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CITY OF ST. JOSEPH www.cityofstjoseph.com “A safe and welcoming community valuing open communication and civic trust while maintaining the enduring spirit of small-town life.” 75 Callaway Street East | Saint Joseph, Minnesota 56374 Email: cityoffices@cityofstjoseph.com | Phone: 320.363.7201 | Fax 320.363.0342 St. Joseph City Council August 18, 2025 6:00 PM Join Zoom Meeting https://us06web.zoom.us/j/85934223635?pwd=RMIMCTMUqxytpabmBOo1mPCNn1zvdh.1 Meeting ID: 859 3422 3635 Passcode: 638989 1. 6:00 PM Call to order - Pledge of Allegiance 2. Emergency Personnel Recognition 3. Public Comments Up to 3 speakers will be allowed for up to 3 minutes each to address the council with questions/concerns/comments (regarding an item NOT on the agenda). No Council response or action will be given/taken other than possible referral to Administration. 4. Approve Agenda 5. Consent Agenda a. Minutes – Requested Action: Approve the minutes of August 4, 2025. b. Bills Payable – Requested Action: Approve Check Numbers 63163-63183, Payroll & Account Payable EFT #3786-3798; ACH Accounts Payable #2400488-2400528; Regular Pay Period 16 & Supplemental Seasonal. c. Financial Report – Requested Action: Accept the July 2025 financial reports as presented. d. Donations – Requested Action: Approve Resolution 2025-056 accepting donations. e. Payment Application 1 – CSAH 2 & MN St – Requested Action: Approve payment application 1 for the CSAH 2/MN Street roundabout in the amount of $36,374.30. f. Conditional Use Permit, Minor Recreational Vehicle and Automobile Sales – 8075 Sterling Drive – Requested Action: Approve Resolution 2025-053 approving a conditional use permit for minor recreational and vehicle sales at 8075 Sterling Drive. g. Supplemental Letter Agreement – Requested Action: Approve the Supplemental Letter Agreement for construction services of the 2025 Street Improvement Project. 6. Continuation of Public Hearing for 2025 Street Improvements 7. Zoning Text Amendment, Cannabis Cultivation in B-2 Highway Business District and L-I Light Industrial District 8. Rivers Bend 5 Preliminary & Final Plat 9. Labor Peace Agreement – Red Pine Group 10. Department Reports 11. Mayor and Council Reports/Updates 12. Adjourn August 4, 2025 Page 1 of 4 Pursuant to due call and notice thereof, the City Council for the City of St. Joseph met in regular session on Monday, August 4, 2025, at 6:00PM in the St. Joseph Government Center. Members Present: Mayor Adam Scepaniak, Councilmembers Adam Schnettler, Andrew Mooney, Kevin Kluesner, Kelly Beniek City Representatives Present: City Administrator David Murphy, City Clerk Kayla Klein, Finance Director Lori Bartlett, Public Works Director Ryan Wensmann, Police Chief Dwight Pfannenstein, City Engineer Randy Sabart, Planning Consultant Therese Haffner Public Comments: Patricia Gangl, 316 7th Ave SE: Gangl questioned if the city is enforcing the weed ordinance as the open lot across from her has weeds overgrown. Shaun Tetreault: Introduced himself to the council. He has submitted a zoning text amendment to allow for cannabis cultivation in the B-2 zoning district. Approve Agenda: Kluesner moved to approve the agenda; seconded by Mooney and passed unanimously. Consent Agenda: Kluesner moved to approve the consent agenda, pulling items 4c and 4d for further discussion; seconded by Schnettler and passed unanimously. a. Bills Payable – Requested Action: Approve Check Numbers 63130-63162, Payroll & Account Payable EFT #3774-3785; ACH Accounts Payable #2400456-2400487; Regular Pay Period 15 and Firefighters. b. Transfers – Requested Action: Approve the transfers as presented. c. Pay Application #2 CSAH 133 Roundabout and Elm St Extension – Requested Action: Execute payment application no. 2 for the local portion of funding for the CSAH 133 and Elm St Extension Project. d. Accept Resignation & Authorize Hiring for Replacement – Requested Action: Accept the resignation of Officer Madison Honer and authorize the hiring process for her replacement. Public Hearing – Delinquent Accounts to be Assessed: Property owner located at 916 3rd Ave NE is requesting their unpaid utility account be considered for assessment. This process will allow the remaining balance to be paid through taxes. Mayor Scepaniak opened the public hearing. As no one present wished to speak, Scepaniak closed the public hearing. Kluesner moved to approve Resolution 2025-048 Adopting Assessment for Outstanding Invoices; seconded by Mooney and passed unanimously. Public Hearing – 2025 Street Improvement Assessment Hearing: City Engineers Randy Sabart and Bryce Johnson presented the 2025 Street Improvement project, providing