.51      $65,000.00
  49700 OPERATING TRANSFERS OUT                              $66,083.71      $66,362.19      $65,000.00      $62,808.51      $65,000.00
603 ELECTRIC                                               $2,255,479.44   $2,431,016.14   $2,236,409.00   $1,801,144.78   $2,304,473.00

605 STORM SEWER

  43251 STORM SEWER UTIL & MAINT
        E 605-43251-101 SALARIES - REGULAR                    $17,587.77     $11,466.51      $15,570.00      $13,062.50      $16,920.00
        E 605-43251-102 SALARIES - OVERTIME                      $342.20        $448.93       $1,000.00         $851.55       $1,000.00
        E 605-43251-121 PERA - EMPLOYER SHARE                  $1,214.45        $943.98       $1,390.00       $1,005.86       $1,340.00
        E 605-43251-122 FICA - EMPLOYER SHARE                  $2,263.64        $202.72       $1,420.00         $989.54       $1,370.00
        E 605-43251-129 Pension Expense                      -$17,333.00      $1,505.00           $0.00           $0.00           $0.00
        E 605-43251-130 INSURANCE - MED/DENT/LIFE/DIS          $5,356.72      $6,146.74       $6,100.00       $5,135.26       $6,890.00
        E 605-43251-131 EMPLOYER H.S.A.EXPENSE                   $750.01      $1,246.16       $1,500.00         $513.47       $1,500.00
        E 605-43251-136 MN Paid Leave                              $0.00          $1.40          $80.00          $40.22          $80.00
        E 605-43251-142 UNEMPLOYMENT COMPENSATION                  $6.24          $0.00           $0.00           $0.00           $0.00
         E 605-43251-150   INSURANCE - WORKERS COMP             $459.10         $328.00         $250.00          $65.00         $200.00
         E 605-43251-212   MOTOR FUELS, LUBES, ADDITIVE       $1,217.28
                                                                                    17
                                                                                $781.43       $1,500.00       $1,131.21       $2,000.00                       93
                                                                                                                                          10/06/26 8:46 AM
                                                                                                                                                    Page 8
                                                                                  2024            2026            2026            2027
        Account           Last Dim Descr                      2024 Amt             Amt          Budget         YTD Amt          Budget
        E 605-43251-252 BEER                                     $0.00           $0.00           $0.00           $0.00           $0.00
        E 605-43251-307 CONTRACT SERVICES                        $0.00           $0.00      $12,810.00           $0.00           $0.00
        E 605-43251-360 INSURANCE - PROPERTY/LIABILIT          $307.50         $309.99         $370.00           $0.00         $389.00
        E 605-43251-400 REPAIRS AND MAINT                   $15,234.50       $1,223.03       $5,000.00       $1,911.28       $5,000.00
        E 605-43251-420 DEPRECIATION                        $53,777.87      $57,676.90      $53,778.00      $38,451.36      $57,677.00
        E 605-43251-430 MISCELLANEOUS                            $0.00          -$0.18           $0.00           $0.00           $0.00
        E 605-43251-432 BAD DEBT EXPENSE                       -$11.19           $0.00           $0.00           $0.00           $0.00
        E 605-43251-501 CAPITAL OUTLAY                           $0.17          -$0.01           $0.00           $0.00           $0.00
        E 605-43251-604 BOND PRINCIPAL - 2020A BOND             -$0.31           $0.00      $32,157.28      $21,715.24           $0.00
        E 605-43251-606 CAPITAL LEASE PRINCIPAL                  $0.00           $0.00           $0.00           $0.00           $0.00
        E 605-43251-608 BOND PRINCIPAL - 2016 FIRST ST           $0.00           $0.00       $1,323.00       $1,260.00           $0.00
        E 605-43251-611 BOND INTEREST                         -$255.00           $0.00       $9,207.50           $0.00           $0.00
        E 605-43251-614 BOND INTEREST 2016 FIRST STR           $237.04         $453.86         $463.05         $463.05         $413.00
        E 605-43251-615 BOND INTEREST - 2020A BOND          $13,565.95       $8,764.13      $12,427.45      $10,047.98       $7,727.00
        E 605-43251-617 BOND INTEREST - 2025A BOND               $0.00       $3,836.46           $0.00       $9,207.50       $9,525.00
        E 605-43251-619 CAPITAL LEASE INTEREST                   $0.00           $0.00           $0.00           $0.00           $0.00
  43251 STORM SEWER UTIL & MAINT                            $94,720.94      $95,335.05     $156,346.28     $105,851.02     $112,031.00

  43256 SEWER
        E 605-43256-505   GIS Operation and Maintenance          $0.00           $0.00           $0.00           $0.00       $1,000.00
  43256 SEWER                                                    $0.00           $0.00           $0.00           $0.00       $1,000.00

  47000 DEBT SERVICE
        E 605-47000-602   DISCOUNT AMORTIZATION              -$1,275.00      -$1,504.00          $0.00           $0.00           $0.00
        E 605-47000-620   FISCAL AGENT FEES                       $0.00       $4,523.46          $0.00           $0.00           $0.00
  47000 DEBT SERVICE                                         -$1,275.00       $3,019.46          $0.00           $0.00           $0.00
605 STORM SEWER                                             $93,445.94      $98,354.51     $156,346.28     $105,851.02     $113,031.00

                                                          $3,386,204.34   $3,729,916.35   $3,936,082.48   $3,020,781.87   $3,741,980.00




                                                                                   18
                                                                                                                                                             94
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          October 13, 2026

SUBMITTED BY:                  Holli Gudknecht, Administration

ITEM TYPE:                     New Business

AGENDA SECTION:                NEW BUSINESS

SUBJECT:                       2027 Budget Considerations

SUGGESTED ACTION:

ATTACHMENTS:
Budget Memo - Kenyon City of - 10.6.2026 (002).pdf




                                                                 95
                                                    BUDGET MEMO


TO:               CITY ADMINISTRATOR
FROM:             ABDO FINANCIAL SOLUTIONS, LLC
SUBJECT:          COUNCIL WORK SESSION
DATE:             10/13/2026

Introduction

Upon your request, we have summarized some of the key items for consideration in this year’s budget.

Budget Format

The 2027 Budget included the Council approved priorities for each department. These will continue to be reviewed and
updated as needed in the 2027 budget. The final levy will be adopted in December.

Key items in this year’s budget:

      •   LGA will increase by $2,238 for 2027 for a total of $668,954.

      •   The total 2027 tax levy is proposed to increase $141,574 or 9.26% from 2026.

              o   The general levy increased $159,784 or 23.12%.

                      ▪   Factors relating to this increase are explained in this memo under the General Fund Budget
                          Summary section.

              o   The capital levy decreased by $35,200 or $30.21%.

                      ▪   Factors relating to this decrease are a decrease in capital asset purchases for 2027.

              o   The debt levy decreased by $2,093 or .55%.

                      ▪   Factors relating to this decrease are due to the bond obligations scheduled for 2027.

              o   The fire levy decreased by $1,349 or 1.35%.

              o   The library levy increased by $7,354 or 4.75%.

                      ▪   Factors relating to this increase are an increase in wages and benefits.

              o   The EDA levy increased by $13,078 or 15.90%.

                      ▪   Factors relating to this increase are removing the transfer of the interfund loan into revenue due
                          to loan being paid off in 2026.
  Staffing

      •   All employees are expected to receive a COLA increase of 3% and a step increase if eligible.

      •   We have estimated a 5% increase to Workers Compensation and General Liability Insurance. The League of
          Minnesota Cities is recommending a 2-5% increase in Workers Compensation and 3-5% increase in General
          Liability Insurance.



                                                                                                                               96
    •   We have estimated a 5% increase on health insurance premiums.

Tax Levy Summary

Overall, the property tax levy includes levies for general operations, EDA, capital equipment and improvements, street
replacement, and debt service. The 2026 levy and 2027 proposed property tax levies are listed below:

                                                                                         Increase          Percent
                                                                 Estimated 2027         (Decrease)       Change from
                                               2026 Levy              Levy              from 2026           2026            Fund #

General Levy                               $      691,089        $       850,873    $        159,784            23.12%       101
Capital Levy                                      116,500                 81,300             (35,200)          -30.21%       202
Fire Levy                                          99,962                 98,613              (1,349)            -1.35%      203
Library Levy                                      154,817                162,171               7,354              4.75%      204
EDA Levy                                           82,249                 95,327              13,078            15.90%       205
Debt Levy
  2016 Bond                                        29,400                 26,971               (2,429)             -8.26%    303
  2020A GO Bonds                                   85,035                 82,344               (2,691)             -3.16%    310
  2017B Go USDA Bond                               95,681                 95,572                 (109)             -0.11%    320
  2017B USDA Note                                  20,308                 20,308                     -                 0%    321
  2023A GO Bond                                    76,000                 78,273                2,273               2.99%    323
  2025A GO Bond                                    77,500                 78,363                  863               1.11%    325
  Total Debt Levy                                 383,924                381,831               (2,093)             -0.55%

   Total Levy                              $    1,528,541        $    1,670,115     $        141,574               9.26%

   Tax Capacity                            $    1,822,872        $    1,865,379     $         42,507               2.33%

   City Tax Rate*                                   83.85%                89.53%               5.68%

*The City's Payable 2027 Tax Rate has been estimated based on preliminary tax capacity information provided by
Goodhue County. The final tax capacity and rate will vary from the rate estimated in this memo.


Tax Levy Summary 2023 to 2026 Actual and 2027 Proposed


                  $1,800,000

                  $1,600,000

                  $1,400,000

                  $1,200,000

                  $1,000,000

                    $800,000

                    $600,000

                    $400,000

                    $200,000

                          $-
                                    2023               2024                2025              2026            2027
                               General Levy       Debt Service       Fire Levy     Library      EDA      Capital




                                                                     2
                                                                                                                                     97
Estimate Property Taxes

                                                                                                                              Increase
                                             Taxable Market                2026 Taxes                 2027 Taxes            (Decrease) in
  Property Type        Market Value              Value                      Payable                    Payable             Property Taxes

Residential            $    100,000         $          62,500          $               524        $             560        $             35
Residential                 200,000                   171,500                        1,438                    1,535                      97
Residential                 300,000                   280,500                        2,352                    2,511                     159
Residential                 400,000                   389,500                        3,266                    3,487                     221
Commercial                  500,000                   500,000                        7,756                    8,282                     525

Note: change in market value has not been assumed

General Fund Budget Summary

                                          Actual          Actual                 YTD             Budget           Budget           Amount
                                          2024             2025                9.30.26            2026             2027            Change
Revenues
  Property taxes                      $     738,415 $       773,308        $     395,596    $      691,089    $     850,873    $    159,784
  Licenses and permits                       13,088          15,241                9,115            11,200           15,000           3,800
  Intergovernmental                         748,139         757,332              374,795           748,652          743,900          (4,752)
  Charges for services                       92,189          91,848               66,731            93,700           97,000           3,300
  Fines and forfeitures                      13,837          15,912                6,242            15,000            8,000          (7,000)
  Interest earnings                          13,440          26,298               39,312            15,000           25,000          10,000
  Miscellaneous                              27,443          22,642               44,802            13,580            7,500          (6,080)
  Sale of fixed assets                           (0)            455                  949                  -                -               -
  Other financing sources                   149,793         184,862              164,309           163,000          166,000           3,000
  Prior Period Adjustment                   (35,648)               -                    -                 -                -               -
    Total Revenues                        1,760,695       1,887,899            1,101,851         1,751,221        1,913,273         162,052

Revenue Key Changes:

   •    Property taxes - increase to offset increases in expenditures and decreases in other revenues.

                                          Actual          Actual                 YTD             Budget           Budget           Amount
                                          2024             2025                9.30.26            2026             2027            Change
Expenditures
  City Council                        $      18,197   $      11,321        $          60     $      17,930    $      17,650    $        (280)
  City Admin/General Government             455,409         616,499              422,635           528,645          550,293           21,648
  Elections                                   2,780           3,665                  120             4,000                 -          (4,000)
  Auditing                                   19,558          20,284               14,108            20,000           20,000                 -
  City Attorney                              68,327          30,951               19,571            60,000           60,000                 -
  City Engineer                              13,230           9,540               18,661            15,000           15,000                 -
  Law Enforcement                           671,397         620,535              463,091           544,946          648,116          103,170
  Streets                                   307,245         294,687              225,273           292,880          319,100           26,220
  Recycling                                  46,214          50,205               22,207            46,500           51,000            4,500
  Street lighting                            30,049          26,921               34,805            30,500           28,500           (2,000)
  Swimming Pool                             146,743         121,530              106,729           116,370          118,496            2,126
  Parks                                      76,250          63,631               67,165            67,040           77,172           10,132
  Gunderson House                            17,738          15,924                5,554             7,410            7,946              536
  Community Garden                               41              55                  100                  -                -                -
    Total Expenditures                    1,873,176       1,885,746            1,400,078         1,751,221        1,913,273          162,052




                                                                   3
                                                                                                                                                98
Expenditure Key Changes:

   •   City Administration/General Government -

           o   Increase in wages and benefits due to COLA and step increases.

   •   Law Enforcement -

           o   Increase in wages and benefits due to COLA and step increases.

           o   Increase in health insurance due to vacant position and change in health insurance plans.

   •   Streets -

           o   Increase in wages and benefits due to COLA and step increases.

           o   Increase in motor fuels of $5,000 due to fuel prices.


                                                                 Gunderson House , 0.4%

                                      Parks , 4.0%                              City Council , 0.9%

                     Swimming Pool , 6.2%                                                             City Admin/General
                                                                                                      Government , 28.8%
                  Recycling , 2.7%
            Street lighting, 1.5%


           Streets , 16.7%
                                                                                                           Auditing , 1.0%



                                                                                                            City Attorney , 3.1%




                                                                                                      City Engineer , 0.8%



                                            Law Enforcement , 33.9%




                                                                4
                                                                                                                                   99
Wage Scenarios

The City Council has requested that several wage and benefit scenarios be evaluated. The options are below:

    1) COLA increase of 3% and no steps

            •   This is an overall savings of $43,630 of which $21,530 impacts the general fund which would reduce the
                levy approximately 1.41%.

    2) Wage freeze

            •   This is an overall savings of $87,380 of which $43,080 impacts the general fund which would reduce the
                levy approximately 2.82%.

    3) Eliminate City Council pay

            •   This is an overall savings of $14,608 to the general fund which would reduce the levy approximately .96%.

Budget Detail - By Fund

The following financial reports are attached:

    •   Revenues

    •   Expenses




                                                           5
                                                                                                                            100
                                                                                                                                                    10/06/26 10:51 AM
                                                                       CITY OF KENYON
                                                                                                                                                              Page 1
                                                                    ABDO REVENUE BUDGET

                                                                                  2025                            2026          2026            2027
         Act Code          Last Dim Descr                     2024 Amt          Budget        2025 Amt          Budget       YTD Amt          Budget

101 GENERAL FUND

  00000 GENERAL REVENUE
         101-00000-32000   LICENSES & PERMITS                 $5,660.00       $2,700.00       $5,365.77       $3,500.00     $1,793.89       $5,700.00
         101-00000-32002   RENTAL PROPERTY LICENSE                $0.00           $0.00       $1,790.25           $0.00         $0.00           $0.00
         101-00000-32110   ALCOHOL LICENSE                    $1,200.00       $1,500.00           $0.00       $1,500.00     $3,100.00       $1,500.00
         101-00000-32210   BUILDING PERMIT                    $5,109.29       $3,600.00       $6,339.86       $5,000.00     $3,591.10       $6,500.00
         101-00000-32220   BUILD. PERM. NEW HOME DIS              $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-00000-32240   ANIMAL LICENSE                       $548.35         $400.00       $1,130.40         $500.00       $170.25         $700.00
         101-00000-33600   GRANTS FROM OTHER                      $0.00           $0.00      $18,000.00           $0.00    -$5,000.00           $0.00
         101-00000-33900   DIVIDENDS                          $3,155.28           $0.00          $50.19           $0.00         $0.00           $0.00
         101-00000-34102   ZONING & VARIANCE FEES               $813.90         $350.00       $1,026.00         $800.00         $0.00       $1,000.00
         101-00000-34107   ASSESSMENT SEARCHES                  $475.00         $500.00         $790.00         $500.00       $275.00         $700.00
         101-00000-34109   CHARGES FOR SERVICES               $3,780.69       $3,500.00         $581.44       $3,500.00       $106.40       $3,500.00
         101-00000-34409   REIMBURSEMENTS                    $17,869.00           $0.00       $3,838.61           $0.00       $930.76           $0.00
         101-00000-34790   SALE OF EXCESS EQUIPMENT               $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-00000-35300   PAY PAL/SQUARE FEE                   $206.79           $0.00         $248.16           $0.00       $167.56           $0.00
         101-00000-36101   SPECIAL ASSESSMENTS                  $283.91           $0.00          $99.76           $0.00        $90.91           $0.00
         101-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $500.24         $680.00           $0.00         $680.00         $0.00           $0.00
         101-00000-36200   MISCELLANEOUS REVENUE             -$4,020.00           $0.00       $4,973.90           $0.00     $7,632.95           $0.00
         101-00000-36210   INTEREST EARNINGS                  $8,264.71      $10,000.00      $26,197.94      $15,000.00    $39,311.58      $25,000.00
         101-00000-36220   RENT - LAND                        $2,415.00       $2,400.00       $2,745.00       $2,400.00     $1,890.00       $2,800.00
         101-00000-38050   CABLE TV FRANCHISE FEES            $5,162.35       $7,000.00       $3,888.78       $4,000.00     $2,205.88       $4,000.00
         101-00000-39101   PROCEEDS FROM SALE OF LAN              $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-00000-39105   SALE OF PROPERTY                       $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-00000-39201   TRANSFER FROM GENERAL FU           $8,440.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-00000-39202   TRANSFER FROM ENTERPRISE               $0.00           $0.00           $0.00      $20,000.00    $20,000.00           $0.00
         101-00000-39999   PRIOR PERIOD ADJUSTMENT          -$35,648.00           $0.00           $0.00           $0.00         $0.00           $0.00
  00000 GENERAL REVENUE                                      $24,216.51      $32,630.00      $77,066.06      $57,380.00    $76,266.28      $51,400.00

  41000 GENERAL GOVERNMENT
         101-41000-31020 DELINQUENT TAXES                     $5,888.85      $12,000.00       $6,512.17      $12,000.00    $27,701.26       $6,500.00
         101-41000-31030 MOBILE HOME TAX                      $4,709.65       $7,000.00       $5,357.28       $7,000.00       $681.58       $5,500.00
         101-41000-31110 CURRENT AD VALOREM TAXES           $738,415.30     $797,277.72     $773,308.44     $691,089.00   $395,595.82     $850,873.00
         101-41000-33401 LOCAL GOVERNMENT AID               $664,264.50     $665,114.00     $665,115.00     $666,716.00   $333,358.00     $668,954.00
         101-41000-33422 STATE MARKET VALUE CREDIT              $916.44           $0.00         $969.14           $0.00         $0.00           $0.00
  41000 GENERAL GOVERNMENT                                $1,414,194.74   $1,481,391.72   $1,451,262.03   $1,376,805.00   $757,336.66   $1,531,827.00