an overview of the assessment costs and how they were calculated. Mayor Scepaniak opened the public hearing. Nancy Notch, 406 8th Ave NE: Notch asked why she is getting assessed $4,000 for a road that wasn’t built correctly in the first place. She is 84 years old and cannot afford to pay the assessment amount. Ron Eiynck, 13 4th Ave NW: Eiynck stated this is the 3rd time he is being assessed since living in the city and questions the need for the improvement. Regarding MN Street, Eiynck believes the road needs to be maintained and the street needs to be striped. Eiynck asked if everyone in the city pays for street lights and whether this improvement will increase that fee. Deb Williams, 806 Dale St: Williams asked when the project would start and when it would be completed. She also asked if the project came in under budget, if the property owners would be refunded any of the assessment amount. Williams also confirmed that the interest on the assessment did decrease from 5.25% down to 5%. August 4, 2025 Page 2 of 4 Tim McPhee, 507 MN St W: McPhee asked how long the road will last after these improvements. McPhee also expressed concerns with the higher rate of speed on MN Street and if there is anything that can be done. Patricia Gangl, 316 7th Ave SE: Gangle asked if anyone goes out and looks at the streets to see if they need to be redone as she feels her street doesn’t need to be. Gangle asked what the improvement will consist of. The city, working with SEH do look at the conditions of the road. This project will be 1 ½ “ mill and overlay. Dennis Butkowski, 1304 Eagle Ridge Dr: Butkowski asked what other towns assess their residents for street improvements as he doesn’t know of any other city that does this. Butkowski noted that there must be other ways to generate revenue to cover the costs of road improvements. Sabart responded that a majority of cities assess for street improvements and that its rare for a city not to. The differences between each city could be the percentage amount that the residents are responsible for. Ron Eiynck, 13 4th Ave NW: Eiynck brough up a project that was done years ago where residents hired their own attorneys and the city capped assessments for the residents. He posed to those in attendance to maybe think about doing that the next time they are assessed for street improvements. City Administrator Murphy reported that two official objections were received from the following property owners: Eleanor Kiel at 105 Able Court; and Nancy Notch at 406 8th Ave NE. Mayor Scepaniak closed the public hearing at 6:51PM. Kluesner moved to approve resolution 2025-049 Awarding Bid; seconded by Mooney. The vote was taken by role call. Schnettler: Nay Motion Carried 4-1 Kluesner: Aye Scepaniak: Aye Beniek: Aye Mooney: Aye Kluesner moved to approve resolution 2025-050 adopting final assessment for the 2025 Street Improvements; seconded by Scepaniak. The vote was taken by role call. Schnettler: Nay Motion Carried 3-2 Kluesner: Aye Scepaniak: Aye Beniek: Nay Mooney: Aye Kuepers Development: Planning Consultant Therese Haffner provided an overview for the requested actions regarding the Kuepers Development. Council reviewed the request at the June 16th meeting and tabled action in order to gather additional project information. A revised site plan was presented to the council on July 21st at a work session that had the following changes: eliminating the proposed access on 18th Ave SE; eliminating the proposed north-south access to the existing apartment complex development to the south; providing surmountable curbs and drivable grass surface at 18th Ave for emergency vehicles; and extending the sidewalk to connect directly to 18th Ave SE. The developer has requested that the sidewalk construction be completed at the time that MN Street is improved from a rural street to urban. The Preliminary Planned Unit Development (PUD) is to consolidate three parcels into one lot for a 42-unit apartment building. The lots are currently zoned B-2 Highway Business and the proposal is to rezone to R-3 Multi-Family with a PUD overlay. The first action would be on the future land use amendment, followed by action on the rezone request, and then action on the Preliminary PUD. If approved by the council the applicants would need to come back with a Final PUD, Vacation of Easements, and Preliminary and Final Plat submittals. The PUD provides public benefit through stormwater dedication needs and adds needed housing in the area. The site design ensures compatibility with adjacent uses and long-term infrastructure planning. August 4, 2025 Page 3 of 4 A trip generation memo was prepared by SEH. The existing parcels as they are zoned today are expected to generate approximately 1,089 daily trips while the proposed zoning as R-3 is expected to generate 283 daily trips. The land use amendment would need a super-majority vote in order to pass. Councilmember Beniek is concerned with the safety in the area and that the request it to not have the sidewalks installed until MN St is reconstructed. Additionally, Beniek was not impressed with the traffic generation memo and would rather have had a traffic count showing current conditions. Beniek appreciates some of the changes implemented by Kuepers; however, safety needs to be addressed. Scepaniak clarified that the current way it’s zoned that the site could be a potential hotel as a permitted use. Haffner confirmed that was correct. Scepaniak currently owns a business in a strip mall and can attest to the amount of traffic that can be brought in if it’s a commercial use. Schnettler asked if there is an economic projection on the project. Haffner responded that regarding economic development, you need housing. Murphy added that multi-family housing is taxed at a higher rate than a single- family residence. This developer has not assed for any subsidies or tax breaks which is helpful to the city. Mooney made a motion to approve Resolution 2025-051 Approving a Comprehensive Plan Amendment to the Future Land Use Map and Adopting Findings of Fact. The motion was seconded by Kluesner and the vote was taken by role call. Schnettler: Aye Motion Carried: 4-1 Kluesner: Aye Scepaniak: Aye Beniek: Nay Mooney: Aye Schnettler moved to approve Resolution 2025-052 Adopting Findings of Fact Related to a Rezoning Request from B2 Highway Business District to R3 Multiple Family Residential PUD – Planned Unit Development. The motion was seconded by Kluesner and the vote was taken by role call. Schnettler: Aye Motion Carried: 4-1 Kluesner: Aye Scepaniak: Aye Beniek: Nay Mooney: Aye Scepaniak moved to approve Ordinance 2025-007 An Ordinance Establishing the Zoning of Certain Property from B-2 Highway Business to R-3 Multi-Family PUD. The motion was seconded by Kluesner and the vote was taken by role call. Schnettler: Aye Motion Carried: 4-1 Kluesner: Aye Scepaniak: Aye Beniek: Nay Mooney: Aye Conditions on the preliminary PUD include: • Construction of stormwater ponding to be completed with construction • Sidewalks along the east, north, and west side of the lot should be constructed at time of development • Double the capacity of the refuse receptacles at the property • Additional trees planted along 18th Avenue and along the south side of the property near the garages Scepaniak moved approve the Preliminary PUD Plan with the following amendments. • Construction of stormwater ponding to be completed with construction • Sidewalks along the east, north, and west side of the lot should be completed at the time of construction • Double the capacity of the refuse receptacles at the property August 4, 2025 Page 4 of 4 • Additional trees planted along 18th Avenue The motion was seconded by Kluesner and the vote was taken by role call. Schnettler: Aye Motion Carried: 5-0 Kluesner: Aye Scepaniak: Aye Beniek: Aye Mooney: Aye Department Reports: Murphy reported that city hall will be closing early on Friday, August 15th for an employee wellness picnic at Rivers Bend Park. Notice will be posted at city hall and on the website and Facebook page. Mayor and Council Reports/Updates: Beniek added that the Farmers Market will be celebrating their 25th Anniversary. Scepaniak stated that the August council work session may be cancelled due to a community center meeting conflict. Adjourn: Kluesner made a motion to adjourn the meeting at 7:31PM; seconded by Schnettler and passed unanimously. Kayla Klein City Clerk STAFF MEMO Prepared by: Debbie Kulzer, Finance Tech Meeting Date: 8/18/25 ☒ Consent Agenda Item ☐ Regular Agenda Item Agenda Item # 5b Reviewed by: Item: Bills Payables Priority N/A ACTION REQUESTED Approve the bills payable as presented. BOARD/COMMISSION/COMMITTEE RECOMMENDATION none PREVIOUS COUNCIL ACTION See below REFERENCE AND BACKGROUND The council approved staff to make the following payments through the payroll contracts, regular monthly invoices with due dates prior to the next scheduled council meeting, or actions taken at previous council meetings. The information here is to provide you with all checks and electronic payments made for verification of the disbursement completeness. BUDGET IMPACT Bills Payable – Checks Mailed Prior to Council Approval Regular PP 16 & Supplemental (Seasonal) $77,123.93 Payroll & Accounts Payable EFT #3786 - #3798 $100,034.57 ACH Accounts Payable #2400488 - #2400528 $115,299.33 Check Numbers #63163 - #63178 $773,097.17 Total $1,065,555.00 Bills Payable – Checks Awaiting Council Approval Check Numbers - #63179 - #63183 $857.86 Total $857.86 Total Budget/Fiscal Impact: $1,066,412.86 Various Funds STAFF RECOMMENDED ACTION Approve the bills payable as presented. SUPPORTING DATA/ATTACHMENTS Bill listing by EFT, paid prior to council approval and awaiting to be paid upon council approval. GL Check Check Vendor Invoice Invoice Check Period Issue Date Number Number Payee Number GL Account Amount 25-Aug 8/6/2025 ACH PAYROLL REG PP 16 VARIOUS 74,605.45$ 25-Aug 8/8/2025 ACH PAYROLL Supplemental (Seasonal)VARIOUS 2,518.48$ 25-Jul 7/31/2025 3786 108294 MAGNIFI DEBIT CARD JULY 25 STMT 101-43125-230 184.23$ 25-Aug 8/6/2025 3786 106468 AMERICAN FUNDS PR0801251 101-21705 200.00$ 25-Jul 7/31/2025 3787 108126 WEX 0002191767-IN 101-41430-300 22.00$ 25-Aug 8/6/2025 3787 1224 EFTPS PR0801251 101-21703 23,740.05$ 25-Aug 8/6/2025 3788 897 MN DEPARTMENT OF REVENUE PR0801251 101-21702 5,036.30$ 25-Aug 8/6/2025 3789 63 PERA PR0801251 101-21704 20,856.08$ 25-Aug 8/6/2025 3790 105209 SENTRY BANK PR0801251 101-21715 1,272.92$ 25-Aug 8/6/2025 3791 106189 VOYA FINANCIAL PR0801251 101-21705 2,450.00$ 25-Aug 8/6/2025 3792 108126 WEX PR0801251 101-21715 756.25$ 25-Aug 8/12/2025 3793 106514 DELTA DENTAL RIS0006515532 101-21706 2,590.34$ 25-Aug 8/12/2025 3794 108269 FORTE PAYMENTS INC 313787 101-41430-300 230.85$ 25-Aug 8/12/2025 3795 107068 MEDICA Aug-25 101-21706 42,184.32$ 25-Aug 8/12/2025 3796 1349 NCPERS GROUP LIFE INSURANCE AUGUST - INV 735000082025 101-21711 73.00$ 25-Aug 8/12/2025 3797 106563 PAYMENT SERVICE NETWORK 0014014585 & 0014014825 101-41430-300 235.40$ 25-Aug 8/12/2025 3798 106543 THE HARTFORD 3.95928E+11 101-21711 202.83$ 25-Jul 7/31/2025 2400488 108310 ACME TOOLS 14696747 101-45202-214 169.00$ 25-Jul 7/31/2025 2400488 108310 ACME TOOLS 14713617 602-49450-214 25.97$ 25-Jul 7/31/2025 2400489 106404 AMERICAN DOOR WORKS 00-031274 101-43201-220 375.10$ 25-Jul 7/31/2025 2400490 38 AUTO VALUE PARTS STORES - WEST 8141598 101-43125-230 32.18$ 25-Jul 7/31/2025 2400490 38 AUTO VALUE PARTS STORES - WEST 8142264 101-43201-210 6.98$ 25-Jul 7/31/2025 2400491 106682 BROTHERS FIRE & SECURITY W42960 601-49421-300 365.00$ 25-Jul 7/31/2025 2400492 1265 CINTAS CORPORATION NO. 2 JUNE 25 STMT 101-41430-210 1,421.87$ 25-Jul 7/31/2025 2400493 103781 MIDWEST TESTING LLC 6420 601-49430-300 14,894.00$ 25-Jul 7/31/2025 2400493 103781 MIDWEST TESTING LLC 6424 601-49430-300 11,163.00$ 25-Jul 7/31/2025 2400494 1197 MN MUNICIPAL UTILITIES ASSOC 66671 602-49450-300 100.00$ 25-Jul 7/31/2025 2400495 1616 MVTL LABORATORIES INC 1314764 602-49480-312 572.50$ 25-Jul 7/31/2025 2400495 1616 MVTL LABORATORIES INC 1315860 602-49480-312 160.50$ 25-Jul 7/31/2025 2400496 105529 NELSON SANITATION & RENTAL INC INV/2025/10306 101-45202-300 110.00$ 25-Jul 7/31/2025 2400496 105529 NELSON SANITATION & RENTAL INC INV/2025/9893 101-45202-300 110.00$ 25-Jul 7/31/2025 2400496 105529 NELSON SANITATION & RENTAL INC INV/2025/9894 101-45202-300 110.00$ 25-Jul 7/31/2025 2400496 105529 NELSON SANITATION & RENTAL INC INV/2025/9895 101-45202-300 65.00$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-382848 109-43201-580 17.99$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-383147 101-43120-230 28.74$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-383201 101-42152-230 11.89$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-383579 101-43125-230 90.06$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-383949 101-43120-230 2.99$ 25-Jul 7/31/2025 2400497 106764 O REILLY AUTO PARTS 5771-383958 101-43120-230 3.77$ 25-Jul 7/31/2025 2400498 103475 POWERHOUSE OUTDOOR EQUIP 736443 101-45202-210 37.98$ 25-Jul 7/31/2025 2400498 103475 POWERHOUSE OUTDOOR EQUIP 737561 101-45202-230 40.94$ 25-Jul 7/31/2025 2400499 107580 QUADIENT POSTAGE FUNDING 07.13.25 603-43230-201 500.00$ 25-Jul 7/31/2025 2400500 105873 RIDGEWOOD CONTRACTING LLC 20949 101-45202-220 84.00$ 25-Jul 7/31/2025 2400501 103545 SUMMIT FIRE PROTECTION 3404010 101-43120-230 144.00$ 25-Jul 7/31/2025 2400502 307 TRAUT COMPANIES 381075 601-49420-312 140.00$ 25-Jul 7/31/2025 2400503 107953 WEISMAN CLEANING INC 7529 101-41942-300 1,710.00$ 25-Aug 8/6/2025 2400504 1238 AFSCME COUNCIL 65 29 101-21707 877.24$ 25-Aug 8/6/2025 2400505 106404 AMERICAN DOOR WORKS 00-031627 101-43201-220 195.00$ 25-Aug 8/6/2025 2400506 38 AUTO VALUE PARTS STORES - WEST 8142948 101-43125-230 25.87$ 25-Aug 8/6/2025 2400506 38 AUTO VALUE PARTS STORES - WEST 8142965 101-43125-230 40.02$ 25-Aug 8/6/2025 2400507 106494 BRUNO PRESS 29 220-46500-300 750.00$ 25-Aug 8/6/2025 2400508 106494 BRUNO PRESS 29 250-46500-300 450.00$ 25-Aug 8/6/2025 2400509 102871 C & L EXCAVATING INC 