  41100 GENERAL GOVERNMENT
         101-41100-31120 TRANSFER-KMU IN LIEU OF T          $66,083.97      $68,000.00      $66,362.19      $68,000.00     $62,808.51     $66,000.00
         101-41100-31130 SHARED FACILITY - KMU              $74,000.00      $75,000.00     $118,500.00      $75,000.00     $81,500.00    $100,000.00
  41100 GENERAL GOVERNMENT                                 $140,083.97     $143,000.00     $184,862.19     $143,000.00    $144,308.51    $166,000.00
                                                                                  6
                                                                                                                                                                101
                                                                                                                              10/06/26 10:51 AM
                                                              CITY OF KENYON
                                                                                                                                         Page 2
                                                           ABDO REVENUE BUDGET

                                                                      2025                      2026         2026         2027
      Act Code           Last Dim Descr              2024 Amt       Budget     2025 Amt       Budget      YTD Amt       Budget

42100 LAW ENFORCEMENT
       101-42100-31110 CURRENT AD VALOREM TAXES          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-32001 LICENSES & PERMITS              $569.90      $700.00      $615.00      $700.00      $460.00      $600.00
       101-42100-33401 LOCAL GOVERNMENT AID              $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-33404 STATE GRANTS & AIDS               $0.49    $1,000.00    $2,983.29    $1,000.00        $0.00    $1,000.00
       101-42100-33417 POLICE GRANT - TZD            $3,078.69    $1,000.00    $1,152.22    $1,000.00      $367.64        $0.00
       101-42100-33421 STATE POLICE AID             $37,835.00   $33,000.00   $38,110.91   $40,000.00   $34,150.56   $38,000.00
       101-42100-33900 DIVIDENDS                       $698.95        $0.00       $28.63        $0.00        $0.00        $0.00
       101-42100-34108 CHARGES FOR TRAINING              $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-34412 REIMBURSEMENTS-POLICE             $0.00        $0.00    $1,457.43        $0.00    $4,044.60        $0.00
       101-42100-34790 SALE OF EXCESS EQUIPMENT          $0.00        $0.00      $454.75        $0.00      $949.15        $0.00
       101-42100-35100 FINES/PENALTIES              $13,836.93   $12,000.00   $15,911.50   $15,000.00    $6,242.49    $8,000.00
       101-42100-35210 TOW/IMPOUND FEE REIMBURS          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-35300 PAY PAL/SQUARE FEE                $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-36200 MISCELLANEOUS REVENUE         $4,497.37        $0.00      $550.34        $0.00      $195.00        $0.00
       101-42100-39200 TRANSFERS INTERFUND               $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-39201 TRANSFER FROM GENERAL FU      $1,269.00        $0.00        $0.00        $0.00        $0.00        $0.00
42100 LAW ENFORCEMENT                               $61,786.33   $47,700.00   $61,264.07   $57,700.00   $46,409.44   $47,600.00

43000 PUBLIC WORKS
       101-43000-33100   FEDERAL GRANTS AND AIDS     $6,326.00       $0.00     $5,815.01        $0.00       $0.00         $0.00
       101-43000-33404   STATE GRANTS & AIDS             $0.00       $0.00         $0.00        $0.00       $0.00         $0.00
       101-43000-36200   MISCELLANEOUS REVENUE         $173.40       $0.00         $0.00        $0.00       $0.00         $0.00
43000 PUBLIC WORKS                                   $6,499.40       $0.00     $5,815.01        $0.00       $0.00         $0.00

43100 STREETS
       101-43100-31110   CURRENT AD VALOREM TAXES        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-43100-33401   LOCAL GOVERNMENT AID       $31,007.89   $41,256.00   $19,829.00   $32,936.00   $11,237.00   $30,446.00
       101-43100-34790   SALE OF EXCESS EQUIPMENT       -$0.16        $0.00        $0.00        $0.00        $0.00        $0.00
       101-43100-36200   MISCELLANEOUS REVENUE         $560.82        $0.00    $3,510.59        $0.00    $2,539.82        $0.00
43100 STREETS                                       $31,568.55   $41,256.00   $23,339.59   $32,936.00   $13,776.82   $30,446.00

43250 RECYCLING
       101-43250-37320   RECYCLING CUSTOMER CHARG   $51,417.90   $47,500.00   $50,611.53   $47,500.00   $32,739.09   $50,000.00
43250 RECYCLING                                     $51,417.90   $47,500.00   $50,611.53   $47,500.00   $32,739.09   $50,000.00

45124 SWIMMING POOL
       101-45124-31110   CURRENT AD VALOREM TAXES        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-33900   DIVIDENDS                     $257.87        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-34409   REIMBURSEMENTS                 $45.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-34720   SWIMMING POOL FEES         $24,125.41   $30,000.00   $27,535.37   $30,000.00   $26,068.79   $30,000.00
      101-45124-34721    SWIMMING POOL CONCESSIO     $3,532.07    $5,000.00    $4,316.73    $5,000.00    $3,213.41    $5,000.00
      101-45124-35300    PAY PAL/SQUARE FEE            $124.55        $0.00        $5.25        $0.00        $0.00        $0.00
                                                                      7
                                                                                                                                          102
                                                                                                                                                   10/06/26 10:51 AM
                                                                    CITY OF KENYON
                                                                                                                                                              Page 3
                                                                 ABDO REVENUE BUDGET

                                                                               2025                            2026            2026            2027
         Act Code          Last Dim Descr                  2024 Amt          Budget        2025 Amt          Budget         YTD Amt          Budget
         101-45124-37940   CASH OVER/SHORT                  $167.37           $0.00           $0.00           $0.00           $0.00           $0.00
  45124 SWIMMING POOL                                    $28,252.27      $35,000.00      $31,857.35      $35,000.00      $29,282.20      $35,000.00

  45200 PARKS
         101-45200-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         101-45200-33100   FEDERAL GRANTS AND AIDS            $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         101-45200-33600   GRANTS FROM OTHER                  $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         101-45200-33630   COUNTY AID                         $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         101-45200-33900   DIVIDENDS                        $541.01           $0.00          $21.68           $0.00           $0.00           $0.00
         101-45200-34780   PARK RENTAL FEES               $1,176.56         $900.00       $1,699.52         $900.00       $1,667.12       $1,000.00
         101-45200-36200   MISCELLANEOUS REVENUE            $300.00           $0.00           $0.00           $0.00           $0.00           $0.00
  45200 PARKS                                             $2,017.57         $900.00       $1,721.20         $900.00       $1,667.12       $1,000.00

  45300 GUNDERSON HOUSE
         101-45300-33900 DIVIDENDS                          $522.58           $0.00           $0.00           $0.00           $0.00           $0.00
  45300 GUNDERSON HOUSE                                     $522.58           $0.00           $0.00           $0.00           $0.00           $0.00

  45400 COMMUNITY GARDEN
         101-45400-34760 GARDEN PLOT RENTAL FEES            $135.00           $0.00         $100.00           $0.00          $65.00           $0.00
  45400 COMMUNITY GARDEN                                    $135.00           $0.00         $100.00           $0.00          $65.00           $0.00
101 GENERAL FUND                                       $1,760,694.82   $1,829,377.72   $1,887,899.03   $1,751,221.00   $1,101,851.12   $1,913,273.00

202 CAPITAL OUTLAY

  00000 GENERAL REVENUE
         202-00000-35108   REIMBURSE FOR 2023 PROJEC          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         202-00000-36210   INTEREST EARNINGS             $24,298.00           $0.00      $29,470.83           $0.00           $0.00           $0.00
         202-00000-39201   TRANSFER FROM GENERAL FU      $49,288.00           $0.00           $0.00           $0.00           $0.00           $0.00
         202-00000-39203   TRANSFER FROM SP.REVENUE           $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  00000 GENERAL REVENUE                                  $73,586.00           $0.00      $29,470.83           $0.00           $0.00           $0.00

  42000 PUBLIC SAFETY
         202-42000-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00      $15,200.00       $7,600.00           $0.00
         202-42000-39208   TRANSFER FROM GENERAL FU       $9,000.00           $0.00     $108,000.00           $0.00           $0.00           $0.00
  42000 PUBLIC SAFETY                                     $9,000.00           $0.00     $108,000.00      $15,200.00       $7,600.00           $0.00

  43100 STREETS
         202-43100-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00      $66,400.00      $33,200.00      $56,400.00
         202-43100-39209   TRANSFER FROM GENERAL FU      $45,000.00           $0.00      $45,000.00           $0.00           $0.00           $0.00
  43100 STREETS                                          $45,000.00           $0.00      $45,000.00      $66,400.00      $33,200.00      $56,400.00

  45000 CULTURE & RECREATION
         202-45000-31110 CURRENT AD VALOREM TAXES             $0.00           $0.00           $0.00      $30,200.00      $15,100.00      $20,200.00
         202-45000-33400   STATE GRANTS & AIDS                $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         202-45000-39201   TRANSFER FROM GENERAL FU      $15,000.00           $0.00      $45,000.00           $0.00           $0.00           $0.00
                                                                               8
                                                                                                                                                               103
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                                                                         CITY OF KENYON
                                                                                                                                                      Page 4
                                                                      ABDO REVENUE BUDGET

                                                                                 2025                        2026         2026         2027
           Act Code          Last Dim Descr                     2024 Amt       Budget      2025 Amt        Budget      YTD Amt       Budget
   45000 CULTURE & RECREATION                                  $15,000.00        $0.00    $45,000.00    $30,200.00   $15,100.00   $20,200.00

   45300 GUNDERSON HOUSE
          202-45300-31110 CURRENT AD VALOREM TAXES                  $0.00        $0.00         $0.00     $4,700.00    $2,350.00    $4,700.00
   45300 GUNDERSON HOUSE                                            $0.00        $0.00         $0.00     $4,700.00    $2,350.00    $4,700.00

   48100 GEN GOVMNT CAPITAL OUTLAY
          202-48100-33400 STATE GRANTS & AIDS                       $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48100-39340 CAPITAL LEASE PROCEEDS                    $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
   48100 GEN GOVMNT CAPITAL OUTLAY                                  $0.00        $0.00         $0.00         $0.00       $0.00         $0.00

   48200 PUBLIC SAFETY CAPITAL OUTLAY
          202-48200-33400 STATE GRANTS & AIDS                       $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48200-34409 REIMBURSEMENTS                            $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48200-34790 SALE OF EXCESS EQUIPMENT                  $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48200-39201 TRANSFER FROM GENERAL FU                  $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48200-39208 TRANSFER FROM GENERAL FU                  $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
   48200 PUBLIC SAFETY CAPITAL OUTLAY                               $0.00        $0.00         $0.00         $0.00       $0.00         $0.00

   48300 STREETS & HWY CAPITAL OUTLAY
          202-48300-34790 SALE OF EXCESS EQUIPMENT                  $0.00        $0.00         $0.00         $0.00       $0.00         $0.00
          202-48300-36200 MISCELLANEOUS REVENUE                     $0.00        $0.00        -$0.28         $0.00       $0.00         $0.00
   48300 STREETS & HWY CAPITAL OUTLAY                               $0.00        $0.00        -$0.28         $0.00       $0.00         $0.00
202 CAPITAL OUTLAY                                            $142,586.00        $0.00   $227,470.55   $116,500.00   $58,250.00   $81,300.00

203 FIRE

   00000 GENERAL REVENUE
          203-00000-31110    CURRENT AD VALOREM TAXES         $100,709.00   $97,613.00    $97,613.00    $99,962.00   $49,981.00   $98,613.00
          203-00000-33400    STATE GRANTS & AIDS                    $0.00   $10,000.00    $11,000.00    $10,000.00        $0.00   $10,000.00
          203-00000-33401    LOCAL GOVERNMENT AID                   $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-33420    STATE FIRE AID                    $39,078.36   $33,000.00    $86,591.27    $33,000.00        $0.00   $48,000.00
          203-00000-33900    DIVIDENDS                            $749.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-34200    FIRE - TOWNSHIP CONTRACT         $108,378.69   $93,785.00    $93,785.02    $93,785.00   $66,447.79   $93,785.00
          203-00000-34409    REIMBURSEMENTS                         $0.00        $0.00     $5,537.23         $0.00        $0.00        $0.00
          203-00000-34411    REIMBURSEMENT-FIRE SUPPR          $10,000.00        $0.00     $7,000.10         $0.00    $1,150.00        $0.00
          203-00000-34790    SALE OF EXCESS EQUIPMENT               $0.00        $0.00     $2,730.00         $0.00        $0.00        $0.00
          203-00000-35108    REIMBURSE FOR 2023 PROJEC              $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-36105    SPECIAL ASSESS. -DEL UTILITI           $0.00      $210.00         $0.00         $0.00        $0.00        $0.00
          203-00000-36200    MISCELLANEOUS REVENUE                $250.00        $0.00        $21.57         $0.00      $880.89        $0.00
          203-00000-36210    INTEREST EARNINGS                 $11,158.00       $75.00     $5,889.23        $75.00        $0.00   $10,000.00
          203-00000-36230    DONATIONS                          $1,600.00        $0.00    $17,050.00         $0.00        $0.00        $0.00
           203-00000-36235   Donation - Donor Restrict (FT)    $68,966.77        $0.00    $10,000.00         $0.00    $1,000.00        $0.00
           203-00000-39201   TRANSFER FROM GENERAL FU          $78,925.00        $0.00         $0.00         $0.00        $0.00        $0.00
                                                                                 9
                                                                                                                                                       104
                                                                                                                                           10/06/26 10:51 AM
                                                                      CITY OF KENYON
                                                                                                                                                      Page 5
                                                                   ABDO REVENUE BUDGET

                                                                               2025                        2026          2026          2027
           Act Code         Last Dim Descr                   2024 Amt        Budget      2025 Amt        Budget       YTD Amt        Budget
          203-00000-39207 TRANSFER FROM CAPITAL FUN              $0.00         $0.00         $0.00         $0.00    $90,000.00         $0.00
   00000 GENERAL REVENUE                                   $419,814.82   $234,683.00   $337,217.42   $236,822.00   $209,459.68   $260,398.00

   42200 FIRE
          203-42200-36105   SPECIAL ASSESS. -DEL UTILITI      $266.00          $0.00         $0.00         $0.00         $0.00         $0.00
          203-42200-39201   TRANSFER FROM GENERAL FU            $0.00          $0.00         $0.00         $0.00         $0.00         $0.00
   42200 FIRE                                                 $266.00          $0.00         $0.00         $0.00         $0.00         $0.00
203 FIRE                                                   $420,080.82   $234,683.00   $337,217.42   $236,822.00   $209,459.68   $260,398.00

204 LIBRARY

   00000 GENERAL REVENUE
          204-00000-31110   CURRENT AD VALOREM TAXES       $135,675.00   $140,137.00   $140,137.00   $154,817.00    $77,408.50   $162,171.00
          204-00000-33620   LIBRARY COUNTY AID              $45,028.22    $49,685.00    $49,685.07    $54,323.00    $27,653.86    $59,051.00
          204-00000-33621   LIBRARY GRANTS OTHER                 $0.00         $0.00     $2,000.00         $0.00       $500.00         $0.00
          204-00000-33900   DIVIDENDS                          $391.91       $200.00         $0.00       $200.00       $108.84         $0.00
          204-00000-34109   CHARGES FOR SERVICES               $698.72       $700.00     $1,068.27       $700.00       $845.02       $900.00
          204-00000-35103   LIBRARY FINES                      $297.44       $200.00       $384.79       $200.00       $306.10       $100.00
          204-00000-36200   MISCELLANEOUS REVENUE            $1,968.25       $500.00     $1,339.16       $750.00     $1,230.66       $750.00
          204-00000-36210 INTEREST EARNINGS                  $2,884.00        $90.00     $3,331.60        $90.00         $0.00       $300.00
          204-00000-39202 TRANSFER FROM ENTERPRISE               $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   00000 GENERAL REVENUE                                   $186,943.54   $191,512.00   $197,945.89   $211,080.00   $108,052.98   $223,272.00
204 LIBRARY                                                $186,943.54   $191,512.00   $197,945.89   $211,080.00   $108,052.98   $223,272.00

205 ECONOMIC DEVELOPMENT AUTHORITY

   00000 GENERAL REVENUE
          205-00000-31110   CURRENT AD VALOREM TAXES        $26,331.00    $89,447.30    $89,447.30    $82,249.00    $41,124.50    $95,327.00
          205-00000-33600   GRANTS FROM OTHER                    $0.00         $0.00         $0.00         $0.00    $13,000.00         $0.00
          205-00000-33900   DIVIDENDS                           $51.55         $0.00         $0.00         $0.00         $0.00         $0.00
          205-00000-35105   LEASE - IND. PARK LAND               $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
          205-00000-35106   LEASE-NAPA STORE                 $5,400.00     $3,000.00       $450.00     $3,000.00         $0.00         $0.00
          205-00000-36200   MISCELLANEOUS REVENUE                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
          205-00000-36210   INTEREST EARNINGS                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
          205-00000-39106   GAIN ON SALE OF PROPERTY             $0.00         $0.00         $0.00         $0.00   $140,151.97         $0.00
          205-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00         $0.00    $11,147.00         $0.00         $0.00
          205-00000-39207   TRANSFER FROM CAPITAL FUN            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   00000 GENERAL REVENUE                                    $31,782.55    $92,447.30    $89,897.30    $96,396.00   $194,276.47    $95,327.00

   46200 SEMMCHRA DEED GRANT
          205-46200-33100 FEDERAL GRANTS AND AIDS                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
          205-46200-33404 STATE GRANTS & AIDS                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   46200 SEMMCHRA DEED GRANT                                     $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
205 ECONOMIC DEVELOPMENT AUTHORITY                          $31,782.55         10
                                                                          $92,447.30    $89,897.30    $96,396.00   $194,276.47    $95,327.00           105
                                                                                                                            10/06/26 10:51 AM
                                                                       CITY OF KENYON
                                                                                                                                       Page 6
                                                                    ABDO REVENUE BUDGET

                                                                             2025                  2026        2026      2027
         Act Code           Last Dim Descr                    2024 Amt     Budget    2025 Amt    Budget     YTD Amt    Budget

210 POLICE FORFEITURES

  00000 GENERAL REVENUE
         210-00000-35200 FORFEITURES                              $0.00     $0.00        $0.00    $0.00       $0.00     $0.00
  00000 GENERAL REVENUE                                           $0.00     $0.00        $0.00    $0.00       $0.00     $0.00
210 POLICE FORFEITURES                                            $0.00     $0.00        $0.00    $0.00        $0.00    $0.00

230 SPECIAL PURPOSE DONATIONS

  00000 GENERAL REVENUE
         230-00000-36210 INTEREST EARNINGS                    $3,002.00     $0.00    $3,547.80    $0.00       $0.00     $0.00
  00000 GENERAL REVENUE                                       $3,002.00     $0.00    $3,547.80    $0.00       $0.00     $0.00

  41000 GENERAL GOVERNMENT
         230-41000-36230 DONATIONS                                $0.00     $0.00        $0.00    $0.00       $0.00     $0.00
  41000 GENERAL GOVERNMENT                                        $0.00     $0.00        $0.00    $0.00       $0.00     $0.00

  42000 PUBLIC SAFETY
         230-42000-36340    DONATIONS-PUBLIC SAFETY           $2,805.60     $0.00    $3,265.00    $0.00      $50.00     $0.00
  42000 PUBLIC SAFETY                                         $2,805.60     $0.00    $3,265.00    $0.00      $50.00     $0.00