20250149 101-45202-300 2,175.00$ 25-Aug 8/6/2025 2400510 106489 COUNTRY MANOR ST. JOSEPH 2025 1ST HALF TAX ABATE IDS 250-46500-622 4,691.00$ 25-Aug 8/6/2025 2400511 108422 DELL MARKETING LP 10826085648 421-42152-581 34,186.40$ 25-Aug 8/6/2025 2400512 106875 DTM FLEET SERVICE 2534 109-42152-580 6,289.77$ 25-Aug 8/6/2025 2400513 108394 FACTORY MOTOR PARTS 124-290526 602-49450-230 87.59$ 25-Aug 8/6/2025 2400514 342 FASTENAL COMPANY MNST1221544 101-43201-210 12.71$ 25-Aug 8/6/2025 2400514 342 FASTENAL COMPANY MNST1221553 101-43201-210 12.71$ 25-Aug 8/6/2025 2400515 95 GOPHER STATE ONE CALL 5070770 602-49490-319 103.95$ 25-Aug 8/6/2025 2400516 103063 INSPECTRON INC 1608 101-42401-300 9,500.00$ 25-Aug 8/6/2025 2400517 108295 JK TECHNOLOGIES 1188 101-41942-220 85.00$ 25-Aug 8/6/2025 2400518 1145 LAW ENFORCEMENT LABOR SERVICES 29 101-21707 584.00$ 25-Aug 8/6/2025 2400519 106014 MCDOWALL COMPANY 23769 101-41942-220 1,014.00$ 25-Aug 8/6/2025 2400520 105686 MELROSE 1 STOP 0063358 101-43125-230 23.26$ 25-Aug 8/6/2025 2400521 146 MIDWAY IRON AND METAL INC 612915 101-43201-210 14.96$ 25-Aug 8/6/2025 2400522 103781 MIDWEST TESTING LLC 6425 601-49430-300 11,352.00$ 25-Aug 8/6/2025 2400523 107738 MIKE'S ELECTRIC 300 101-45202-300 300.00$ 25-Aug 8/6/2025 2400524 1197 MN MUNICIPAL UTILITIES ASSOC 66824 602-49450-300 700.00$ 25-Aug 8/6/2025 2400525 106764 O REILLY AUTO PARTS 5771-384311 101-45202-230 45.27$ 25-Aug 8/6/2025 2400525 106764 O REILLY AUTO PARTS 5771-384450 101-42152-230 37.26$ 25-Aug 8/6/2025 2400525 106764 O REILLY AUTO PARTS 5771-384580 101-42152-230 10.58$ 25-Aug 8/6/2025 2400525 106764 O REILLY AUTO PARTS 5771-385101 101-43201-210 9.99$ 25-Aug 8/6/2025 2400525 106764 O REILLY AUTO PARTS 5771-38747 101-43125-230 24.31$ 25-Aug 8/6/2025 2400526 103475 POWERHOUSE OUTDOOR EQUIP 737827 101-45202-210 33.99$ 25-Aug 8/6/2025 2400526 103475 POWERHOUSE OUTDOOR EQUIP 738118 101-45202-210 33.99$ 25-Aug 8/6/2025 2400527 108383 RUIS GROUP LLC 07.31.25 402-45205-300 9,000.00$ 25-Aug 8/6/2025 2400528 307 TRAUT COMPANIES 381480 601-49420-312 140.00$ 25-Jul 7/31/2025 63163 108420 AFFORDABLE LAWN SERVICES LLC 3082 101-43120-300 893.00$ 25-Jul 7/31/2025 63164 108234 GOLD STAR MOWING & SERVICES INC.251277 101-45202-300 375.00$ 25-Jul 7/31/2025 63165 36 HAWKINS INC 7139651 601-49420-210 569.30$ 25-Jul 7/31/2025 63165 36 HAWKINS INC 7141091 601-49421-210 1,920.18$ 25-Jul 7/31/2025 63166 108421 JANORESCHKE, MARK REFUND OVERCHARGE PERMIT 001-10107 510.00$ 25-Jul 7/31/2025 63167 104881 MINNESOTA FIRE SERVICE BOARD 14496 210-42240-433 524.00$ 25-Jul 7/31/2025 63167 104881 MINNESOTA FIRE SERVICE BOARD 14530 210-42240-433 75.00$ 25-Jul 7/31/2025 63168 108072 MOMENTUM TRUCK GROUP X194230383:01 101-45202-230 179.78$ 25-Jul 7/31/2025 63168 108072 MOMENTUM TRUCK GROUP X194230383:02 101-43125-230 1,217.99$ 25-Aug 8/6/2025 63169 104694 BADGER METER INC 80204375 601-49430-300 2,701.83$ 25-Aug 8/6/2025 63170 104893 COLD SPRING CO-OP JULY 25 STMT 101-43120-210 131.58$ 25-Aug 8/6/2025 63171 108301 FLEETPRIDE INC 127672494 101-43125-230 8.56$ 25-Aug 8/6/2025 63172 108423 HANSON-LANE, KAY 08.05.25 101-45202-34782 200.00$ 25-Aug 8/6/2025 63173 104070 PRECISION MOTOR SPORTS Quote # 280 101-45202-230 33.97$ 25-Aug 8/6/2025 63174 108095 SNAP-ON INDUSTRIAL ARV / 65299901 110-43201-580 468.53$ 25-Aug 8/6/2025 63175 611 STEARNS COUNTY HIGHWAY DEPARTM 126-2025 417-43120-530 263,100.61$ 25-Aug 8/6/2025 63176 107773 STERICYCLE INC 8011576061 101-42120-300 73.95$ 25-Aug 8/6/2025 63177 108424 UNIQUE TITLE AND ESCROW INC 08.05.25 420-43120-36100 84.73$ 25-Aug 8/12/2025 63178 103143 HOME TOWN TITLE RESOLUTION 2025-20 110-42120-520 500,029.16$ 25-Aug 8/13/2025 63179 100037 COLLEGE OF ST. BENEDICT 2509 101-45204-308 270.00$ 25-Aug 8/13/2025 63180 592 GALLS INC 032010867 101-42120-171 109.94$ 25-Aug 8/13/2025 63180 592 GALLS INC 032057526 101-42120-171 186.94$ 25-Aug 8/13/2025 63180 592 GALLS INC 032057543 101-42120-171 12.99$ 25-Aug 8/13/2025 63180 592 GALLS INC 032057544 101-42120-171 9.99$ 25-Aug 8/13/2025 63181 108395 OFFICE OF MNIT SERVICES DV25070441 101-42151-320 40.00$ 25-Aug 8/13/2025 63182 611 STEARNS COUNTY HIGHWAY DEPARTM 133-2025 101-41910-300 90.00$ 25-Aug 8/13/2025 63183 571 STEARNS COUNTY RECORDER 202500000-555, 601,633 101-41910-431 138.00$ Payroll $77,123.93 Accounts Payable & Payroll EFT $100,034.57 ACH Accounts Payable $115,299.33 Check #'s $773,097.17 Council Approval Checks $857.86 $1,066,412.86 STAFF MEMO Prepared by: Lori Bartlett Meeting Date: 8-18-25 ☒ Consent Agenda Item ☐ Regular Agenda Item Agenda Item # 5c Reviewed by: Item: July Treasurer’s Report Priority: NA ACTION REQUESTED Consider acceptance of the treasurer’s reports through July 2025. BOARD/COMMISSION/COMMITTEE RECOMMENDATION none PREVIOUS COUNCIL ACTION Adopted 2025 budget on December 2, 2024. The council approved the 1st and 2nd quarters and monthly financial reports through June 2025. REFERENCE AND BACKGROUND Cash/investment presented as July 31, 2025. Budget to actual reports attached for Council review. The cash and investment balance increased $977,124 from the beginning of the year. The first half tax and assessment settlements were received along with the first half LGA (local government state aid). The city is cash flowing the 2025 street and roundabout projects until the 2025 bond proceeds are received in Oct. The purchase of the old Casey’s building will draw the cash balance down. The purchase is funded with cash reserves in the debt relief fund. Investment earnings average 3.81% interest rate with an average maturity of 26 months. Interest earnings for July equaled $51,377 on an ending cash balance of $26,977,617. The change in market value decreased $18,426 in July. Recorded interest earnings as of July 31st total $400,385. The General Fund spent 56% of the expenditure budget and received 53% of the revenue budget at the end of July. While revenues and expenditures are operational in nature, there are a couple of items to point out. Electric and gas franchise fees are well above last year’s fees. Council increased fees with the ordinance renewals for Xcel Energy and Stearns Electric. Rental housing revenue is slightly over budget. The renewals are due by Aug. 1st. A couple of properties remain outstanding for their inspections. The inspections have been scheduled. The state municipal aid has been received totaling $111,044. The MSAS aid funds street maintenance activities. Cross walk painting was completed in early summer. A few capital expenditures were incurred. Squad 703 and 705 plus equipment buildout, ACA and CIP software, mechanic tools, police camera equipment, pickleball courts, 2025 computer replacements and CR121 pedestrian crossing were expensed. The Enterprise funds spent 30% (less depreciation) and received 34% of the revenue budget. The revenue includes usage billed for Jan. through May. Other revenues such as interest earnings and cellular antenna leases are received monthly. Expenses are for seven operational months. The water fund incurred costs associated with water main breaks with the extreme cold and warm up in Jan/Feb. Operating supplies and professional services under water distribution are significant. The 500 cellular meter conversion project began in July. All but 22 accounts were converted to cellular read meters. In the sewer fund, a permanent diesel generator was installed at the CR121 lift station. Other expenses are operational in nature for July including contract payments for sewer treatment, refuse/recycling and composting. The new utility truck was expensed out of the enterprise funds. BUDGET IMPACT Information only STAFF RECOMMENDED ACTION Accept the treasurer’s reports through July 2025. SUPPORTING DATA/ATTACHMENTS Financial Statements – Cash Allocation Financial Statements – General Fund Financial Statements - Enterprise Funds CITY OF ST JOSEPH COMBINED CASH INVESTMENT JULY 31, 2025 COMBINED CASH ACCOUNTS 001-10100GENERAL CHECKING26,977,616.89 TOTAL COMBINED CASH26,977,616.89 001-10199CASH ALLOCATED TO OTHER FUNDS( 26,977,616.89) TOTAL UNALLOCATED CASH.00 CASH ALLOCATION RECONCILIATION 101ALLOCATION TO GENERAL FUND2,942,072.18 102ALLOCATION TO EMPLOYEE RETIREMENT RESERVE406,584.84 106ALLOCATION TO PUBLIC SAFETY AID75,009.00 108ALLOCATION TO CABLE PEG ACCESS FEE8,365.66 109ALLOCATION TO GENERAL CAPITAL OUTLAY606,133.96 110ALLOCATION TO DEBT SERVICE RELIEF914,243.11 200ALLOCATION TO ST CLOUD AREA LOCAL SALES TAX1,402,887.10 205ALLOCATION TO PARK DEDICATION FEES146,949.67 210ALLOCATION TO FIRE DEPARTMENT674,510.62 215ALLOCATION TO CHARITABLE GAMBLING2,278.87 220ALLOCATION TO CVB35,709.87 225ALLOCATION TO DEED CDAP HOUSING GRANTS59,827.86 250ALLOCATION TO EDA109,478.65 251ALLOCATION TO REVOLVING LOAN FUND593,360.34 253ALLOCATION TO TIF 4-1 FORTITUDE SENIOR APTS40,388.64 257ALLOCATION TO TIF 2-1 MILLSTREAM SHOPS LOFTS48,316.01 259ALLOCATION TO TIF 2-3 BAYOU BLUES ALLEY FLAT1,309.63 301ALLOCATION TO 2016 CIP BONDS \[GOVT CENTER\]155,942.68 302ALLOCATION TO 2022A GO ABATE BONDS\[COMMCTR1\]1,306,122.31 304ALLOCATION TO 2016 IMP BONDS \[FIELD ST\]203,066.16 307ALLOCATION TO 2019A IMP BONDS \[OVERLAYS\]249,175.64 308ALLOCATION TO 2019A IMP BONDS \[IND PARK\]1,382,250.12 309ALLOCATION TO 2020A EQUIPMENT CERTIFICATES24,981.79 310ALLOCATION TO 2020B IMP BONDS \[20TH AVE SE\]411,862.41 311ALLOCATION TO 2021 IMP BOND \[MN ST/OVERLAYS\]716,254.08 312ALLOCATION TO 2020B CIP BONDS \[SHOP 