  42200 FIRE
         230-42200-36230    DONATIONS                          $100.00      $0.00        $0.00    $0.00       $0.00     $0.00
         230-42200-36235    Donation - Donor Restrict (FT)       $0.00      $0.00        $0.00    $0.00       $0.00     $0.00
  42200 FIRE                                                   $100.00      $0.00        $0.00    $0.00       $0.00     $0.00

  45000 CULTURE & RECREATION
         230-45000-36330 DONATIONS-CULTURE & RECR            $31,153.75     $0.00   $30,914.47    $0.00   $25,123.16    $0.00
  45000 CULTURE & RECREATION                                 $31,153.75     $0.00   $30,914.47    $0.00   $25,123.16    $0.00

  45500 LIBRARY
         230-45500-36230    DONATIONS                         $5,497.00     $0.00    $1,760.00    $0.00       $0.00     $0.00
  45500 LIBRARY                                               $5,497.00     $0.00    $1,760.00    $0.00       $0.00     $0.00
230 SPECIAL PURPOSE DONATIONS                                $42,558.35     $0.00   $39,487.27    $0.00   $25,173.16    $0.00

240 COVID CARES ACT FUNDS

  00000 GENERAL REVENUE
         240-00000-33100 FEDERAL GRANTS AND AIDS             $31,470.00     $0.00        $0.00    $0.00       $0.00     $0.00
         240-00000-36210 INTEREST EARNINGS                        $0.00     $0.00        $0.00    $0.00       $0.00     $0.00
  00000 GENERAL REVENUE                                      $31,470.00     $0.00        $0.00    $0.00       $0.00     $0.00
240 COVID CARES ACT FUNDS                                    $31,470.00     $0.00        $0.00    $0.00        $0.00    $0.00

301 2012 G.O. IMP. BONDS-STREETS

  00000 GENERAL REVENUE
         301-00000-36210 INTEREST EARNINGS                        $0.00
                                                                           11
                                                                           $0.00         $0.00    $0.00       $0.00     $0.00           106
                                                                                                                                     10/06/26 10:51 AM
                                                                  CITY OF KENYON
                                                                                                                                                Page 7
                                                               ABDO REVENUE BUDGET

                                                                           2025                        2026         2026         2027
         Act Code          Last Dim Descr                2024 Amt        Budget      2025 Amt        Budget      YTD Amt       Budget
   00000 GENERAL REVENUE                                     $0.00         $0.00         $0.00         $0.00        $0.00        $0.00

  47000 DEBT SERVICE
         301-47000-31110   CURRENT AD VALOREM TAXES          $0.00         $0.00         $0.00         $0.00       $0.00         $0.00
  47000 DEBT SERVICE                                         $0.00         $0.00         $0.00         $0.00       $0.00         $0.00
301 2012 G.O. IMP. BONDS-STREETS                             $0.00         $0.00         $0.00         $0.00        $0.00        $0.00

303 2016 FIRST STREET IMPROVEMENTS

  00000 GENERAL REVENUE
         303-00000-36210 INTEREST EARNINGS               $1,129.00         $0.00     $1,843.00         $0.00       $0.00         $0.00
  00000 GENERAL REVENUE                                  $1,129.00         $0.00     $1,843.00         $0.00       $0.00         $0.00

  47000 DEBT SERVICE
         303-47000-31110   CURRENT AD VALOREM TAXES     $26,800.00    $26,800.00    $26,800.00    $29,400.00   $14,700.00   $26,971.00
         303-47000-36101   SPECIAL ASSESSMENTS           $7,809.91     $8,182.00     $8,306.05         $0.00    $4,282.63        $0.00
  47000 DEBT SERVICE                                    $34,609.91    $34,982.00    $35,106.05    $29,400.00   $18,982.63   $26,971.00
303 2016 FIRST STREET IMPROVEMENTS                      $35,738.91    $34,982.00    $36,949.05    $29,400.00   $18,982.63   $26,971.00

307 2007 G.O. REFUNDING BONDS

  00000 GENERAL REVENUE
         307-00000-36210 INTEREST EARNINGS                 $18.00          $0.00        -$0.39         $0.00       $0.00         $0.00
  00000 GENERAL REVENUE                                    $18.00          $0.00        -$0.39         $0.00       $0.00         $0.00
307 2007 G.O. REFUNDING BONDS                               $18.00         $0.00        -$0.39         $0.00        $0.00        $0.00

310 2020A GO BOND (RW, BUS PK, 2ND

  00000 GENERAL REVENUE
         310-00000-36210 INTEREST EARNINGS               $4,893.00         $0.00     $8,953.20         $0.00       $0.00         $0.00
  00000 GENERAL REVENUE                                  $4,893.00         $0.00     $8,953.20         $0.00       $0.00         $0.00

  47000 DEBT SERVICE
         310-47000-31110   CURRENT AD VALOREM TAXES    $138,259.00   $138,259.00   $138,259.00    $85,035.00   $42,517.50   $82,344.00
         310-47000-36101   SPECIAL ASSESSMENTS          $51,261.94    $38,747.00    $57,047.81    $38,787.00   $19,356.89        $0.00
         310-47000-39207   TRANSFER FROM CAPITAL FUN         $0.00         $0.00         $0.00         $0.00        $0.00        $0.00
  47000 DEBT SERVICE                                   $189,520.94   $177,006.00   $195,306.81   $123,822.00   $61,874.39   $82,344.00
310 2020A GO BOND (RW, BUS PK, 2ND                     $194,413.94   $177,006.00   $204,260.01   $123,822.00   $61,874.39   $82,344.00

320 2016B GO USDA BOND FIRE HALL

  00000 GENERAL REVENUE
         320-00000-36210 INTEREST EARNINGS                $593.00          $0.00      $726.78          $0.00       $0.00         $0.00
  00000 GENERAL REVENUE                                   $593.00          $0.00      $726.78          $0.00       $0.00         $0.00

  47100 2016 FIRE HALL BOND CIP NOTES
         320-47100-31110 CURRENT AD VALOREM TAXES       $91,125.00
                                                                          12
                                                                      $91,125.00    $91,125.00    $95,681.00   $47,840.50   $95,572.00           107
                                                                                                                                 10/06/26 10:51 AM
                                                                 CITY OF KENYON
                                                                                                                                            Page 8
                                                              ABDO REVENUE BUDGET

                                                                         2025                      2026         2026         2027
           Act Code          Last Dim Descr             2024 Amt       Budget     2025 Amt       Budget      YTD Amt       Budget
   47100 2016 FIRE HALL BOND CIP NOTES                 $91,125.00   $91,125.00   $91,125.00   $95,681.00   $47,840.50   $95,572.00
320 2016B GO USDA BOND FIRE HALL                       $91,718.00   $91,125.00   $91,851.78   $95,681.00   $47,840.50   $95,572.00

321 2016B USDA NOTE FIRE HALL

   00000 GENERAL REVENUE
          321-00000-36210 INTEREST EARNINGS              $720.00         $0.00     $881.44         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                 $720.00         $0.00     $881.44         $0.00        $0.00        $0.00

   47200 2016 FIRE HALL BOND USDA NOTES
          321-47200-31110 CURRENT AD VALOREM TAXES     $19,341.00   $19,341.00   $19,341.00   $20,308.00   $10,154.00   $20,308.00
          321-47200-39206 TRANSFER FROM DEBT SERV.          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
          321-47200-39207 TRANSFER FROM CAPITAL FUN         $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
   47200 2016 FIRE HALL BOND USDA NOTES                $19,341.00   $19,341.00   $19,341.00   $20,308.00   $10,154.00   $20,308.00
321 2016B USDA NOTE FIRE HALL                          $20,061.00   $19,341.00   $20,222.44   $20,308.00   $10,154.00   $20,308.00

323 2023A G.O. Bond

   00000 GENERAL REVENUE
          323-00000-31110 CURRENT AD VALOREM TAXES          $0.00        $0.00        $0.00   $76,000.00   $38,000.00   $78,273.00
          323-00000-36210 INTEREST EARNINGS                -$0.10        $0.00   $21,379.13        $0.00       $34.03        $0.00
   00000 GENERAL REVENUE                                   -$0.10        $0.00   $21,379.13   $76,000.00   $38,034.03   $78,273.00

   47000 DEBT SERVICE
          323-47000-36210    INTEREST EARNINGS          $6,976.90       $0.00         $0.00        $0.00        $0.00        $0.00
          323-47000-39310    GO BOND PROCEEDS               $0.00       $0.00         $0.00        $0.00        $0.00        $0.00
          323-47000-39312    PREMIUM ON BONDS ISSUED        $0.00       $0.00         $0.00        $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                   $6,976.90       $0.00         $0.00        $0.00        $0.00        $0.00

   47300 2023 Pearl Creek/Street Improv
          323-47300-36210 INTEREST EARNINGS                 $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
   47300 2023 Pearl Creek/Street Improv                     $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
323 2023A G.O. Bond                                     $6,976.80        $0.00   $21,379.13   $76,000.00   $38,034.03   $78,273.00

325 2025 Street Projects

   00000 GENERAL REVENUE
          325-00000-31110 CURRENT AD VALOREM TAXES          $0.00        $0.00        $0.00   $77,500.00   $38,750.00   $78,363.00
          325-00000-36210 INTEREST EARNINGS                 $0.00        $0.00   $44,211.93        $0.00   $54,042.44        $0.00
   00000 GENERAL REVENUE                                    $0.00        $0.00   $44,211.93   $77,500.00   $92,792.44   $78,363.00

   47000 DEBT SERVICE
          325-47000-36100    SPECIAL ASSESSMENTS            $0.00        $0.00   $28,768.25        $0.00   $33,311.80        $0.00
          325-47000-39310    GO BOND PROCEEDS               $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
           325-47000-39312   PREMIUM ON BONDS ISSUED        $0.00        $0.00   $26,500.20        $0.00        $0.00        $0.00
           325-47000-39320   Premiums on Bonds Sold         $0.00       13
                                                                        $0.00         $0.00        $0.00        $0.00        $0.00           108
                                                                                                                                    10/06/26 10:52 AM
                                                                   CITY OF KENYON
                                                                                                                                               Page 9
                                                                ABDO REVENUE BUDGET

                                                                           2025                      2026          2026         2027
           Act Code          Last Dim Descr               2024 Amt       Budget     2025 Amt       Budget       YTD Amt       Budget
   47000 DEBT SERVICE                                         $0.00        $0.00   $55,268.45        $0.00    $33,311.80        $0.00
325 2025 Street Projects                                      $0.00        $0.00   $99,480.38   $77,500.00   $126,104.24   $78,363.00

331 2020 FREIGHTLINER 114SD

   47000 DEBT SERVICE
          331-47000-39207    TRANSFER FROM CAPITAL FUN   $36,522.78   $36,523.00       $0.00         $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                    $36,522.78   $36,523.00       $0.00         $0.00        $0.00        $0.00
331 2020 FREIGHTLINER 114SD                              $36,522.78   $36,523.00        $0.00        $0.00         $0.00        $0.00

336 2019 FORD F150 LEASE

   00000 GENERAL REVENUE
          336-00000-36210 INTEREST EARNINGS               $3,889.00       $0.00        $0.00         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                  $3,889.00       $0.00        $0.00         $0.00        $0.00        $0.00

   47000 DEBT SERVICE
          336-47000-39207    TRANSFER FROM CAPITAL FUN        $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                         $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
336 2019 FORD F150 LEASE                                  $3,889.00        $0.00        $0.00        $0.00         $0.00        $0.00

340 RED WING AVE CAPITAL PROJECT

   00000 GENERAL REVENUE
          340-00000-36210 INTEREST EARNINGS                   $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                      $0.00        $0.00       $0.00         $0.00        $0.00        $0.00

   43100 STREETS
          340-43100-36101    SPECIAL ASSESSMENTS              $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-36210    INTEREST EARNINGS           $11,697.34   $10,000.00       $0.00    $10,000.00        $0.00        $0.00
          340-43100-39202    TRANSFER FROM ENTERPRISE         $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-39310    GO BOND PROCEEDS                 $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-39312    PREMIUM ON BONDS ISSUED          $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   43100 STREETS                                         $11,697.34   $10,000.00       $0.00    $10,000.00        $0.00        $0.00

   47100 2016 FIRE HALL BOND CIP NOTES
          340-47100-39202 TRANSFER FROM ENTERPRISE            $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   47100 2016 FIRE HALL BOND CIP NOTES                        $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
340 RED WING AVE CAPITAL PROJECT                         $11,697.34   $10,000.00        $0.00   $10,000.00         $0.00        $0.00

402 2004 SUNSET HOME TAX INCREMENT

   00000 GENERAL REVENUE
          402-00000-31050 TAX INCREMENTS                      $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
           402-00000-31110   CURRENT AD VALOREM TAXES         $0.00       $0.00        $0.00         $0.00        $0.00        $0.00
           402-00000-36210   INTEREST EARNINGS                $0.00       14
                                                                          $0.00        $0.00         $0.00        $0.00        $0.00
                                                                                                                                                109
                                                                                                                           10/06/26 10:52 AM
                                                                    CITY OF KENYON
                                                                                                                                     Page 10
                                                                 ABDO REVENUE BUDGET

                                                                          2025                     2026       2026      2027
           Act Code            Last Dim Descr              2024 Amt     Budget       2025 Amt    Budget    YTD Amt    Budget
   00000 GENERAL REVENUE                                       $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
402 2004 SUNSET HOME TAX INCREMENT                             $0.00     $0.00          $0.00     $0.00       $0.00    $0.00

405 2023 Street Overlay Proj

   43100 STREETS
          405-43100-35108      REIMBURSE FOR 2023 PROJEC      $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

   47000 DEBT SERVICE
          405-47000-39310      GO BOND PROCEEDS               $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          405-47000-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   47000 DEBT SERVICE                                         $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
405 2023 Street Overlay Proj                                   $0.00     $0.00          $0.00     $0.00       $0.00    $0.00

420 INDUSTRIAL PARK

   00000 GENERAL REVENUE
          420-00000-33100 FEDERAL GRANTS AND AIDS              $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-36210 INTEREST EARNINGS                $4,928.85     $0.00      $6,031.46     $0.00   $3,758.57    $0.00
          420-00000-39202 TRANSFER FROM ENTERPRISE             $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-39310 GO BOND PROCEEDS                     $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-39312 PREMIUM ON BONDS ISSUED              $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
   00000 GENERAL REVENUE                                   $4,928.85     $0.00      $6,031.46     $0.00   $3,758.57    $0.00
420 INDUSTRIAL PARK                                        $4,928.85     $0.00       $6,031.46    $0.00   $3,758.57    $0.00

425 2025 Street Project

   43100 STREETS
          425-43100-39310      GO BOND PROCEEDS               $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          425-43100-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

   47000 DEBT SERVICE
          425-47000-39310      GO BOND PROCEEDS               $0.00      $0.00   $1,325,000.00    $0.00      $0.00     $0.00
          425-47000-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00           $0.00    $0.00      $0.00     $0.00
   47000 DEBT SERVICE                                         $0.00      $0.00   $1,325,000.00    $0.00      $0.00     $0.00
425 2025 Street Project                                        $0.00     $0.00   $1,325,000.00    $0.00       $0.00    $0.00

430 2016 FIRST ST CAPITAL PROJECT

   43100 STREETS
          430-43100-36210      INTEREST EARNINGS              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          430-43100-39200      TRANSFERS INTERFUND            $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
                                                                        15
                                                                                                                                       110
                                                                                                                                                  10/06/26 10:52 AM
                                                                   CITY OF KENYON
                                                                                                                                                            Page 11
                                                                ABDO REVENUE BUDGET

                                                                              2025                            2026            2026            2027
         Act Code          Last Dim Descr                 2024 Amt          Budget        2025 Amt          Budget         YTD Amt          Budget
430 2016 FIRST ST CAPITAL PROJECT                            $0.00           $0.00           $0.00           $0.00           $0.00           $0.00

609 LIQUOR

  00000 GENERAL REVENUE
         609-00000-33400   STATE GRANTS & AIDS               $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         609-00000-33407   PERA AID                          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         609-00000-33439   PENSION REVENUE                 $182.00           $0.00           $0.00           $0.00           $0.00           $0.00
         609-00000-33900   DIVIDENDS                       $452.35           $0.00           $0.00           $0.00           $0.00           $0.00
         609-00000-34409   REIMBURSEMENTS                    $0.00           $0.00           $0.00           $0.00       $4,186.75           $0.00
         609-00000-36200   MISCELLANEOUS REVENUE         $1,414.89           $0.00       $3,470.46           $0.00       $2,524.27           $0.00
         609-00000-36210   INTEREST EARNINGS             $6,330.00           $0.00       $3,454.85           $0.00           $0.00           $0.00
         609-00000-36221   PULL TAB RENT-SNOWDRIFTE      $3,134.92           $0.00      $12,752.16           $0.00       $2,716.04           $0.00
         609-00000-36222   PULL TAB RENT-KFDRA          $41,619.00      $45,000.00      $23,970.16      $45,000.00      $23,238.81      $45,000.00
         609-00000-36250   ATM REVENUE                   $3,571.80       $5,000.00       $3,441.73       $5,000.00       $1,443.03       $5,000.00
         609-00000-36255   LOTTERY SCRATCH OFF COMM          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
         609-00000-37811   LIQUOR-OFF-SALE             $172,687.53     $190,000.00     $174,590.56     $195,000.00     $162,669.94     $192,000.00
         609-00000-37812   BEER - OFF-SALE             $291,091.32     $330,000.00     $284,257.48     $335,000.00     $240,920.69     $310,000.00
         609-00000-37813   WINE - OFF-SALE              $27,417.05      $36,000.00      $28,489.86      $40,000.00      $21,654.94      $40,000.00
         609-00000-37815   OTHER MERCHANDISE-OFF SA      $8,977.83        $8,000.00      $7,947.76        $8,000.00      $6,132.54       $9,000.00
         609-00000-37816   TOBACCO SALES                $13,223.78       $15,000.00     $10,912.30       $17,000.00      $7,433.09      $13,000.00
         609-00000-37817   THC SALES                         $0.00            $0.00      $8,393.63        $7,000.00      $5,265.33      $15,000.00
         609-00000-37820   MACHINE COMMISSIONS           $7,736.98        $9,000.00      $6,649.25        $9,000.00      $6,131.06       $7,500.00
         609-00000-37900   ROSE FEST                    $11,530.00        $8,000.00          $0.00        $8,000.00      $6,720.00      $20,000.00
         609-00000-37911   LIQUOR/WINE ON-SALE         $136,347.69      $175,000.00    $119,354.25      $175,000.00    $103,666.04     $132,000.00
         609-00000-37912   BEER ON-SALE                $160,107.15      $155,000.00    $161,466.64      $165,000.00    $120,327.24     $167,000.00
         609-00000-37916   FOOD-ON SALE                 $21,857.79       $30,000.00     $21,874.49       $30,000.00     $15,994.31      $25,000.00
  00000 GENERAL REVENUE                                $907,682.08    $1,006,000.00    $871,025.58    $1,039,000.00    $731,024.08     $980,500.00
609 LIQUOR                                             $907,682.08    $1,006,000.00    $871,025.58    $1,039,000.00    $731,024.08     $980,500.00

                                                      $3,929,762.78   $3,722,997.02   $5,456,116.90   $3,883,730.00   $2,734,835.85   $3,935,901.00




                                                                             16
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                                                                 CITY OF KENYON
                                                                                                                                                      Page 1
                                                              ABDO EXPENSE BUDGET