3\]36,244.87 314ALLOCATION TO 2020C CO REFUND \['14 PARK TER\]88,010.69 315ALLOCATION TO 2022 IMP BONDS \[OVERLAYS\]202,368.76 316ALLOCATION TO 2022A EQUIP CERT \[FD TRUCK\]160,446.32 317ALLOCATION TO 2023A IMP \[OVERLAY/ELM ST ROW\]192,572.62 318ALLOCATION TO 2023A EQUIP CERT \[GEN EQ\]69,344.79 319ALLOCATION TO 2024A GO IMP BONDS \[ST IMP\]240,970.32 320ALLOCATION TO 2025A GO IMP BONDS \[ST IMP\]( 18.78) 321ALLOCATION TO 2025A EQUIP CERT \[GEN EQ\]( 6.10) 402ALLOCATION TO COMMUNITY CENTER/YMCA PHASE I6,106,688.57 417ALLOCATION TO 2023 ST IMP/'24 ELM ST ROW ACQ538,165.43 418ALLOCATION TO 2023 EQUIP CERTIFICATES6,137.58 419ALLOCATION TO FUND 419388,852.88 420ALLOCATION TO FUND 420( 68,772.53) 421ALLOCATION TO 2025 EQUIP CERTIFICATES( 20,441.39) 501ALLOCATION TO WAC/WATER TRUNK FEES334,941.14 502ALLOCATION TO SAC/SEWER TRUNK FEES90,345.01 601ALLOCATION TO WATER FUND1,425,591.90 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:08PM PAGE: 1 CITY OF ST JOSEPH COMBINED CASH INVESTMENT JULY 31, 2025 602ALLOCATION TO SEWER FUND3,527,084.22 603ALLOCATION TO REFUSE/RECYCLING/COMPOST252,665.41 651ALLOCATION TO STORM WATER UTILITY736,397.35 652ALLOCATION TO STREET LIGHT UTILITY152,946.63 TOTAL ALLOCATIONS TO OTHER FUNDS26,977,616.89 ALLOCATION FROM COMBINED CASH FUND - 001-10199( 26,977,616.89) ZERO PROOF IF ALLOCATIONS BALANCE.00 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:08PM PAGE: 2 City of St. Joseph General Fund Balance Sheet Summary As of June 30, 2025 Account NumberAccount Name7/31/2025 Assets 101-10199Cash$ 2,942,072.18 102-10199Cash 406,584.84 104-10199Cash - 106-10199Cash 75,009.00 108-10199Cash 8,365.66 109-10199Cash 606,133.96 110-10199Cash 914,243.11 101-10200Petty Cash 200.00 101-10450Interest Receivable - 101-10500Accounts Receivable (316.66) 108-10500Accounts Receivable - 101-10520State MSAS Receivable - 109-10500Accounts Receivable - 109-10550Due From other Gov tUnits - 102-10550DFOGU - 101-10550Due From Other Gov Units - 110-10550Due From other Gov tUnits - 110-10600Prepaids - 101-10600Prepaid Items - 110-10700Taxes Receivable - Delinquent - 101-10700Taxes Receivable - Delinquent - 101-11800Lease Receivable - 110-12100Special Assessments Receivable - 101-12100Special Assessments Receivable - 110-12150Delinquent Special Assmt - 110-15500Due From Other Fund - 101-15500Due From Other Fund - Total Assets$ 4,952,292.09 Liabilities 101-20200Accounts Payable (91,844.75) 102-20200Accounts Payables - 106-20200Accounts Payable - 104-20200ARPA Accounts Payable - 108-20200Accounts Payable - 109-20200Accounts Payable - 110-20200Accounts Payable - 101-20201Salaries Payable - 109-20202Due to Other Govt Units - 101-20202Due to Other Govt Units - 101-21701Federal Withholding - 101-21702State Withholding - 101-21703FICA Tax Withholding - 101-21704PERA (0.03) 101-21705Deferred Comp - 101-21706Medical/Dental Insurance 706.38 101-21707Federation Dues 86.76 101-21711Life Insurance 63.21 101-21712Fire Dept Lunch Liability - 101-21713Disability Insurance 2,618.91 101-21714Child Support - 101-21715Flex- Medical/H SA (1,462.50) 101-21716Flex- Dependent Care Reimb (8,321.30) 101-22200Unearned Revenue (9,897.00) 104-22200Unearned Revenue - 110-22204Deferred Inflow of Resources - 101-22204Deferred Inflow of Resources - 101-22600Deposit Payable - Total Liabilities (108,050.32) Fund Equity Funds 101-110Revenue Under Expenditures YTD 276,123.33 101-24410Design. Fd Bal - Working Cap - 101-24411Design. Fd Bal - Elections - 101-24413Design. Fd Bal - Capital - 101-24500Restricted Equity - 101-25310Unassigned Fund Balance (2,891,129.68) 102-25310Unassigned Fund Balance (391,694.07) 104-25310Unassigned Fund Balance - 106-25310Unassigned Fund Balance (134,580.53) 108-25310Unassigned Fund Balance (6,192.65) 109-24413Design. Fd Bal - Capital - 109-25310Unassigned Fund Balance (623,619.26) 110-24413Design. Fd Bal - Capital - 110-24414Design. Fd Bal -Debt Serv.Rel. - 110-24500Restricted Net Position - 110-25310Unassigned Fund Balance (1,073,148.91) Total Equity (4,844,241.77) Total Liabilities plus Equity$ (4,952,292.09) CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETCURRENT BUDGETUNEARNEDPCNT GENERAL FUND REVENUE 101-41430-31010CURRENT AD VALOREM TAXES1,149,669.131,378,009.962,734,439.002,734,439.001,356,429.0450.4 101-41430-31400GRAVEL TAX132.22.00750.00750.00750.00.0 101-41430-31810FRANCHISE FEES - CABLE13,473.9612,565.4827,565.0027,565.0014,999.5245.6 101-41430-31820FRANCHISE FEES - GAS17,092.3340,912.1665,860.0065,860.0024,947.8462.1 101-41430-31830FRANCHISE FEES - ELECTRIC25,732.4955,951.91107,665.00107,665.0051,713.0952.0 101-41430-32111KEG PERMIT5.0015.0020.0020.005.0075.0 101-41430-32112LIQUOR LICENSE34,213.3436,560.0035,000.0035,000.00( 