                                                                                          2025          2026          2026          2027
        Account           Last Dim Descr                  2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget

101 GENERAL FUND

  41000 GENERAL GOVERNMENT
        E 101-41000-725 TRANSFER TO GENERAL FUND              $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  41000 GENERAL GOVERNMENT                                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00

  41110 CITY COUNCIL
        E 101-41110-101   SALARIES - REGULAR             $16,754.66     $8,252.50    $12,000.00        $0.00     $13,520.00    $13,520.00
        E 101-41110-122   FICA - EMPLOYER SHARE           $1,014.92       $631.32     $1,000.00        $0.00      $1,030.00     $1,030.00
        E 101-41110-136   MN Paid Leave                       $0.00         $0.00         $0.00        $0.00         $60.00        $60.00
        E 101-41110-142   UNEMPLOYMENT COMPENSATION          $29.70         $0.00         $0.00        $0.00          $0.00         $0.00
        E 101-41110-150   INSURANCE - WORKERS COMP           $34.67        $68.88        $50.00       $20.00         $40.00        $40.00
        E 101-41110-311   CONFERENCE & TRAINING             $100.00     $2,212.39       $350.00        $0.00      $3,000.00     $3,000.00
        E 101-41110-331   TRAVEL EXPENSE                      $0.00         $0.00       $200.00        $0.00        $250.00         $0.00
        E 101-41110-430   MISCELLANEOUS                     $263.42       $126.28         $0.00       $10.00          $0.00         $0.00
        E 101-41110-433   DUES AND SUBSCRIPTIONS              $0.00        $30.00         $0.00       $30.00         $30.00         $0.00
  41110 CITY COUNCIL                                     $18,197.37    $11,321.37    $13,600.00       $60.00     $17,930.00    $17,650.00

  41310 CITY ADMINISTRATION
        E 101-41310-100 SALARIES - PART TIME              $7,481.23    $13,996.41    $11,000.00    $19,514.09    $36,320.00    $25,360.00
        E 101-41310-101 SALARIES - REGULAR              $140,556.20   $205,582.22   $203,000.00   $115,514.20   $169,000.00   $172,840.00
        E 101-41310-102 SALARIES - OVERTIME              $18,405.27     $4,226.35    $15,000.00     $1,996.94         $0.00         $0.00
        E 101-41310-112 SALARIES - ADMIN                      $0.00         $0.00         $0.00    $12,161.37         $0.00         $0.00
        E 101-41310-121 PERA - EMPLOYER SHARE            $13,919.81    $11,312.18    $18,000.00    $11,551.06    $15,400.00    $14,860.00
        E 101-41310-122 FICA - EMPLOYER SHARE            $25,547.02     $7,551.90    $18,360.00    $10,384.10    $15,710.00    $15,160.00
        E 101-41310-130 INSURANCE - MED/DENT/LIFE/DIS    $61,663.45    $88,069.06    $90,000.00    $81,011.59    $73,310.00    $78,130.00
        E 101-41310-131 EMPLOYER H.S.A.EXPENSE            $5,775.02     $9,000.00     $5,000.00     $4,578.96    $10,000.00    $10,000.00
        E 101-41310-136 MN Paid Leave                         $0.00        $13.45         $0.00       $425.04       $900.00       $870.00
        E 101-41310-142 UNEMPLOYMENT COMPENSATION            $63.55        $94.21         $0.00         $0.00         $0.00         $0.00
        E 101-41310-150 INSURANCE - WORKERS COMP            $668.29       $934.36     $2,500.00       $166.00       $790.00       $640.00
        E 101-41310-311 CONFERENCE & TRAINING                 $0.00     $1,548.00     $1,500.00     $1,026.68     $2,000.00     $2,000.00
        E 101-41310-324 OUTSIDE SERVICES                 $63,153.00    $99,688.80         $0.00    $77,102.76         $0.00    $82,400.00
        E 101-41310-331 TRAVEL EXPENSE                      $544.04         $0.00     $1,500.00     $1,071.84     $1,500.00     $1,500.00
        E 101-41310-342 TRAINING FEES                      -$100.00         $0.00         $0.00        $99.17     $1,500.00     $1,500.00
        E 101-41310-360 INSURANCE - PROPERTY/LIABILIT       $577.69     $1,063.00     $1,100.00         $0.00       $480.00       $504.00
        E 101-41310-430 MISCELLANEOUS                       $263.03     $8,521.82         $0.00        $88.52         $0.00         $0.00
        E 101-41310-433 DUES AND SUBSCRIPTIONS              $688.00       $957.20     $1,100.00       $838.39     $1,100.00     $1,100.00
  41310 CITY ADMINISTRATION                             $339,205.60   $452,558.96   $368,060.00   $337,530.71   $328,010.00   $406,864.00

  41410 ELECTIONS
        E 101-41410-103   ELECTION JUDGE PAY              $1,984.00         $0.00         $0.00        $0.00      $2,500.00         $0.00
        E 101-41410-331   TRAVEL EXPENSE                     $85.76         $0.00         $0.00      $106.92      $1,000.00         $0.00
        E 101-41410-430   MISCELLANEOUS                     $709.80     $3,665.25         $0.00       $12.99        $500.00         $0.00
  41410 ELECTIONS                                         $2,779.56        17
                                                                        $3,665.25         $0.00      $119.91      $4,000.00         $0.00
                                                                                                                                                           112
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                                                                                                                                                 Page 2
                                                                                       2025         2026         2026         2027
      Account           Last Dim Descr                   2024 Amt     2025 Amt       Budget      YTD Amt       Budget       Budget

41530 AUDITING
      E 101-41530-301   AUDITING                        $19,557.50   $20,283.50   $18,000.00   $14,107.50   $20,000.00   $20,000.00
41530 AUDITING                                          $19,557.50   $20,283.50   $18,000.00   $14,107.50   $20,000.00   $20,000.00

41610 CITY ATTORNEY
      E 101-41610-304   LEGAL                           $68,326.50   $30,951.19   $50,000.00   $19,571.20   $60,000.00   $60,000.00
41610 CITY ATTORNEY                                     $68,326.50   $30,951.19   $50,000.00   $19,571.20   $60,000.00   $60,000.00

41700 CITY ENGINEER
      E 101-41700-303   ENGINEERING                     $13,229.50    $9,539.50   $15,000.00   $18,660.50   $15,000.00   $15,000.00
41700 CITY ENGINEER                                     $13,229.50    $9,539.50   $15,000.00   $18,660.50   $15,000.00   $15,000.00

41940 GENERAL GOVERNMENT
      E 101-41940-116 SALARIES -WEBSITE ADMIN            $3,346.11    $5,452.76        $0.00    $5,994.26    $7,260.00    $7,910.00
      E 101-41940-121 PERA - EMPLOYER SHARE                $209.41      $185.18        $0.00      $949.55      $540.00      $590.00
      E 101-41940-122 FICA - EMPLOYER SHARE                $616.25      $364.46        $0.00      $431.82      $560.00      $600.00
      E 101-41940-130 INSURANCE - MED/DENT/LIFE/DIS          $0.00      $298.06        $0.00      $231.52        $0.00        $0.00
      E 101-41940-131 EMPLOYER H.S.A.EXPENSE                 $0.00        $0.00        $0.00      $420.91        $0.00        $0.00
      E 101-41940-136 MN Paid Leave                          $0.00        $0.66        $0.00       $18.02       $30.00       $30.00
      E 101-41940-150 INSURANCE - WORKERS COMP              $24.49       $13.96        $0.00        $0.00       $20.00       $20.00
      E 101-41940-152 INSURANCE - W.COMP-PREV YR A           $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-200 OFFICE SUPPLIES                    $3,104.96      $808.06    $2,500.00      $381.53    $2,500.00    $2,500.00
      E 101-41940-210   OPERATING SUPPLIES & EXPENSE     $8,109.78    $7,502.56    $5,000.00    $6,860.60   $10,000.00   $10,000.00
      E 101-41940-265   PROPERTY TAX                         $0.00    $1,560.00    $1,500.00    $1,676.00    $1,800.00    $1,800.00
      E 101-41940-302   SAFETY CLASS/DRUG & ALCOHOL      $4,693.44    $6,454.08    $7,000.00   $10,456.11    $7,000.00    $7,000.00
      E 101-41940-307   CONTRACT SERVICES                    $0.00        $0.00        $0.00       $65.00   $57,645.00        $0.00
      E 101-41940-308   OUTSIDE JANITORIAL SERVICES     $17,111.96   $20,805.74   $19,000.00   $11,098.00   $19,000.00   $20,000.00
      E 101-41940-309   COMPUTER SUPPORT                $12,085.37    $9,948.06    $6,000.00    $6,648.50   $12,000.00   $12,000.00
      E 101-41940-321   UTILITIES-PHONE/INTERNET/CAB    $10,258.29    $7,625.57   $10,000.00    $7,151.36   $10,000.00    $9,000.00
      E 101-41940-324   OUTSIDE SERVICES                 $9,657.83   $11,366.61   $11,000.00    $7,735.49   $25,000.00   $25,000.00
      E 101-41940-335   MISC BANK CHARGES                   $60.00    $1,299.00      $200.00      $316.14    $1,500.00    $1,300.00
      E 101-41940-339   PAY PAL/SQUARE FEES                $204.58      $253.32        $0.00      $176.71      $200.00      $300.00
      E 101-41940-340   ADVERTISING                      $2,665.42    $2,044.65    $3,000.00    $1,011.25    $3,000.00    $3,000.00
      E 101-41940-360   INSURANCE - PROPERTY/LIABILIT    $5,421.64   $11,269.59   $16,100.00        $0.00    $9,980.00   $10,479.00
      E 101-41940-381   UTILITIES-ELECTRIC & WATER       $3,219.14    $2,581.40    $3,500.00    $2,409.82    $3,500.00    $3,000.00
      E 101-41940-383   UTILITIES-NATURAL GAS            $1,371.47    $1,991.18    $3,500.00    $1,070.67    $3,500.00    $1,200.00
      E 101-41940-384   UTILITIES-REFUSE/RECYCLING         $509.93      $501.89      $600.00      $392.11      $600.00      $600.00
      E 101-41940-385   UTILITIES-SEWER CHARGES          $1,880.93    $2,014.87    $1,300.00    $1,880.58    $2,000.00    $2,100.00
      E 101-41940-400   REPAIRS AND MAINT                $7,353.86   $11,736.07    $5,000.00    $3,737.24   $10,000.00   $10,000.00
      E 101-41940-430   MISCELLANEOUS                    $3,027.11   $45,589.33    $3,000.00    $1,530.62    $3,000.00    $3,000.00
      E 101-41940-433   DUES AND SUBSCRIPTIONS          $10,976.51   $10,272.50    $7,000.00   $10,460.30    $8,000.00   $10,000.00
      E 101-41940-490   DONATIONS                        $2,000.00    $2,000.00    $2,000.00    $2,000.00    $2,000.00    $2,000.00
      E 101-41940-501   CAPITAL OUTLAY                   $2,006.83        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-609   LOAN PRINCIPAL-INTERFUND KM          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-610   LOAN INTEREST - INTERFUND KM         $0.00       18
                                                                          $0.00        $0.00        $0.00        $0.00        $0.00
                                                                                                                                                     113
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                                                                                                                                                       Page 3
                                                                                          2025          2026          2026          2027
     Account            Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
      E 101-41940-725 TRANSFER TO GENERAL FUND                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-41940-740 TRANSFER TO CAPITAL FUND            $6,288.00         $0.00         $0.00         $0.00         $0.00         $0.00
41940 GENERAL GOVERNMENT                                $116,203.31   $163,939.56   $107,200.00    $85,104.11   $200,635.00   $143,429.00

42100 LAW ENFORCEMENT
      E 101-42100-100 SALARIES - PART TIME               $35,700.32    $41,553.50    $21,000.00    $38,712.83    $25,000.00    $25,750.00
      E 101-42100-101 SALARIES - REGULAR                $250,442.32   $243,356.91   $286,000.00   $183,449.16   $273,860.00   $283,430.00
      E 101-42100-102 SALARIES - OVERTIME                $59,249.06    $56,699.30    $36,000.00    $42,853.64    $40,000.00    $40,000.00
      E 101-42100-112 SALARIES - ADMIN                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-117 LAWENF.SAL./SP PROG/GRANT RE        $1,119.80         $0.00     $3,000.00         $0.00         $0.00         $0.00
      E 101-42100-121 PERA - EMPLOYER SHARE              $58,160.56    $56,862.82    $50,580.00    $47,975.13    $59,980.00    $61,800.00
      E 101-42100-122 FICA - EMPLOYER SHARE              $23,011.72     $8,536.69    $22,000.00     $3,663.90     $4,910.00     $5,060.00
      E 101-42100-130 INSURANCE - MED/DENT/LIFE/DIS      $20,760.15    $20,397.40    $30,000.00    $52,170.55    $17,560.00   $108,070.00
      E 101-42100-131 EMPLOYER H.S.A.EXPENSE              $3,787.52     $2,531.25     $1,218.00     $5,937.24     $5,000.00     $5,000.00
      E 101-42100-136 MN Paid Leave                           $0.00        $30.33         $0.00       $736.70     $1,490.00     $1,540.00
      E 101-42100-142 UNEMPLOYMENT COMPENSATION             $144.29        $53.28       $200.00         $0.00         $0.00         $0.00
      E 101-42100-150 INSURANCE - WORKERS COMP           $12,199.75    $20,611.23    $12,000.00     $7,143.00    $15,750.00    $12,990.00
      E 101-42100-151 INSURANCE - WORK COMP DEDUC             $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-210 OPERATING SUPPLIES & EXPENSE       $27,767.59     $3,740.85     $5,000.00     $3,488.18     $4,000.00     $3,000.00
      E 101-42100-211 CLEANING SUPPLIES                     $316.98        $63.18       $200.00       $219.99       $200.00       $200.00
      E 101-42100-212 MOTOR FUELS, LUBES, ADDITIVE       $12,992.78    $11,653.16    $13,000.00     $7,430.95    $13,000.00    $11,000.00
      E 101-42100-213   FIREARM AND AMMO PURCHASES        $2,090.89     $1,597.02     $1,500.00       $446.39       $600.00     $1,000.00
      E 101-42100-222   TIRES                               $716.00     $1,362.56     $1,500.00         $0.00         $0.00     $1,500.00
      E 101-42100-304   LEGAL                            $20,350.00    $27,586.22    $15,180.00    $31,018.16    $18,000.00    $20,000.00
      E 101-42100-307   CONTRACT SERVICES                $10,125.85    $30,010.53     $9,460.00     $4,104.15    $10,000.00    $10,000.00
      E 101-42100-309   COMPUTER SUPPORT                      $0.00     $4,752.04         $0.00     $4,244.39     $1,500.00     $4,000.00
      E 101-42100-311   CONFERENCE & TRAINING             $8,904.53     $4,727.61     $3,000.00     $4,887.80     $3,000.00     $4,000.00
      E 101-42100-321   UTILITIES-PHONE/INTERNET/CAB      $7,768.16     $9,082.88     $7,200.00     $7,137.77     $8,000.00     $7,500.00
      E 101-42100-331   TRAVEL EXPENSE                      $144.58       $470.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-339   PAY PAL/SQUARE FEES                  $19.84         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-340   ADVERTISING                         $614.11       $302.45     $1,000.00       $533.58     $1,000.00       $500.00
      E 101-42100-360   INSURANCE - PROPERTY/LIABILIT    $10,964.41    $23,324.71    $20,213.00         $0.00    $20,310.00    $21,326.00
      E 101-42100-381   UTILITIES-ELECTRIC & WATER        $2,438.56     $2,420.77     $2,500.00     $2,097.65     $2,500.00     $2,500.00
      E 101-42100-383   UTILITIES-NATURAL GAS             $2,982.81     $1,283.80     $1,500.00     $2,548.92     $1,500.00     $1,500.00
      E 101-42100-384   UTILITIES-REFUSE/RECYCLING          $398.30       $391.32       $476.00       $290.79       $476.00       $450.00
      E 101-42100-385   UTILITIES-SEWER CHARGES               $0.00         $0.00       $210.00         $0.00       $210.00         $0.00
      E 101-42100-400   REPAIRS AND MAINT                 $6,407.94     $8,653.64     $2,000.00     $4,322.42     $6,000.00     $5,000.00
      E 101-42100-418   UNIFORMS                          $5,687.48     $6,014.17     $2,800.00     $4,417.79     $4,000.00     $6,000.00
      E 101-42100-429   PERMITS AND LICENSES                 $91.94       $183.88       $500.00         $0.00       $500.00       $500.00
      E 101-42100-430   MISCELLANEOUS                     $1,951.06     $8,042.93     $3,000.00     $2,963.96     $3,000.00     $3,000.00
      E 101-42100-433   DUES AND SUBSCRIPTIONS            $3,878.43     $1,532.17     $3,600.00       $295.58     $3,600.00     $1,500.00
      E 101-42100-501   CAPITAL OUTLAY                   $71,208.37     $7,706.00     $9,000.00         $0.00         $0.00         $0.00
      E 101-42100-606   CAPITAL LEASE PRINCIPAL               $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-619   CAPITAL LEASE INTEREST                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
                                                                           19
                                                                                                                                                           114
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                                                                                           2025          2026          2026          2027
      Account           Last Dim Descr                     2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
      E 101-42100-740 TRANSFER TO CAPITAL FUND             $9,000.40    $15,000.00    $15,000.00         $0.00         $0.00         $0.00
42100 LAW ENFORCEMENT                                    $671,396.50   $620,534.60   $579,837.00   $463,090.62   $544,946.00   $648,116.00

43100 STREETS
      E 101-43100-100   SALARIES - PART TIME                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-101   SALARIES - REGULAR               $115,148.11    $76,140.03   $115,000.00   $106,995.69   $121,860.00   $132,430.00
      E 101-43100-102   SALARIES - OVERTIME                $2,126.15     $3,513.84     $4,500.00     $6,738.66     $2,300.00     $4,500.00
      E 101-43100-105   SALARIES - SPECIAL EVENTS              $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-121   PERA - EMPLOYER SHARE              $8,747.29     $5,161.85     $9,000.00     $8,867.46     $9,310.00    $10,270.00
      E 101-43100-122   FICA - EMPLOYER SHARE             $16,385.74     $2,531.33     $9,200.00     $8,631.08     $9,500.00    $10,470.00
      E 101-43100-130   INSURANCE - MED/DENT/LIFE/DIS     $34,463.16    $36,674.35    $48,000.00    $31,208.91    $40,000.00    $45,140.00
      E 101-43100-131   EMPLOYER H.S.A.EXPENSE             $1,500.01     $3,738.48     $3,000.00     $3,328.50     $4,000.00     $4,000.00
      E 101-43100-136   MN Paid Leave                          $0.00        $11.07         $0.00       $826.25       $550.00       $600.00
      E 101-43100-142   UNEMPLOYMENT COMPENSATION             $41.90         $0.00       $100.00         $0.00         $0.00         $0.00
      E 101-43100-150   INSURANCE - WORKERS COMP           $5,897.09     $4,023.32     $7,500.00     $1,738.00     $3,370.00     $2,980.00
      E 101-43100-151   INSURANCE - WORK COMP DEDUC            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-200   OFFICE SUPPLIES                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-210   OPERATING SUPPLIES & EXPENSE       $6,656.50     $5,575.30    $10,000.00     $4,348.87    $10,000.00    $10,000.00
      E 101-43100-212   MOTOR FUELS, LUBES, ADDITIVE       $6,856.49     $8,532.78    $12,000.00     $6,056.26    $10,000.00    $15,000.00
      E 101-43100-224   STREET MAINTENANCE                $34,982.13    $43,241.67    $80,000.00    $32,503.50    $40,000.00    $40,000.00
      E 101-43100-225   BOULEVARD of ROSES                   $602.08     $1,871.48     $2,000.00       $932.37     $2,000.00     $2,500.00
      E 101-43100-303   ENGINEERING                            $0.00     $1,835.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-311   CONFERENCE & TRAINING                 $93.49         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-321   UTILITIES-PHONE/INTERNET/CAB       $1,372.54     $1,676.00     $1,500.00     $1,099.64     $1,500.00     $1,700.00
      E 101-43100-340   ADVERTISING                            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-360   INSURANCE - PROPERTY/LIABILIT      $3,845.16    $10,496.83    $10,000.00         $0.00    $10,390.00    $10,910.00
      E 101-43100-381   UTILITIES-ELECTRIC & WATER         $1,890.66     $1,667.09     $2,200.00     $1,406.32     $2,200.00     $2,200.00
      E 101-43100-383   UTILITIES-NATURAL GAS              $2,584.07     $3,520.65     $4,500.00     $3,302.45     $4,500.00     $4,500.00
      E 101-43100-384   UTILITIES-REFUSE/RECYCLING           $539.18       $501.91       $600.00       $392.16       $600.00       $600.00
      E 101-43100-385   UTILITIES-SEWER CHARGES            $1,602.32     $1,557.81     $1,650.00     $1,346.22     $2,100.00     $2,100.00
      E 101-43100-400   REPAIRS AND MAINT                 $13,204.58     $5,026.42    $15,000.00     $3,257.41    $15,000.00    $15,000.00
      E 101-43100-414   OSHA/SAFETY CLOTH. & EQUIP           $319.04       $686.34       $700.00       $543.97       $700.00       $700.00
      E 101-43100-418   UNIFORMS                             $373.90       $777.01       $500.00       $783.03       $500.00     $1,000.00
      E 101-43100-430   MISCELLANEOUS                          $0.00       $105.20         $0.00        $82.16         $0.00         $0.00
      E 101-43100-501   CAPITAL OUTLAY                         $0.00    $30,320.90    $55,000.00         $0.00         $0.00         $0.00
      E 101-43100-505   GIS Operation and Maintenance      $3,013.75       $500.00     $2,000.00       $884.10     $2,500.00     $2,500.00
      E 101-43100-606   CAPITAL LEASE PRINCIPAL                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-619   CAPITAL LEASE INTEREST                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-740   TRANSFER TO CAPITAL FUND          $45,000.00    $45,000.00    $45,000.00         $0.00         $0.00         $0.00
43100 STREETS                                            $307,245.34   $294,686.66   $438,950.00   $225,273.01   $292,880.00   $319,100.00

43160 STREET LIGHTING
      E 101-43160-387   UTILITIES-STR. LIGHTS - ALLEYS    $26,563.56    $23,700.19    $27,000.00    $19,626.58    $27,000.00    $25,000.00
      E 101-43160-388   UTILITIES-STR. LIGHTS-MAIN/GU      $3,485.11     $3,220.75     $3,500.00     $2,580.83     $3,500.00     $3,500.00
43160 STREET LIGHTING                                     $30,048.67        20
                                                                        $26,920.94    $30,500.00    $22,207.41    $30,500.00    $28,500.00                  115
                                                                                                                                            10/06/26 10:58 AM
                                                                                                                                                       Page 5
                                                                                          2025          2026          2026          2027
      Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget

43250 RECYCLING
      E 101-43250-386   RECYCLING                        $46,214.06    $50,205.00         $0.00    $34,805.00    $46,500.00    $51,000.00
      E 101-43250-432   BAD DEBT EXPENSE                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
43250 RECYCLING                                          $46,214.06    $50,205.00         $0.00    $34,805.00    $46,500.00    $51,000.00

45124 SWIMMING POOL
      E 101-45124-100   SALARIES - PART TIME             $51,075.78    $10,985.01    $50,000.00    $10,157.19    $58,700.00    $58,700.00
      E 101-45124-101   SALARIES - REGULAR                $3,466.53    $32,893.96     $6,100.00    $32,642.57     $5,960.00     $6,470.00
      E 101-45124-102   SALARIES - OVERTIME                   $0.00       $712.40     $6,700.00       $347.13         $0.00         $0.00
      E 101-45124-121   PERA - EMPLOYER SHARE               $897.12      -$188.89     $1,000.00     $1,150.54       $720.00       $760.00
      E 101-45124-122   FICA - EMPLOYER SHARE             $4,187.68     $3,311.56    $12,000.00     $3,285.30     $4,950.00     $4,990.00
      E 101-45124-130   INSURANCE - MED/DENT/LIFE/DIS     $1,656.68     $1,717.02     $2,700.00     $1,629.52     $2,030.00     $2,290.00
      E 101-45124-131   EMPLOYER H.S.A.EXPENSE                $0.00         $0.00         $0.00       $171.78         $0.00         $0.00
      E 101-45124-136   MN Paid Leave                         $0.00         $0.54         $0.00       $172.89       $280.00       $290.00
      E 101-45124-142   UNEMPLOYMENT COMPENSATION             $0.00       $418.49         $0.00         $0.00         $0.00         $0.00
      E 101-45124-150   INSURANCE - WORKERS COMP          $1,440.69     $2,067.46         $0.00       $465.00     $1,370.00     $1,110.00
      E 101-45124-210   OPERATING SUPPLIES & EXPENSE      $2,780.18     $3,238.35     $3,000.00       $642.98     $3,000.00     $3,300.00
      E 101-45124-216   CHEMICALS                         $6,660.29     $4,807.93     $6,000.00     $4,678.28     $6,500.00     $7,000.00
      E 101-45124-250   MERCHANDISE FOR RESALE            $2,614.51     $4,324.36     $3,500.00     $1,744.61     $3,500.00     $4,000.00
      E 101-45124-311   CONFERENCE & TRAINING               $720.00    -$1,100.00     $1,500.00         $0.00     $1,500.00     $1,000.00
      E 101-45124-321   UTILITIES-PHONE/INTERNET/CAB      $1,356.85     $1,499.64     $2,000.00       $899.55     $2,000.00     $1,500.00
      E 101-45124-331   TRAVEL EXPENSE                        $0.00        $30.80         $0.00         $0.00         $0.00         $0.00
      E 101-45124-339   PAY PAL/SQUARE FEES                 $178.19        $29.16         $0.00       $102.85         $0.00         $0.00
      E 101-45124-340   ADVERTISING                           $0.00         $0.00       $100.00         $0.00       $100.00         $0.00
      E 101-45124-360   INSURANCE - PROPERTY/LIABILIT     $1,392.32     $2,812.51     $3,500.00         $0.00     $2,510.00     $2,636.00
      E 101-45124-381   UTILITIES-ELECTRIC & WATER        $6,609.35     $5,707.37     $5,500.00     $5,581.61     $5,500.00     $5,500.00
      E 101-45124-383   UTILITIES-NATURAL GAS             $5,376.24     $3,174.86     $5,500.00     $3,908.66     $5,500.00     $5,500.00
      E 101-45124-384   UTILITIES-REFUSE/RECYCLING           $80.00         $0.00       $100.00         $0.00       $100.00       $100.00
      E 101-45124-385   UTILITIES-SEWER CHARGES           $5,767.65     $5,453.74     $4,500.00     $3,621.71     $4,500.00     $5,500.00
      E 101-45124-400   REPAIRS AND MAINT                $13,678.05     $1,948.25     $5,000.00    $16,721.40     $5,000.00     $5,000.00
      E 101-45124-418   UNIFORMS                            $935.00       $740.40       $850.00       $374.50       $850.00       $850.00
      E 101-45124-429   PERMITS AND LICENSES                $870.00     $1,945.00     $1,800.00         $0.00     $1,800.00     $2,000.00
      E 101-45124-430   MISCELLANEOUS                         $0.00         $0.00         $0.00         $5.25         $0.00         $0.00
      E 101-45124-501   CAPITAL OUTLAY                        $0.00         $0.00     $7,000.00    $18,425.92         $0.00         $0.00
      E 101-45124-740   TRANSFER TO CAPITAL FUND         $35,000.00    $35,000.00    $35,000.00         $0.00         $0.00         $0.00
45124 SWIMMING POOL                                     $146,743.11   $121,529.92   $163,350.00   $106,729.24   $116,370.00   $118,496.00

45200 PARKS
      E 101-45200-100   SALARIES - PART TIME                  $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-45200-101   SALARIES - REGULAR               $30,770.58    $21,752.94    $47,300.00    $26,310.46    $32,090.00    $34,890.00
      E 101-45200-102   SALARIES - OVERTIME                 $436.96       $796.17     $6,300.00     $1,714.77     $4,000.00     $4,000.00
      E 101-45200-121   PERA - EMPLOYER SHARE             $2,449.14     $1,312.63     $3,600.00     $4,465.31     $2,710.00     $2,920.00
      E 101-45200-122   FICA - EMPLOYER SHARE             $4,252.39       $250.22     $3,600.00     $2,063.93     $2,760.00     $2,970.00
      E 101-45200-130   INSURANCE - MED/DENT/LIFE/DIS    $10,313.92    $11,097.99    $19,000.00     $9,706.66    $11,310.00    $12,760.00
      E 101-45200-131   EMPLOYER H.S.A.EXPENSE                $0.00
                                                                           21
                                                                            $0.00         $0.00       $926.88         $0.00         $0.00                  116
                                                                                                                                                           10/06/26 10:58 AM
                                                                                                                                                                      Page 6
                                                                                                   2025            2026            2026            2027
        Account            Last Dim Descr                      2024 Amt        2025 Amt          Budget         YTD Amt          Budget          Budget
        E 101-45200-136    MN Paid Leave                          $0.00           $3.00           $0.00          $83.86         $160.00         $170.00
        E 101-45200-142    UNEMPLOYMENT COMPENSATION             $22.56           $0.00           $0.00           $0.00           $0.00           $0.00
        E 101-45200-150    INSURANCE - WORKERS COMP             $461.81       $2,032.01         $900.00         $496.00       $1,170.00       $1,010.00
        E 101-45200-210    OPERATING SUPPLIES & EXPENSE       $2,878.31       $1,999.17       $2,000.00       $1,887.85       $2,000.00       $2,000.00
        E 101-45200-212    MOTOR FUELS, LUBES, ADDITIVE       $1,759.11       $1,585.98       $1,500.00       $1,710.33       $2,000.00       $2,000.00
        E 101-45200-360    INSURANCE - PROPERTY/LIABILIT      $4,480.40       $5,916.08      $10,000.00           $0.00       $3,240.00       $3,402.00
        E 101-45200-381    UTILITIES-ELECTRIC & WATER           $407.46       $1,143.70       $1,300.00         $826.28       $1,300.00       $1,300.00
        E 101-45200-383    UTILITIES-NATURAL GAS                $466.62         $506.94       $1,050.00         $385.86       $1,000.00         $800.00
        E 101-45200-385    UTILITIES-SEWER CHARGES              $218.02         $430.91         $300.00         $353.34         $300.00         $450.00
        E 101-45200-400    REPAIRS AND MAINT                  $2,332.66       $6,552.81       $3,000.00       $4,358.51       $3,000.00       $3,500.00
        E 101-45200-501    CAPITAL OUTLAY                         $0.00       $3,250.00           $0.00      $11,874.92           $0.00       $5,000.00
        E 101-45200-606    CAPITAL LEASE PRINCIPAL                $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 101-45200-619    CAPITAL LEASE INTEREST                 $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 101-45200-740    TRANSFER TO CAPITAL FUND          $15,000.00       $5,000.00       $5,000.00           $0.00           $0.00           $0.00
  45200 PARKS                                                $76,249.94      $63,630.55     $104,850.00      $67,164.96      $67,040.00      $77,172.00

  45300 GUNDERSON HOUSE
        E 101-45300-314 MANAGEMENT FEES                       $5,000.00       $2,500.00       $2,500.00       $2,500.00       $2,500.00       $2,500.00
        E 101-45300-360 INSURANCE - PROPERTY/LIABILIT         $2,496.20       $5,286.12       $7,100.00           $0.00       $4,710.00       $4,946.00
        E 101-45300-400 REPAIRS AND MAINT                     $2,241.91         $137.81         $200.00       $2,897.63         $200.00         $500.00
        E 101-45300-430 MISCELLANEOUS                             $0.00           $0.00           $0.00         $155.98           $0.00           $0.00
        E 101-45300-740 TRANSFER TO CAPITAL FUND              $8,000.00       $8,000.00       $8,000.00           $0.00           $0.00           $0.00
  45300 GUNDERSON HOUSE                                      $17,738.11      $15,923.93      $17,800.00       $5,553.61       $7,410.00       $7,946.00

  45400 COMMUNITY GARDEN
        E 101-45400-210 OPERATING SUPPLIES & EXPENSE             $41.17          $54.99           $0.00          $99.80           $0.00           $0.00
  45400 COMMUNITY GARDEN                                         $41.17          $54.99           $0.00          $99.80           $0.00           $0.00
101 GENERAL FUND                                           $1,873,176.24   $1,885,745.92   $1,907,147.00   $1,400,077.58   $1,751,221.00   $1,913,273.00

202 CAPITAL OUTLAY

  42200 FIRE
        E 202-42200-740    TRANSFER TO CAPITAL FUND          $78,925.00           $0.00           $0.00      $90,000.00      $80,000.00           $0.00
  42200 FIRE                                                 $78,925.00           $0.00           $0.00      $90,000.00      $80,000.00           $0.00

  48100 GEN GOVMNT CAPITAL OUTLAY
        E 202-48100-501 CAPITAL OUTLAY                        $5,583.54      $13,745.63           $0.00           $0.00           $0.00           $0.00
        E 202-48100-609 LOAN PRINCIPAL-INTERFUND KM               $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 202-48100-610 LOAN INTEREST - INTERFUND KM          $1,478.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 202-48100-719 TRANSFER-INTERFUND                        $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 202-48100-730 TRANSFER TO DEBT SERVICE FUN              $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  48100 GEN GOVMNT CAPITAL OUTLAY                             $7,061.54      $13,745.63           $0.00           $0.00           $0.00           $0.00

  48200 PUBLIC SAFETY CAPITAL OUTLAY
        E 202-48200-501 CAPITAL OUTLAY                        $3,232.40           $0.00           $0.00           $0.00           $0.00           $0.00
         E 202-48200-719   TRANSFER-INTERFUND                     $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
                                                                                 22
                                                                                                                                                                          117
                                                                                                                                               10/06/26 10:58 AM
                                                                                                                                                          Page 7
                                                                                              2025          2026          2026         2027
           Account           Last Dim Descr                    2024 Amt      2025 Amt       Budget       YTD Amt        Budget       Budget
   48200 PUBLIC SAFETY CAPITAL OUTLAY                          $3,232.40         $0.00        $0.00         $0.00         $0.00        $0.00

   48300 STREETS & HWY CAPITAL OUTLAY
         E 202-48300-501 CAPITAL OUTLAY                      $152,935.06    $45,000.00        $0.00     $5,139.00         $0.00        $0.00
         E 202-48300-719 TRANSFER-INTERFUND                   $36,522.78         $0.00        $0.00         $0.00    $36,500.00        $0.00
         E 202-48300-730 TRANSFER TO DEBT SERVICE FUN              $0.00         $0.00        $0.00         $0.00         $0.00        $0.00
   48300 STREETS & HWY CAPITAL OUTLAY                        $189,457.84    $45,000.00        $0.00     $5,139.00    $36,500.00        $0.00

   48500 CULTURE & REC CAPITAL OUTLAY
         E 202-48500-501 CAPITAL OUTLAY                        $1,164.16     $3,905.87        $0.00    $12,976.00         $0.00   $13,000.00
   48500 CULTURE & REC CAPITAL OUTLAY                          $1,164.16     $3,905.87        $0.00    $12,976.00         $0.00   $13,000.00
202 CAPITAL OUTLAY                                           $279,840.94    $62,651.50        $0.00   $108,115.00   $116,500.00   $13,000.00

203 FIRE

   42200 FIRE
         E 203-42200-119     ADMIN FEE- FIRE & RESCUE              $0.00     $1,162.93      $250.00         $0.00       $250.00      $250.00
         E 203-42200-150     INSURANCE - WORKERS COMP          $6,260.66     $5,262.94    $6,100.00     $1,703.00     $6,100.00    $6,100.00
         E 203-42200-200     OFFICE SUPPLIES                      $32.29       $319.99      $100.00         $0.00       $500.00      $300.00
         E 203-42200-210     OPERATING SUPPLIES & EXPENSE      $4,579.69     $3,925.78    $4,500.00     $7,708.67     $4,500.00    $4,500.00
         E 203-42200-212     MOTOR FUELS, LUBES, ADDITIVE      $3,210.13     $2,427.44    $2,500.00     $4,481.51     $3,000.00    $3,500.00
         E 203-42200-301     AUDITING                          $3,000.00     $3,000.00    $3,000.00         $0.00     $3,000.00    $3,000.00
           E 203-42200-305   MEDICAL                               $0.00         $0.00    $2,600.00       $607.07     $2,600.00    $2,000.00
           E 203-42200-309   COMPUTER SUPPORT                      $0.00     $2,779.83        $0.00     $3,218.94       $500.00    $1,000.00
           E 203-42200-321   UTILITIES-PHONE/INTERNET/CAB      $2,105.05     $2,278.20    $3,000.00     $1,169.55     $3,000.00    $3,000.00
           E 203-42200-323   PAGERS/MAINTENANCE                $1,568.75    $12,409.43    $6,100.00       $123.62     $8,000.00   $15,000.00
           E 203-42200-331   TRAVEL EXPENSE                        $0.00         $0.00      $350.00         $0.00       $350.00        $0.00
           E 203-42200-341   FIRE DEPT PRACTICE MEALS          $2,011.02     $1,714.05    $2,500.00     $1,301.54     $2,500.00    $3,000.00
           E 203-42200-342   TRAINING FEES                     $1,089.72     $8,967.50   $10,000.00     $5,135.00     $7,000.00    $7,000.00
           E 203-42200-343   STATE CONVENTION EXPENSES             $0.00         $0.00        $0.00         $0.00         $0.00        $0.00
           E 203-42200-344   BANQUETS/SPECIAL EVENTS           $2,642.20     $2,650.00    $2,500.00         $0.00     $3,000.00    $3,000.00
           E 203-42200-360   INSURANCE - PROPERTY/LIABILIT     $3,010.92     $6,172.65    $8,000.00       $205.00     $9,670.00   $10,248.00
           E 203-42200-381   UTILITIES-ELECTRIC & WATER        $5,006.74     $4,730.51    $5,000.00     $3,565.01     $5,000.00    $5,000.00
           E 203-42200-383   UTILITIES-NATURAL GAS             $2,482.50     $3,771.61    $6,000.00     $3,622.61     $6,000.00    $5,000.00
           E 203-42200-384   UTILITIES-REFUSE/RECYCLING          $329.42       $441.36      $600.00       $241.02       $600.00      $500.00
           E 203-42200-385   UTILITIES-SEWER CHARGES           $1,600.33     $1,235.54    $1,500.00     $1,416.14     $1,500.00    $1,500.00
           E 203-42200-400   REPAIRS AND MAINT                $40,967.67    $13,658.81   $12,000.00     $4,884.14    $12,000.00   $12,000.00
           E 203-42200-414   OSHA/SAFETY CLOTH. & EQUIP       $39,657.32         $0.00    $8,046.00         $0.00     $8,000.00    $3,000.00
           E 203-42200-418   UNIFORMS                         $43,931.88     $1,825.60   $16,000.00         $0.00    $16,000.00        $0.00
           E 203-42200-419   STATE AID FORWARD TO FIRE RE     $39,099.61    $86,590.75   $30,252.00         $0.00    $30,252.00   $33,000.00
           E 203-42200-430   MISCELLANEOUS                     $1,140.06         $0.00        $0.00         $0.00         $0.00        $0.00
           E 203-42200-433   DUES AND SUBSCRIPTIONS            $3,613.40       $105.20    $2,000.00       $546.15     $2,000.00      $500.00
           E 203-42200-490   DONATIONS                             $0.00     $1,463.15        $0.00         $0.00         $0.00        $0.00
           E 203-42200-491   K. FIRE RELIEF ASSOC. DONATIO    $10,754.94    $10,000.00   $10,000.00         $0.00    $10,000.00   $10,000.00
           E 203-42200-501   CAPITAL OUTLAY                   $10,000.00   $288,624.00        $0.00         $0.00         $0.00   $33,000.00
           E 203-42200-502   CAPITAL OUTLAY - FIRE TRUCKS          $0.00
                                                                                23
                                                                                 $0.00        $0.00         $0.00         $0.00        $0.00                  118
                                                                                                                                                10/06/26 10:58 AM
                                                                                                                                                           Page 8
                                                                                               2025         2026          2026          2027
           Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget      YTD Amt        Budget        Budget
         E 203-42200-520     REPAIRS - BLDG & STRUCTURE        $1,236.68        $18.99     $1,500.00        $0.00     $1,500.00     $5,000.00
         E 203-42200-606     CAPITAL LEASE PRINCIPAL          $98,255.56         $0.00         $0.00        $0.00         $0.00         $0.00
         E 203-42200-619     CAPITAL LEASE INTEREST            $5,102.16         $0.00         $0.00        $0.00         $0.00         $0.00
         E 203-42200-740     TRANSFER TO CAPITAL FUND              $0.00    $90,000.00    $90,000.00        $0.00    $90,000.00    $90,000.00
   42200 FIRE                                                $332,688.70   $555,536.26   $234,398.00   $39,928.97   $236,822.00   $260,398.00

   42270 FIRST RESPONDERS
         E 203-42270-210 OPERATING SUPPLIES & EXPENSE          $1,237.14        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-212 MOTOR FUELS, LUBES, ADDITIVE            $241.52       $63.14          $0.00        $0.00         $0.00         $0.00
         E 203-42270-311 CONFERENCE & TRAINING                 $2,400.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-331 TRAVEL EXPENSE                            $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-360 INSURANCE - PROPERTY/LIABILIT           $406.45        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-400 REPAIRS AND MAINT                         $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-416 MISC. FIRST RESPONDER EXP                 $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-433 DUES AND SUBSCRIPTIONS                    $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-740 TRANSFER TO CAPITAL FUND                  $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
   42270 FIRST RESPONDERS                                      $4,285.11       $63.14          $0.00        $0.00         $0.00         $0.00
203 FIRE                                                     $336,973.81   $555,599.40   $234,398.00   $39,928.97   $236,822.00   $260,398.00

204 LIBRARY

   45500 LIBRARY
         E 204-45500-100     SALARIES - PART TIME             $36,434.56    $33,737.51    $39,811.00   $33,873.18    $45,160.00    $47,000.00
         E 204-45500-101     SALARIES - REGULAR               $58,599.49    $73,355.30    $60,471.00   $48,466.14    $65,380.00    $71,160.00
         E 204-45500-102     SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 204-45500-121     PERA - EMPLOYER SHARE             $7,090.35     $8,160.22     $7,700.00    $5,912.57     $8,290.00     $8,860.00
         E 204-45500-122     FICA - EMPLOYER SHARE             $9,902.77       $989.00     $4,900.00    $5,873.51     $8,460.00     $9,040.00
         E 204-45500-130     INSURANCE - MED/DENT/LIFE/DIS    $25,250.28    $31,424.67    $30,000.00   $28,453.00    $33,550.00    $38,390.00
         E 204-45500-131     EMPLOYER H.S.A.EXPENSE            $3,787.52     $4,950.00     $5,000.00    $3,404.09     $5,000.00     $5,000.00
         E 204-45500-136     MN Paid Leave                         $0.00         $8.04         $0.00      $240.30       $490.00       $520.00
         E 204-45500-142     UNEMPLOYMENT COMPENSATION            $82.76         $2.60       $100.00        $0.00         $0.00         $0.00
         E 204-45500-150     INSURANCE - WORKERS COMP            $514.19       $404.42       $480.00      $103.00       $270.00       $230.00
         E 204-45500-210     OPERATING SUPPLIES & EXPENSE      $2,433.62     $4,416.88     $2,000.00    $1,848.27     $2,000.00     $2,225.00
         E 204-45500-300     AUTOMATION                        $4,892.17     $4,956.13     $5,600.00    $4,440.38     $6,500.00     $6,500.00
         E 204-45500-311     CONFERENCE & TRAINING                 $0.00         $0.00       $150.00        $0.00       $150.00       $150.00
         E 204-45500-321     UTILITIES-PHONE/INTERNET/CAB          $0.00         $0.00     $1,000.00        $0.00     $1,000.00         $0.00
         E 204-45500-331     TRAVEL EXPENSE                      $103.18        $54.60       $300.00      $173.29       $300.00       $400.00
         E 204-45500-340     ADVERTISING                          $50.00       $125.00        $50.00      $125.00        $50.00        $50.00
         E 204-45500-360     INSURANCE - PROPERTY/LIABILIT     $4,188.39     $4,324.37     $3,600.00        $0.00     $3,330.00     $3,497.00
         E 204-45500-381     UTILITIES-ELECTRIC & WATER        $3,219.12     $2,581.43     $3,400.00    $1,944.64     $3,400.00     $2,600.00
         E 204-45500-383     UTILITIES-NATURAL GAS               $824.96     $1,080.44     $1,000.00      $720.32     $1,400.00     $1,200.00
         E 204-45500-385     UTILITIES-SEWER CHARGES             $906.19       $909.65       $750.00      $700.09     $1,100.00     $1,000.00
         E 204-45500-400     REPAIRS AND MAINT                   $100.00         $0.00       $250.00        $0.00       $250.00       $250.00
           E 204-45500-410   LEASE                              $767.27       $708.26       $800.00      $646.89       $850.00       $850.00
           E 204-45500-430   MISCELLANEOUS                       $69.43        24
                                                                               $20.33        $50.00        $0.00        $50.00        $50.00
                                                                                                                                                               119
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                                                                                          2025          2026          2026          2027
         Account          Last Dim Descr                  2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
        E 204-45500-432   BAD DEBT EXPENSE                  $268.40         $0.00         $0.00         $0.00         $0.00         $0.00
        E 204-45500-433   DUES AND SUBSCRIPTIONS            $320.90       $489.60       $400.00       $286.43       $400.00       $400.00
        E 204-45500-490   DONATIONS                           $0.00       $107.74         $0.00       $425.00         $0.00         $0.00
        E 204-45500-501   CAPITAL OUTLAY                    $800.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 204-45500-570   OFFICE EQUIPMENT PURCHASED      $1,023.34     $1,081.30     $1,200.00     $1,400.65     $1,200.00     $1,400.00
        E 204-45500-590   BOOKS                          $22,873.77    $20,883.63    $22,500.00    $18,702.68    $22,500.00    $22,500.00
        E 204-45500-740   TRANSFER TO CAPITAL FUND            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  45500 LIBRARY                                         $184,502.66   $194,771.12   $191,512.00   $157,739.43   $211,080.00   $223,272.00
204 LIBRARY                                             $184,502.66   $194,771.12   $191,512.00   $157,739.43   $211,080.00   $223,272.00

205 ECONOMIC DEVELOPMENT AUTHORITY

  46200 SEMMCHRA DEED GRANT
        E 205-46200-444 DEED GRANT FORWARD TO SEMM            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  46200 SEMMCHRA DEED GRANT                                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00

  46500 ECONOMIC DEVELOPMENT AUTHORITY
        E 205-46500-107 EDA BOARD MEMBER PAY              $1,925.00     $1,085.00       $650.00         $0.00       $650.00     $2,100.00
        E 205-46500-265 PROPERTY TAX                      $1,422.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-303 ENGINEERING                           $0.00       $350.00         $0.00     $7,665.00         $0.00         $0.00
        E 205-46500-304 LEGAL                             $1,857.50    $10,200.50     $3,000.00    $33,012.13     $6,000.00    $15,000.00
        E 205-46500-307 CONTRACT SERVICES                $28,292.81    $53,670.00    $54,000.00    $41,289.75    $55,750.00    $57,980.00
        E 205-46500-331 TRAVEL EXPENSE                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-340 ADVERTISING                       $1,223.13       $187.12     $1,500.00         $0.00     $1,500.00         $0.00
        E 205-46500-344 BANQUETS/SPECIAL EVENTS             $300.00       $552.99       $300.00       $300.00       $600.00         $0.00
        E 205-46500-360 INSURANCE - PROPERTY/LIABILIT       $171.48       $156.53     $2,200.00         $0.00       $110.00       $116.00
        E 205-46500-385 UTILITIES-SEWER CHARGES             $103.03       $131.00        $50.00       $123.00       $100.00       $131.00
        E 205-46500-400 REPAIRS AND MAINT                     $4.00         $0.00       $250.00         $0.00       $250.00         $0.00
        E 205-46500-430 MISCELLANEOUS                         $0.00        $72.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-433 DUES AND SUBSCRIPTIONS                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-480 FAÇADE IMPROVEMENTS              $18,851.60    $20,000.00    $20,000.00     $8,000.00    $20,000.00    $20,000.00
        E 205-46500-501 CAPITAL OUTLAY                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-510 LAND PURCHASE                         $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-609 LOAN PRINCIPAL-INTERFUND KM           $0.00         $0.00    $11,140.50         $0.00    $11,147.00         $0.00
        E 205-46500-610 LOAN INTEREST - INTERFUND KM        $816.00       $551.00       $856.80       $279.00       $279.00         $0.00
  46500 ECONOMIC DEVELOPMENT AUTHORITY                   $54,966.55    $86,956.14    $93,947.30    $90,668.88    $96,386.00    $95,327.00
205 ECONOMIC DEVELOPMENT AUTHORITY                       $54,966.55    $86,956.14    $93,947.30    $90,668.88    $96,386.00    $95,327.00

210 POLICE FORFEITURES

  00000 GENERAL REVENUE
        E 210-00000-740 TRANSFER TO CAPITAL FUND          $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00
  00000 GENERAL REVENUE                                   $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00
210 POLICE FORFEITURES                                    $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00

230 SPECIAL PURPOSE DONATIONS                                              25
                                                                                                                                                           120
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                                                                                            2025         2026         2026         2027
         Account            Last Dim Descr                    2024 Amt     2025 Amt       Budget      YTD Amt       Budget       Budget

  41000 GENERAL GOVERNMENT
        E 230-41000-430 MISCELLANEOUS                             $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
  41000 GENERAL GOVERNMENT                                        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00

  42000 PUBLIC SAFETY
        E 230-42000-430     MISCELLANEOUS                      $587.57     $3,795.17        $0.00    $4,145.70        $0.00        $0.00
  42000 PUBLIC SAFETY                                          $587.57     $3,795.17        $0.00    $4,145.70        $0.00        $0.00

  45000 CULTURE & RECREATION
        E 230-45000-346 ROSE FEST                            $16,284.58   $19,017.24        $0.00   $24,629.38        $0.00        $0.00
        E 230-45000-430 MISCELLANEOUS                        $34,634.08    $8,830.85        $0.00      $529.39        $0.00        $0.00
  45000 CULTURE & RECREATION                                 $50,918.66   $27,848.09        $0.00   $25,158.77        $0.00        $0.00

  45500 LIBRARY
        E 230-45500-430     MISCELLANEOUS                     $3,986.41        $0.00        $0.00        $0.00        $0.00        $0.00
  45500 LIBRARY                                               $3,986.41        $0.00        $0.00        $0.00        $0.00        $0.00
230 SPECIAL PURPOSE DONATIONS                                $55,492.64   $31,643.26        $0.00   $29,304.47        $0.00        $0.00

240 COVID CARES ACT FUNDS

  00000 GENERAL REVENUE
        E 240-00000-430 MISCELLANEOUS                        $31,470.00        $0.00        $0.00        $0.00        $0.00        $0.00
  00000 GENERAL REVENUE                                      $31,470.00        $0.00        $0.00        $0.00        $0.00        $0.00
240 COVID CARES ACT FUNDS                                    $31,470.00        $0.00        $0.00        $0.00        $0.00        $0.00

301 2012 G.O. IMP. BONDS-STREETS

  47000 DEBT SERVICE
        E 301-47000-725     TRANSFER TO GENERAL FUND              $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
        E 301-47000-740     TRANSFER TO CAPITAL FUND          $7,915.00        $0.00        $0.00        $0.00        $0.00        $0.00
  47000 DEBT SERVICE                                          $7,915.00        $0.00        $0.00        $0.00        $0.00        $0.00
301 2012 G.O. IMP. BONDS-STREETS                              $7,915.00        $0.00        $0.00        $0.00        $0.00        $0.00

303 2016 FIRST STREET IMPROVEMENTS

  47000 DEBT SERVICE
        E 303-47000-303     ENGINEERING                           $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
        E 303-47000-608     BOND PRINCIPAL - 2016 FIRST ST   $19,350.00   $19,350.00   $19,350.00   $19,350.00   $19,350.00   $19,350.00
        E 303-47000-614     BOND INTEREST 2016 FIRST STR      $7,450.46    $7,111.13    $7,111.13    $6,586.12    $7,111.13    $6,337.00
        E 303-47000-620     FISCAL AGENT FEES                 $1,045.00      $495.00        $0.00      $495.00        $0.00      $495.00
  47000 DEBT SERVICE                                         $27,845.46   $26,956.13   $26,461.13   $26,431.12   $26,461.13   $26,182.00
303 2016 FIRST STREET IMPROVEMENTS                           $27,845.46   $26,956.13   $26,461.13   $26,431.12   $26,461.13   $26,182.00

307 2007 G.O. REFUNDING BONDS

  41940 GENERAL GOVERNMENT
        E 307-41940-725 TRANSFER TO GENERAL FUND               $525.00         $0.00        $0.00        $0.00        $0.00        $0.00
  41940 GENERAL GOVERNMENT                                     $525.00        26
                                                                               $0.00        $0.00        $0.00        $0.00        $0.00
                                                                                                                                                          121
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                                                                                            2025          2026          2026          2027
          Account           Last Dim Descr                  2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
307 2007 G.O. REFUNDING BONDS                                $525.00          $0.00         $0.00         $0.00         $0.00         $0.00

310 2020A GO BOND (RW, BUS PK, 2ND

   47000 DEBT SERVICE
         E 310-47000-604    BOND PRINCIPAL - 2020A BOND    $95,429.51   $107,066.37   $102,143.02   $111,722.39   $111,723.00   $116,378.00
         E 310-47000-615    BOND INTEREST - 2020A BOND     $49,314.94    $46,457.90    $44,321.19    $42,221.22    $43,176.00    $39,755.00
         E 310-47000-620    FISCAL AGENT FEES                 $495.00       $495.00         $0.00       $495.00         $0.00         $0.00
         E 310-47000-622    BOND ISSUANCE COSTS                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47000 DEBT SERVICE                                     $145,239.45   $154,019.27   $146,464.21   $154,438.61   $154,899.00   $156,133.00
310 2020A GO BOND (RW, BUS PK, 2ND                        $145,239.45   $154,019.27   $146,464.21   $154,438.61   $154,899.00   $156,133.00

320 2016B GO USDA BOND FIRE HALL

   47100 2016 FIRE HALL BOND CIP NOTES
         E 320-47100-620 FISCAL AGENT FEES                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
         E 320-47100-624 BOND PRIN-2016B CIP FIRE HALL     $34,759.22    $35,758.30    $35,758.30    $36,786.35    $38,629.50    $37,844.00
         E 320-47100-625 BOND INT-2016B CIP FIRE HALL      $56,356.20    $55,357.70    $55,357.70    $54,329.65    $57,051.75    $53,272.00
         E 320-47100-719 TRANSFER-INTERFUND                     $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47100 2016 FIRE HALL BOND CIP NOTES                     $91,115.42    $91,116.00    $91,116.00    $91,116.00    $95,681.25    $91,116.00
320 2016B GO USDA BOND FIRE HALL                           $91,115.42    $91,116.00    $91,116.00    $91,116.00    $95,681.25    $91,116.00

321 2016B USDA NOTE FIRE HALL

   47200 2016 FIRE HALL BOND USDA NOTES
         E 321-47200-620 FISCAL AGENT FEES                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
         E 321-47200-626 BOND PRIN-2016B USDA FIRE HA       $7,378.48     $7,590.61     $7,590.61     $7,808.84     $7,809.00     $8,033.00
         E 321-47200-627 BOND INT-2016B USDA FIRE HALL     $11,962.52    $11,750.39    $11,750.39    $11,532.16    $11,533.00    $11,308.00
   47200 2016 FIRE HALL BOND USDA NOTES                    $19,341.00    $19,341.00    $19,341.00    $19,341.00    $19,342.00    $19,341.00
321 2016B USDA NOTE FIRE HALL                              $19,341.00    $19,341.00    $19,341.00    $19,341.00    $19,342.00    $19,341.00

323 2023A G.O. Bond

   47300 2023 Pearl Creek/Street Improv
         E 323-47300-601 BOND PRINCIPAL                         $0.00     $5,176.99    $15,000.00    $29,767.70    $47,040.00    $29,768.00
         E 323-47300-611 BOND INTEREST                     $24,752.88    $24,927.21    $24,825.00    $23,871.52     $9,721.00    $22,565.00
         E 323-47300-620 FISCAL AGENT FEES                      $0.00       $495.00         $0.00       $495.00         $0.00         $0.00
         E 323-47300-622 BOND ISSUANCE COSTS                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47300 2023 Pearl Creek/Street Improv                    $24,752.88    $30,599.20    $39,825.00    $54,134.22    $56,761.00    $52,333.00
323 2023A G.O. Bond                                        $24,752.88    $30,599.20    $39,825.00    $54,134.22    $56,761.00    $52,333.00

325 2025 Street Projects

   47000 DEBT SERVICE
         E 325-47000-501    CAPITAL OUTLAY                $174,996.54         $0.00         $0.00         $0.00         $0.00         $0.00
         E 325-47000-601    BOND PRINCIPAL                      $0.00         $0.00         $0.00         $0.00         $0.00    $15,000.00
          E 325-47000-611   BOND INTEREST                       $0.00         $0.00         $0.00    $57,987.92    $57,987.92    $59,613.00
          E 325-47000-620   FISCAL AGENT FEES                   $0.00        27
                                                                         $30,827.42         $0.00       $495.00         $0.00         $0.00
                                                                                                                                                             122
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                                                                                               2025            2026         2026         2027
          Account              Last Dim Descr                   2024 Amt      2025 Amt       Budget         YTD Amt       Budget       Budget
         E 325-47000-622       BOND ISSUANCE COSTS                  $0.00         $0.00        $0.00          $0.00         $0.00        $0.00
   47000 DEBT SERVICE                                         $174,996.54    $30,827.42        $0.00     $58,482.92    $57,987.92   $74,613.00
325 2025 Street Projects                                      $174,996.54    $30,827.42        $0.00     $58,482.92    $57,987.92   $74,613.00

331 2020 FREIGHTLINER 114SD

   47000 DEBT SERVICE
         E 331-47000-501       CAPITAL OUTLAY                       $0.00         $0.00        $0.00          $0.00         $0.00       $0.00
         E 331-47000-606       CAPITAL LEASE PRINCIPAL         $33,425.29    $34,520.43   $34,520.43     $35,651.45    $35,651.00       $0.00
         E 331-47000-619       CAPITAL LEASE INTEREST           $3,097.49     $2,002.35    $2,002.35        $871.33       $871.00       $0.00
   47000 DEBT SERVICE                                          $36,522.78    $36,522.78   $36,522.78     $36,522.78    $36,522.00       $0.00
331 2020 FREIGHTLINER 114SD                                    $36,522.78    $36,522.78   $36,522.78     $36,522.78    $36,522.00        $0.00

336 2019 FORD F150 LEASE

   47000 DEBT SERVICE
         E 336-47000-606       CAPITAL LEASE PRINCIPAL              $0.00         $0.00        $0.00          $0.00         $0.00       $0.00
         E 336-47000-619       CAPITAL LEASE INTEREST               $0.00         $0.00        $0.00          $0.00         $0.00       $0.00
   47000 DEBT SERVICE                                               $0.00         $0.00        $0.00          $0.00         $0.00       $0.00
336 2019 FORD F150 LEASE                                            $0.00         $0.00        $0.00           $0.00        $0.00        $0.00

402 2004 SUNSET HOME TAX INCREMENT

   48116 TIF #4-4 SUN HOME/ASSIS. LIV.
         E 402-48116-440 TAX INCREMENT ADMIN. FEE                   $0.00         $0.00        $0.00          $0.00         $0.00       $0.00
         E 402-48116-800 REIMBURSEMENTS                        $17,611.98         $0.00        $0.00          $0.00         $0.00       $0.00
   48116 TIF #4-4 SUN HOME/ASSIS. LIV.                         $17,611.98         $0.00        $0.00          $0.00         $0.00       $0.00
402 2004 SUNSET HOME TAX INCREMENT                             $17,611.98         $0.00        $0.00           $0.00        $0.00        $0.00

405 2023 Street Overlay Proj

   43100 STREETS
         E 405-43100-501       CAPITAL OUTLAY                       $0.21    $14,008.99        $0.00     -$16,609.00        $0.00       $0.00
   43100 STREETS                                                    $0.21    $14,008.99        $0.00     -$16,609.00        $0.00       $0.00

   47300 2023 Pearl Creek/Street Improv
         E 405-47300-622 BOND ISSUANCE COSTS                        $0.00     $6,000.00        $0.00          $0.00         $0.00       $0.00
   47300 2023 Pearl Creek/Street Improv                             $0.00     $6,000.00        $0.00          $0.00         $0.00       $0.00
405 2023 Street Overlay Proj                                        $0.21    $20,008.99        $0.00     -$16,609.00        $0.00        $0.00

425 2025 Street Project

   43100 STREETS
         E 425-43100-430       MISCELLANEOUS                        $0.00       $762.98        $0.00           $0.00        $0.00       $0.00
         E 425-43100-500       CAPITAL OUTLAY (NOT DEPREC.)         $0.00         $0.00        $0.00           $0.00        $0.00       $0.00
         E 425-43100-501       CAPITAL OUTLAY                       $0.00   $304,365.89        $0.00   $1,684,669.97        $0.00       $0.00
   43100 STREETS                                                    $0.00   $305,128.87        $0.00   $1,684,669.97        $0.00       $0.00

   47000 DEBT SERVICE
                                                                                 28
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                                                                                                                                                           Page 13
                                                                                             2025            2026          2026          2027
          Account          Last Dim Descr                    2024 Amt      2025 Amt        Budget         YTD Amt        Budget        Budget
         E 425-47000-620   FISCAL AGENT FEES                    $0.00          $0.00         $0.00        $550.00          $0.00         $0.00
         E 425-47000-622   BOND ISSUANCE COSTS                  $0.00     $15,500.00         $0.00          $0.00          $0.00         $0.00
   47000 DEBT SERVICE                                           $0.00     $15,500.00         $0.00        $550.00          $0.00         $0.00
425 2025 Street Project                                         $0.00    $320,628.87         $0.00   $1,685,219.97         $0.00         $0.00

605 STORM SEWER

   43251 STORM SEWER UTIL & MAINT
         E 605-43251-101 SALARIES - REGULAR                 $17,587.77    $11,466.51    $16,300.00     $13,062.50     $15,570.00    $16,920.00
         E 605-43251-102 SALARIES - OVERTIME                   $342.20       $448.93     $3,000.00        $851.55      $1,000.00     $1,000.00
         E 605-43251-121 PERA - EMPLOYER SHARE               $1,214.45       $943.98    $10,000.00      $1,005.86      $1,390.00     $1,340.00
         E 605-43251-122 FICA - EMPLOYER SHARE               $2,263.64       $202.72    $10,500.00        $989.54      $1,420.00     $1,370.00
         E 605-43251-129 Pension Expense                   -$17,333.00     $1,505.00         $0.00          $0.00          $0.00         $0.00
         E 605-43251-130 INSURANCE - MED/DENT/LIFE/DIS       $5,356.72     $6,146.74     $8,000.00      $5,135.26      $6,100.00     $6,890.00
         E 605-43251-131 EMPLOYER H.S.A.EXPENSE                $750.01     $1,246.16     $1,000.00        $513.47      $1,500.00     $1,500.00
         E 605-43251-136 MN Paid Leave                           $0.00         $1.40         $0.00         $40.22         $80.00        $80.00
         E 605-43251-142 UNEMPLOYMENT COMPENSATION               $6.24         $0.00         $0.00          $0.00          $0.00         $0.00
         E 605-43251-150 INSURANCE - WORKERS COMP              $459.10       $328.00         $0.00         $65.00        $250.00       $200.00
         E 605-43251-212 MOTOR FUELS, LUBES, ADDITIVE        $1,217.28       $781.43     $1,500.00      $1,131.21      $1,500.00     $2,000.00
         E 605-43251-252 BEER                                    $0.00         $0.00         $0.00          $0.00          $0.00         $0.00
         E 605-43251-307 CONTRACT SERVICES                       $0.00         $0.00         $0.00          $0.00     $12,810.00         $0.00
         E 605-43251-360 INSURANCE - PROPERTY/LIABILIT        $307.50        $309.99       $300.00          $0.00        $370.00       $389.00
         E 605-43251-400 REPAIRS AND MAINT                 $15,234.50      $1,223.03     $5,000.00      $1,911.28      $5,000.00     $5,000.00
         E 605-43251-420 DEPRECIATION                      $53,777.87     $57,676.90   $100,000.00     $38,451.36     $53,778.00    $57,677.00
         E 605-43251-430 MISCELLANEOUS                          $0.00         -$0.18         $0.00          $0.00          $0.00         $0.00
         E 605-43251-432 BAD DEBT EXPENSE                     -$11.19          $0.00         $0.00          $0.00          $0.00         $0.00
         E 605-43251-501 CAPITAL OUTLAY                         $0.17         -$0.01         $0.00          $0.00          $0.00         $0.00
         E 605-43251-604 BOND PRINCIPAL - 2020A BOND           -$0.31          $0.00    $29,350.00     $21,715.24     $32,157.28         $0.00
         E 605-43251-606 CAPITAL LEASE PRINCIPAL                $0.00          $0.00         $0.00          $0.00          $0.00         $0.00
         E 605-43251-608 BOND PRINCIPAL - 2016 FIRST ST         $0.00          $0.00     $1,260.00      $1,260.00      $1,323.00         $0.00
         E 605-43251-611 BOND INTEREST                       -$255.00          $0.00         $0.00          $0.00      $9,207.50         $0.00
         E 605-43251-614 BOND INTEREST 2016 FIRST STR         $237.04        $453.86       $464.00        $463.05        $463.05       $413.00
         E 605-43251-615 BOND INTEREST - 2020A BOND        $13,565.95      $8,764.13    $12,735.31     $10,047.98     $12,427.45     $7,727.00
         E 605-43251-617 BOND INTEREST - 2025A BOND             $0.00      $3,836.46         $0.00      $9,207.50          $0.00     $9,525.00
         E 605-43251-619 CAPITAL LEASE INTEREST                 $0.00          $0.00         $0.00          $0.00          $0.00         $0.00
   43251 STORM SEWER UTIL & MAINT                          $94,720.94     $95,335.05   $199,409.31    $105,851.02    $156,346.28   $112,031.00

   43256 SEWER
         E 605-43256-505   GIS Operation and Maintenance        $0.00          $0.00         $0.00          $0.00          $0.00     $1,000.00
   43256 SEWER                                                  $0.00          $0.00         $0.00          $0.00          $0.00     $1,000.00

   47000 DEBT SERVICE
         E 605-47000-602   DISCOUNT AMORTIZATION            -$1,275.00    -$1,504.00         $0.00          $0.00          $0.00         $0.00
         E 605-47000-620   FISCAL AGENT FEES                     $0.00     $4,523.46         $0.00          $0.00          $0.00         $0.00
   47000 DEBT SERVICE                                       -$1,275.00     $3,019.46         $0.00          $0.00          $0.00         $0.00
                                                                              29
                                                                                                                                                                124
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                                                                                                                                                        Page 14
                                                                                            2025          2026          2026          2027
        Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
605 STORM SEWER                                            $93,445.94    $98,354.51   $199,409.31   $105,851.02   $156,346.28   $113,031.00

609 LIQUOR

  49750 LIQUOR
        E 609-49750-100   SALARIES - PART TIME             $58,811.13    $52,150.36    $65,000.00    $68,123.76    $65,000.00    $65,000.00
        E 609-49750-101   SALARIES - REGULAR               $60,273.66    $87,583.92    $72,000.00    $55,112.55    $71,450.00    $77,670.00
        E 609-49750-102   SALARIES - OVERTIME                   $0.00       $110.25         $0.00       $208.00         $0.00         $0.00
        E 609-49750-108   SALARIES - FULL-TIME ON-SALE          $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-109   SALARIES - FULL-TIME OFF-SALE         $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-110   SALARIES - PART-TIME ON-SALE          $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-111   SALARIES - PART-TIME OFF-SALE         $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-112   SALARIES - ADMIN                  $6,204.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-121   PERA - EMPLOYER SHARE             $8,484.30     $9,203.12    $12,000.00     $9,838.91    $10,230.00    $10,700.00
        E 609-49750-122   FICA - EMPLOYER SHARE            $13,517.47     $1,069.37    $12,000.00    $10,088.72    $10,440.00    $10,910.00
        E 609-49750-129   Pension Expense                      $74.00    $40,511.00         $0.00         $0.00         $0.00         $0.00
        E 609-49750-130   INSURANCE - MED/DENT/LIFE/DIS    $39,100.50    $44,389.20    $45,000.00    $39,687.71    $46,840.00    $54,950.00
        E 609-49750-131   EMPLOYER H.S.A.EXPENSE            $3,787.52     $4,950.00     $5,000.00     $3,825.00     $5,000.00     $5,000.00
        E 609-49750-136   MN Paid Leave                         $0.00        $10.73         $0.00       $426.82       $600.00       $630.00
        E 609-49750-142   UNEMPLOYMENT COMPENSATION           $151.28        $78.73       $250.00         $0.00         $0.00         $0.00
        E 609-49750-150   INSURANCE - WORKERS COMP          $3,749.16     $4,479.74     $4,000.00       $754.00     $1,710.00     $1,490.00
        E 609-49750-208   SERVING SUPPLY-FOOD & ALCOH       $2,677.06     $1,370.46     $3,000.00       $839.82     $3,000.00     $2,700.00
        E 609-49750-210   OPERATING SUPPLIES & EXPENSE      $9,339.89    $10,351.08    $10,000.00     $6,295.80     $8,500.00    $10,000.00
        E 609-49750-251   LIQUOR                          $185,727.60   $187,673.54   $191,000.00   $181,699.73   $193,000.00   $200,000.00
        E 609-49750-252   BEER                            $283,193.22   $284,104.73   $335,000.00   $252,971.68   $335,000.00   $300,000.00
        E 609-49750-253   WINE                             $22,458.64    $19,667.23    $27,000.00    $26,596.10    $30,000.00    $30,000.00
        E 609-49750-254   SODA, MIX, JUICE                 $15,356.13    $15,033.63    $16,000.00    $13,068.75    $16,000.00    $16,000.00
        E 609-49750-256   TOBACCO                          $11,398.92     $9,547.84    $12,000.00     $8,401.95    $15,000.00    $10,000.00
        E 609-49750-257   FOOD/CONDIMENTS-COMPLIMEN         $3,144.63     $2,701.82     $4,000.00     $2,740.80     $4,000.00     $3,600.00
        E 609-49750-258   FOOD/MERCHANDISE FOR RESALE      $21,487.60    $24,255.99    $30,000.00    $17,753.22    $30,000.00    $25,000.00
        E 609-49750-260   THC PRODUCTS                          $0.00     $7,919.50         $0.00     $3,340.99     $4,200.00    $10,000.00
        E 609-49750-308   OUTSIDE JANITORIAL SERVICES      $12,939.72    $16,610.88    $14,000.00    $11,557.10    $14,000.00    $16,000.00
        E 609-49750-309   COMPUTER SUPPORT                  $2,400.00     $5,715.52     $2,500.00     $5,400.26     $2,500.00     $4,000.00
        E 609-49750-311   CONFERENCE & TRAINING                 $0.00       $918.00       $600.00         $0.00       $800.00     $1,000.00
        E 609-49750-321   UTILITIES-PHONE/INTERNET/CAB      $4,859.24     $3,848.50     $2,600.00     $2,506.05     $4,000.00     $4,000.00
        E 609-49750-325   SECURITY SYSTEM                     $454.72       $526.92     $1,000.00     $2,825.18     $1,000.00     $1,000.00
        E 609-49750-327   PEST CONTROL                        $924.00     $1,008.00     $1,000.00       $792.00     $1,000.00     $1,100.00
        E 609-49750-331   TRAVEL EXPENSE                        $0.00         $0.00       $600.00         $0.00       $600.00         $0.00
        E 609-49750-333   FREIGHT or SHIPPING CHARGES         $723.91       $487.39       $500.00       $319.30       $800.00       $500.00
        E 609-49750-334   CREDIT CARD EXPENSES             $18,514.97    $22,955.73    $15,000.00    $25,213.13    $17,000.00    $21,000.00
        E 609-49750-340   ADVERTISING                         $480.60       $871.21     $1,000.00       $488.35       $500.00       $500.00
        E 609-49750-345   SPECIAL EVENTS/ENTERTAINMEN       $3,446.49     $3,736.00     $5,000.00       $550.68     $4,000.00     $5,000.00
        E 609-49750-346   ROSE FEST                        $17,744.49    $10,600.30    $10,000.00     $8,158.20     $8,000.00    $17,000.00
        E 609-49750-360   INSURANCE - PROPERTY/LIABILIT     $8,377.57     $6,439.76     $6,300.00         $0.00     $3,390.00     $3,560.00
        E 609-49750-364   INSURANCE - DRAM LIQUOR LIAB      $5,863.29        30
                                                                            $111.00     $6,300.00         $0.00     $6,300.00         $0.00
                                                                                                                                                             125
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                                                                                                                                                                 Page 15
                                                                                               2025            2026            2026            2027
        Account           Last Dim Descr                   2024 Amt        2025 Amt          Budget         YTD Amt          Budget          Budget
        E 609-49750-381   UTILITIES-ELECTRIC & WATER     $10,577.33      $10,428.41      $12,000.00       $8,476.12       $12,000.00     $15,000.00
        E 609-49750-383   UTILITIES-NATURAL GAS             $699.57       $1,376.30       $1,100.00       $1,820.95        $1,100.00      $3,000.00
        E 609-49750-384   UTILITIES-REFUSE/RECYCLING      $1,767.63       $1,674.12       $1,500.00       $1,243.44        $1,500.00      $1,700.00
        E 609-49750-385   UTILITIES-SEWER CHARGES         $2,698.53       $2,165.04       $1,200.00       $3,000.29        $2,700.00      $2,900.00
        E 609-49750-390   TAP CLEANING SERVICE              $737.00         $720.00       $1,000.00         $576.00        $1,000.00        $700.00
        E 609-49750-400   REPAIRS AND MAINT               $5,469.10       $4,272.72       $4,000.00       $8,563.37        $4,000.00      $8,000.00
        E 609-49750-418   UNIFORMS                            $0.00         $407.00         $500.00           $0.00          $500.00        $700.00
        E 609-49750-420   DEPRECIATION                   $14,479.60      $18,586.73      $12,000.00      $12,390.96       $14,480.00     $18,586.00
        E 609-49750-430   MISCELLANEOUS                      $95.91         $231.83         $100.00          $56.57          $100.00        $200.00
        E 609-49750-431   CASH SHORT/OVER                  -$382.26      -$1,005.14         $100.00         -$38.74          $100.00          $0.00
        E 609-49750-433   DUES AND SUBSCRIPTIONS          $2,345.43       $3,985.55       $1,200.00       $1,480.38          $800.00      $4,000.00
        E 609-49750-501   CAPITAL OUTLAY                  $8,537.58       $2,051.39      $10,000.00     $111,103.85      $200,000.00     $10,000.00
        E 609-49750-725   TRANSFER TO GENERAL FUND            $0.00           $0.00           $0.00      $20,000.00       $20,000.00          $0.00
  49750 LIQUOR                                          $872,691.13     $925,885.40     $954,350.00     $928,257.75    $1,172,140.00    $973,096.00
609 LIQUOR                                              $872,691.13     $925,885.40     $954,350.00     $928,257.75    $1,172,140.00    $973,096.00

                                                       $4,329,694.63   $4,571,626.91   $3,940,493.73   $4,969,020.72   $4,188,149.58   $4,011,115.00




                                                                             31
                                                                                                                                                                      126
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        October 13, 2026

SUBMITTED BY:                Holli Gudknecht, Administration

ITEM TYPE:                   New Business

AGENDA SECTION:              NEW BUSINESS

SUBJECT:                     Tax Abatement - Grocery Store Assistance

SUGGESTED ACTION:

ATTACHMENTS:
Kenyon-Tax-Abatement-Memo-Grocery-Store-v1 Sep 30 2026.pdf
NSI Agreement City of Kenyon Grocery Store Project.pdf




                                                                        127
    MEMORANDUM

    TO:          City of Kenyon City Council
    FROM:        Tammy Omdal, Northland Public Finance, a division of Northland Securities, Inc.
    DATE:        September 30, 2026
    RE:          Tax Abatement Authority – Grocery Store Assistance

I. PURPOSE
The City of Kenyon (the "City") is considering approving a tax abatement to provide financial assistance to an
established grocery store located within the City. The proposed assistance totals $40,000, structured as five
annual payments of $8,000 each, funded through the City's tax abatement authority under Minnesota Statutes,
Sections 469.1812 to 469.1815.
This memorandum has been prepared by Northland Public Finance to assist the City Council in understanding:
(1) what tax abatement is and the legal authority under which it operates; (2) the process required to approve a
tax abatement; and (3) the tax impact on existing City property taxpayers if the abatement is approved.

II. WHAT IS TAX ABATEMENT?
Despite its name, "tax abatement" under Minnesota law does not actually abate or eliminate property taxes.
Minnesota Statutes, Sections 469.1812 to 469.1815 — first enacted in 1997 — authorize cities, counties, towns,
and school districts to levy a special property tax, called an abatement levy, in an amount equivalent to taxes that
could otherwise be abated. All property taxes continue to be paid by property owners in the normal course.
The revenue generated by the abatement levy can then be used for a broad range of economic development,
redevelopment, housing, and infrastructure purposes — or conveyed directly to a property owner as a form of
financial assistance.
Key characteristics of tax abatement include:
    Flexible tool — usable for projects that may not qualify for Tax Increment Financing (TIF).
    Each political subdivision (city, county, school district) has independent authority to grant or decline
     participation.
    The abatement levy is a special levy not subject to levy limits under current State law.
    Bonds may be issued against anticipated abatement revenues for certain qualifying purposes.
    The process is comparatively simpler than TIF.

III. HOW IS THE ABATEMENT CALCULATED?
The annual tax abatement levy is calculated by multiplying the tax capacity value of the parcel(s) subject to
abatement by the abating jurisdiction's tax rate:
            Abated Tax Capacity Value × Jurisdiction's Tax Rate = Annual Tax Abatement Levy

For the proposed grocery store abatement, the City has determined the proposed annual abatement levy at
$8,000 per year. Because the grocery store is an existing property with no new development or increase in




                                                                                                                       128
                                                                                                    City of Kenyon
                                                                                                    Tax Abatement
                                                                                                            Page 2

taxable value, the abatement levy does not generate any offsetting increase in the City's tax base. As a result, the
full cost of the abatement levy is borne by existing City property taxpayers through a higher City tax rate.
The abatement levy must be incorporated into the City's annual levy calculations and included in the preliminary
levy for Truth in Taxation purposes. The methodology for calculating the abatement must be clearly described in
the resolution authorizing the abatement.

IV. KEY STATUTORY LIMITATIONS
Maximum Annual Amount
The total amount of tax abatements granted by the City in any single year may not exceed the greater of: (1) ten
percent (10%) of the City's net tax capacity for the applicable taxes payable year, or (2) $200,000. Based on the
City's Pay 2026 net tax capacity of $1,805,032, the City's annual maximum abatement capacity is $200,000 (the
statutory floor exceeds 10% of net tax capacity at this level). The proposed annual abatement levy of $8,000 is
well within this limit.

Duration
The general maximum duration for a tax abatement is 15 years. If the authorizing resolution does not specify a
duration, the maximum is 8 years. The duration may be extended to 20 years if another political subdivision is
requested to participate and declines. The proposed abatement is structured for 5 years, well within the statutory
maximum.

Relationship to TIF
Parcels located within an active Tax Increment Financing (TIF) district may not be used for tax abatement. Tax
abatement may be applied to TIF parcels only after the TIF district has been decertified.

V. BUSINESS SUBSIDY LAW — NOT APPLICABLE
Minnesota Statutes, Sections 116J.993 to 116J.995 (the "Business Subsidy Act") impose certain requirements —
including a public hearing, a written subsidy agreement, and annual reporting — on local governments that
provide financial assistance meeting the statutory definition of a "business subsidy."
However, the Business Subsidy Act expressly excludes assistance below a minimum threshold. Under Minnesota
Statutes, Section 116J.993, Subd. 3(1), a business subsidy of less than $150,000 is not considered a "business
subsidy" for purposes of the Act.
        Key Point: The proposed $40,000 tax abatement (totaling $40,000 over five years) is well below
      the $150,000 statutory threshold. Accordingly, the Business Subsidy Act does not apply to this
      transaction. No separate business subsidy public hearing, subsidy agreement, or annual reporting is
      required.

The City may proceed with the tax abatement approval process under Sections 469.1812 to 469.1815 alone,
without the additional procedural requirements of the Business Subsidy Act.




                                                                                                                       129
                                                                                                      City of Kenyon
                                                                                                      Tax Abatement
                                                                                                              Page 3

VI. REQUIRED FINDINGS
Before approving a tax abatement, the City Council must make two statutory findings:
   The expected public benefits of the abatement equal or exceed its costs; and
   The use of tax abatement is in the public interest.

The statute identifies eight areas of public interest, any one or more of which may support the finding. For the
proposed grocery store abatement, the most applicable public interest grounds include:
   Preserving or stabilizing the City's tax base;
   Providing or helping to maintain access to goods and services for City residents; and
   Supporting employment opportunities within the City.

While there is no statutory "but for" test for tax abatement (unlike TIF), it remains prudent for the City to document
why the abatement assistance is needed to support the continued viability of the grocery store and why the public
benefits justify the cost to existing taxpayers. These findings should be stated in the approving resolution.

VII. APPROVAL PROCESS
The process for approving a tax abatement under Minnesota law is straightforward relative to other development
finance tools. The following steps are required:

   Step 1 – Determine Need and Capacity: Confirm the City's eligibility, the public interest findings, and that
    the proposed abatement is within the statutory annual limit.
   Step 2 – Determine Participation of Other Subdivisions: The City has independent authority to grant its
    own abatement. The County and School District may also be invited to participate, though their participation is
    not required. Each subdivision conducts its own independent process.
   Step 3 – Publish Notice of Public Hearing: Notice must be published in a newspaper of general circulation
    at least once, more than ten (10) days but fewer than thirty (30) days before the hearing. The notice must
    include the date, time, and place of the hearing; a statement that tax abatement will be considered;
    identification of the subject property; and the total estimated (not-to-exceed) amount of the abatement.
   Step 4 – Conduct Public Hearing: The City Council holds the required public hearing on the proposed tax
    abatement. Note: Because the proposed assistance is below the $150,000 Business Subsidy Act threshold,
    no separate business subsidy hearing is required — the single tax abatement public hearing satisfies all
    statutory notice requirements.
   Step 5 – Adopt Tax Abatement Resolution: Following the public hearing, the City Council adopts a
    resolution that includes: a statement of expected public benefits and findings; identification of the subject
    parcel(s); the calculation and limits of the abatement; the purpose and use of abatement revenues; the
    duration of the abatement; and any relationship to other abating political subdivisions.

VIII. TAX IMPACT ON EXISTING PROPERTY TAXPAYERS
Because the grocery store is an existing property and is not expected to contribute any material increase in
taxable value (tax capacity) to the City, the abatement levy does not generate any new tax base to offset its cost.
The full amount of the abatement levy is therefore spread across all existing taxable property in the City, resulting
in a higher City tax rate and increased property taxes for all existing taxpayers.
The table on the next page summarizes the estimated annual tax impact based on City of Kenyon Pay 2026 data
provided by the Minnesota Department of Revenue:




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                                                                                                     City of Kenyon
                                                                                                     Tax Abatement
                                                                                                             Page 4

 Description                                                         Amount
 City Tax Abatement Levy (Annual)                                    $8,000
 City Net Tax Capacity (Pay 2026)¹                                   $1,805,032
 Tax Rate Impact                                                     0.44321%
 Tax Impact on Average Residential Homestead²                        $9.41 per year
¹ Data source: MN Department of Revenue Property Tax History Data for City of Kenyon, Pay 2026.
² Average Residential Homestead Estimated Market Value (Pay 2026): $237,592.

Approval of this tax abatement will increase the City's property tax rate by approximately 0.443%, resulting in an
estimated additional annual tax burden of $9.41 for the owner of a home with an estimated market value of
$237,592 — the average residential homestead in Kenyon for Pay 2026. Over the five-year term of the
abatement, the cumulative additional tax on an average homestead would be approximately $47.05, assuming no
change in property values or tax rates.

IX. SUMMARY AND RECOMMENDATION
Tax abatement is a powerful and flexible economic development tool available to the City of Kenyon under
Minnesota law. The proposed use — providing $40,000 in financial assistance ($8,000 annually for five years) to
an established grocery store — is a permissible application of tax abatement authority.
Importantly, because the total proposed assistance of $40,000 is below the $150,000 threshold established in
Minnesota Statutes, Section 116J.993, Subd. 3(1), this transaction does not constitute a "business subsidy" under
the Business Subsidy Act. No separate business subsidy public hearing, written subsidy agreement, or annual
reporting obligations are triggered. The City need only follow the standard tax abatement approval process under
Sections 469.1812 to 469.1815.
The City Council should weigh the public benefit of retaining a grocery store — a critical community service —
against the modest but real cost to existing taxpayers. The estimated annual tax impact is $9.41 on the average
residential homestead, a relatively modest amount that reflects the small scale of the proposed abatement relative
to the City's overall tax base.
Northland Public Finance is available to assist the City with additional analysis that would be needed to identify
parcels to include in the project area, preparation of the required public hearing notice, and drafting of the tax
abatement resolution.



Northland Public Finance | 150 S. Fifth Street, Suite 3300, Minneapolis, MN 55402 | Tel 612-851-5900 |
www.northlandsecurities.com/public-finance | Member FINRA & SIPC | Registered with SEC & MSRB.
This memorandum has been prepared for informational purposes only. It does not constitute legal or tax advice.
The City should consult with its legal counsel, among others, before taking any action.




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                    PROFESSIONAL SERVICES AGREEMENT
                                    BY AND BETWEEN
                             THE CITY OF KENYON, MINNESOTA
                                           AND
                               NORTHLAND SECURITIES, INC.

                 FINANCIAL PLANNING SERVICES FOR TAX ABATEMENT

This Agreement made and entered into by and between the City of Kenyon, Minnesota
(hereinafter "City") and Northland Securities, Inc., of Minneapolis, Minnesota (hereinafter "NSI").

                                       WITNESSETH
WHEREAS, the City proposes to use Tax Abatement for the purposes provided for in Minnesota
Statutes, Sections 469.1812 through 469.1815, as amended (the “Act”) and to use the services
of NSI for financial planning assistance related to the review and establishment of the Tax
Abatement to assist a commercial property (the “Developer”) with the continued operation of a
grocery store in the City; and
WHEREAS, the Project is intended solely for financial planning and NSI is not providing advice
on the timing, terms, structure, or similar matters related to a specific bond issue; and
WHEREAS, NSI desires to furnish services to the City as hereinafter described.
NOW, THEREFORE, it is agreed by and between the parties as follows:

                          SERVICES TO BE PROVIDED BY NSI
The scope of work performed by NSI shall be based on the following factors:

1. The City requires financial services to assist with consideration of a request for Tax
   Abatement to provide financial assistance for the Project.
2. The City desires to consider the request and complete an analysis of financial assistance
   options and prepare for authorization of Tax Abatement pursuant to the Act.
NSI will undertake the following tasks:
The scope of work will undertake the process to establish the Tax Abatement. The work by NSI
does not include legal services to prepare or review legal documents nor any related contracts
with third parties. NSI will provide the following services:
1. Provide City with memorandum explaining the Act and authority and process for the City to
   consider a Tax Abatement for the Project.
2. Work with the City to set and distribute calendar of preliminary dates for the process to
   approve the Tax Abatement for the Project.
3. Collect from the City and analyze data for the establishment of the Tax Abatement,
   including, but not limited to:
   a) Other tax abatement projects previously approved by the City, if any.
   b) Parcels and property value subject to consideration of Tax Abatement for the Project.
   c) Rate of property taxation for the Project.




                                                                                                      132
   d) City map showing project location and parcel boundaries.
4. Calculate the maximum amount of new Tax Abatement, based on limitations in the Act, the
   City may be authorized to approve.
5. Calculate the estimated remaining capacity for the City to approve future Tax Abatement (for
   other projects in the future), should the City approve a Tax Abatement for the Project.
6. Assess and prepare recommendations for the Tax Abatement for the Project based on
   statutory requirements and limitations in the Act.
7. Work with, or review, the County Assessor’s Office estimate for taxable market for the
   Project, if applicable.
8. Work with the City to determine the maximum number of years for the Tax Abatement for
   the Project.
9. Prepare Tax Abatement plan for the Project.
10. Assist attorney to the City to draft the Tax Abatement resolution for the Project.
11. Assist Attorney to the City to prepare notice of hearings and comply with statutory
    requirements for mailing and publication.
12. Prepare memorandum of findings and summary of financial evaluation for the Project and
    need, and specific terms, for Tax Abatement assistance from the City to the Developer.
13. Prepare for and attend the public hearing for the Tax Abatement.
The scope of work shall include attendance at one in-person meeting with the City.

                                          COMPENSATION
NSI will bill the City monthly for actual services performed and reimbursable expenses. NSI will
be at an hourly billing rate of $315 per hour. NSI will bill monthly for actual services performed
and reimbursable expenses, including printing, mileage, and any other expenses incurred by NSI
related to the Project.

NSI estimates total billing to the City for the Project at $5,000, the actual amount may vary.
Invoices will detail the work performed and request compensation for the period.

The City may at its discretion authorize NSI to undertake additional tasks for the Project beyond
the tasks listed above, including assistance with calculation of tax abatement assistance
payments to the Developer, if so applicable. NSI will bill any additional planning services monthly
at a rate of $315 per hour.

The hourly billing rate of $315 per hour will increase each January 1, beginning with January 1,
2026, by a percentage equal to any increase in the Consumer Price Index for All Urban
Consumers (the "CPI") as published by the United States Department of Labor during the
preceding twelve months.

                          ASSIGNED NORTHLAND EMPLOYEE
The NSI employee responsible for providing services pursuant to this agreement and for the
services performed is Tammy Omdal, Managing Director.




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                                 SUCCESSORS OR ASSIGNS
The terms and provisions of this Agreement are binding upon and inure to the benefit of the City
and NSI and their successors or assigns.

                                         DISCLAIMER
In performing service under this agreement, NSI is relying on the accuracy of information provided
by the City and the services provided by Northland are based on current State Law. The parties
agree that the Minnesota property tax system and other laws may change and may affect the
accuracy and validity of services provided by NSI. NSI will perform its work using the best
available information.

                                  TERM OF THIS AGREEMENT
The City or NSI may terminate this agreement with thirty (30) days written notice by either the City
or NSI. In the event of early termination by the City, NSI shall provide the City with an itemized
hourly statement of services already provided. NSI will bill all outstanding billable hours at the
stated hourly rate should early termination occur.



Dated this _____ day of ____________, 2026.




                                              Northland Securities, Inc.

                                              By: ______________________________

                                              Title:   Managing Director




                                              City of Kenyon, Minnesota

                                              By: __________________________ ______
                                              Title: _________________________________




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 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          October 13, 2026

SUBMITTED BY:                  Holli Gudknecht, Administration

ITEM TYPE:                     New Business

AGENDA SECTION:                NEW BUSINESS

SUBJECT:                       Internal Loan Transfer

SUGGESTED ACTION:

ATTACHMENTS:
Resolution 2026-37 Joint_approving_interfund_loan_to_the_EDA_fund_from_the_electric_fund.doc




                                                                                               135
                                        JOINT RESOLUTION NO. 2026-37

                                      CITY OF KENYON
                           KENYON MUNICIPAL UTILITIES COMMISSION
                          KENYON ECONOMIC DEVELOPMENT AUTHORITY
                                    COUNTY OF GOODHUE
                                    STATE OF MINNESOTA

             RESOLUTION APPROVING AN INTERFUND LOAN TO THE EDA FUND
                            FROM THE ELECTRIC FUND

BE IT RESOLVED by the City Council of the City of Kenyon, Minnesota (the "City"), the Board of
Commissioners of the Kenyon Municipal Utilities Commission (the “Commission”) and Board of
Commissioners of the Kenyon Economic Development Authority (the “EDA”) as follows:

          Section 1.       Recitals.

          1.01.   City and Commission have created and maintain a fund for electric, etc. (the "Electric
Fund").

         1.02. EDA has created and maintained a fund for economic development and land purchases,
etc. (the “EDA Fund”).

       1.03.      The EDA Fund needs $350,000 for acquisition of land for economic development
purposes.

       1.04. The City, Commission and EDA find that it is in the best interests of the City, the
Commission and the EDA to use an interfund loan for acquisition of land for economic development
purposes.

        1.05. The City and the Commission desire to make an interfund loan in the amount of $350,000
from the Electric Fund to the EDA Fund to be paid and amortized over ten (10) years at two (2.0%)
percent annual interest.

       1.06. The loan from the Electric Fund will be repaid from the EDA Fund, with such repayment
to be made according to the terms of the amortization schedule attached hereto as Exhibit A.

          Section 2.       Approval and Repayment of the Loan.

          2.01.   The above-referenced Recitals are hereby incorporated into this Resolution.

       2.02.      A loan in the amount of $350,000 from the Electric Fund to the EDA Fund is hereby
approved.

       2.03. Principal and interest payments (the “Payments”) on the interfund loan shall be made at
the times revenue sources are available to make installment payments according to the amortization
schedule attached as Exhibit A. Payments will be credited to the Electric Fund from which the
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                                                                                                           136
interfund loan was drawn. All Payments shall be applied first to accrued interest, and then to unpaid
principal of the interfund loan.

        2.04. In the event that the EDA Fund is discontinued, the interfund loan shall become
immediately due and payable and all remaining Payments shall be made from the EDA Fund to the
Electric Fund.

       2.05. The principal sum and all accrued interest payable under the Interfund Loan is pre-
payable in whole or in part at any time by the EDA without premium or penalty.

       2.06. The City, Commission and EDA may from time to time amend the terms of this
Resolution to the extent permitted by law, including without limitation, amendment to the payment
schedule and the interest rate.

        2.07. The City, Commission, and EDA, and City, Commission, and EDA staff and consultants
are authorized and directed to take all actions necessary to effectuate the interfund loan according to the
terms and conditions set forth in this Resolution.

         Approved by the City Council of the City of Kenyon this 13th day of October, 2026.

                                                        _________________________________
                                                        Donald Kirchmann, Mayor
ATTEST:

________________________________
Scott Lehner, City Administrator


       Approved by the Board of Commissioners of the Kenyon Municipal Utilities Commission this 20th
day of October, 2026.
                                                  _________________________________
                                                  Jerry Houglum, Chair
ATTEST:

________________________________
Scott Lehner, City Administrator


       Approved by the Board of Commissioners of the Kenyon Economic Development Authority this
____ day of October, 2026.
                                                _________________________________
                                                John Mortenson, Chair
ATTEST:

________________________________
Scott Lehner, City Administrator

                                                    2
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                                                 EXHIBIT A

                                        AMORTIZATION SCHEDULE

 Interfund loan from Electric to EDA

 Amount:                                  $350,000

 Compound Period:                         Monthly

 Nominal Annual
 Rate:                                    2.0%

 Term:                                    10 years


                                        [Insert Amortization Schedule]




                                                     A-1
DOCSOPEN\KE200\220\1124185.v4-10/9/26
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Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 13, 2026

SUBMITTED BY:        Holli Gudknecht

ITEM TYPE:           Miscellaneous

AGENDA SECTION:      F.Y.I. - Department Updates

SUBJECT:             FYI - October 13, 2026

SUGGESTED ACTION:

ATTACHMENTS:
10-13-26 FYI.pdf




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