1,560.00)104.5 101-41430-32113OUTDOOR LIQUOR PERMIT6,550.007,200.006,000.006,000.00( 1,200.00)120.0 101-41430-32114GAMBLING PERMITS460.00180.00400.00400.00220.0045.0 101-41430-32115MASSAGE LICENSE.00545.00.00.00( 545.00).0 101-41430-32170AMUSEMENT/HUNT/PEDDLER/GOLF475.00905.00700.00700.00( 205.00)129.3 101-41430-32184CIGARETTE LICENSE.00.00600.00600.00600.00.0 101-41430-32210BUILDING PERMITS138,856.1757,801.94120,000.00120,000.0062,198.0648.2 101-41430-32261RENTAL HOUSING REGISTRATION35,455.0037,870.0035,000.0035,000.00( 2,870.00)108.2 101-41430-33400STATE GRANTS AND AIDS3,951.47.001,505.001,505.001,505.00.0 101-41430-33401LOCAL GOVERNMENT AID704,300.50695,823.001,391,646.001,391,646.00695,823.0050.0 101-41430-34102ZONING VIOLATION.00.00250.00250.00250.00.0 101-41430-34103ZONING AND SUBDIVISION FEE5,900.009,255.0015,000.0015,000.005,745.0061.7 101-41430-34104LAND USE DEPOSIT FEE8,089.256,000.00.00.00( 6,000.00).0 101-41430-34105SALE OF MAPS AND PUBLICATIONS37.00116.0015.0015.00( 101.00)773.3 101-41430-34107ASSESSMENTS SEARCH3,030.003,220.004,000.004,000.00780.0080.5 101-41430-34111SPECIAL HEARING.00.00150.00150.00150.00.0 101-41430-34221WATER TOWER ANTENNA LEASE1,460.481,498.042,575.002,575.001,076.9658.2 101-41430-34780SHELTER/ROOM RENTAL FEES2,550.00400.003,400.003,400.003,000.0011.8 101-41430-34782ROOM RENTAL DAMAGE DEPOSIT.00200.00.00.00( 200.00).0 101-41430-36100SPECIAL ASSESSMENTS( 738.55)337.31500.00500.00162.6967.5 101-41430-36210INTEREST EARNINGS72,412.6789,214.6250,000.0050,000.00( 39,214.62)178.4 101-41430-36215CO-OP DIVIDENDS( .89).005,000.005,000.005,000.00.0 101-41430-36300REIMBURSEMENT573.811,091.9519,870.0019,870.0018,778.055.5 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:11PM PAGE: 1 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETCURRENT BUDGETUNEARNEDPCNT 101-42120-33160FEDERAL GRANTS - OTHER304.06.001,500.001,500.001,500.00.0 101-42120-33400STATE POLICE AID.00.00117,000.00117,000.00117,000.00.0 101-42120-33416STATE POLICE TRAINING REMB.00.005,000.005,000.005,000.00.0 101-42120-34800ACCIDENT REPORT FEE1,002.502,383.502,000.002,000.00( 383.50)119.2 101-42120-34950KENNEL FEES.00.001,000.001,000.001,000.00.0 101-42120-34955POLICE INVESTIGATION CHARGES80.00.00500.00500.00500.00.0 101-42120-35101COUNTY FINES22,123.3219,067.2845,000.0045,000.0025,932.7242.4 101-42120-35102POLICY FINES12,622.0817,045.8020,000.0020,000.002,954.2085.2 101-42120-35106SEIZED PROPERTY.005,073.701,000.001,000.00( 4,073.70)507.4 101-42120-35108POLICE CASE RECOVERY105,705.72.00.00.00.00.0 101-42120-36230CONTRIBUTIONS - GENERAL2,500.001,500.002,000.002,000.00500.0075.0 101-42120-36300REIMBURSEMENT4,217.9547.185,000.005,000.004,952.82.9 101-43120-32000REFUSE PERMITS13,500.0010,600.0011,000.0011,000.00400.0096.4 101-43120-33421STATE MUNICIPAL FUNDS AID105,297.00111,044.00120,000.00120,000.008,956.0092.5 101-43120-33611COUNTY GRANTS - ROAD MAINT..00.0017,000.0017,000.0017,000.00.0 101-43120-34407SNOW REMOVAL.00.00500.00500.00500.00.0 101-43120-36230CONTRIBUTIONS - GENERAL.00.00500.00500.00500.00.0 101-43120-36300REIMBURSEMENT21,041.1717,202.6220,000.0020,000.002,797.3886.0 101-45125-34783SCHNEIDER FIELD RENTAL1,890.002,710.001,800.001,800.00( 910.00)150.6 101-45125-36230DONATIONS - SCHNEIDER FIELD.00.00250.00250.00250.00.0 101-45202-34407WEED CUTTING.00.00300.00300.00300.00.0 101-45202-34780SHELTER/ROOM RENTAL FEES23,200.0024,550.0025,000.0025,000.00450.0098.2 101-45202-34782PARK RENTAL DAMAGE DEPOSIT5,892.507,922.00.00.00( 7,922.00).0 101-45202-36230DONATIONS - PARKS10,214.272,306.00400.00400.00( 1,906.00)576.5 101-45202-36300REIMBURSEMENT230.00.00500.00500.00500.00.0 101-45204-33430OTHER GRANTS/AIDS.004,000.00.00.00( 4,000.00).0 101-45204-34405CONCESSIONS466.00339.00500.00500.00161.0067.8 101-45204-34408ADMISSION FEE6,733.006,155.007,000.007,000.00845.0087.9 101-45204-34410BIKE SHARE PROGRAM1,026.34756.16750.00750.00( 6.16)100.8 101-45204-36230DONATIONS - RECREATION1,125.00250.00500.00500.00250.0050.0 101-49302-39201TRANSFERS FROM OTHER FUNDS17,985.00.00.00.00.00.0 102-41430-31010CURRENT AD VALOREM TAXES2,028.385,645.0715,000.0015,000.009,354.9337.6 102-49302-39201TRANSFERS FROM OTHER FUNDS6,000.0011,205.0011,205.0011,205.00.00100.0 104-41430-33160FEDERAL GRANTS - OTHER150,946.54.00.00.00.00.0 108-41950-31810FRANCHISE FEES - PEG2,392.942,173.015,500.005,500.003,326.9939.5 109-41430-31010CURRENT AD VALOREM TAXES40,920.8079,760.95212,135.00212,135.00132,374.0537.6 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:12PM PAGE: 2 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL CAPITAL OUTLAY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETCURRENT BUDGETUNEARNEDPCNT 109-49302-39201TRANSFERS FROM OTHER FUNDS.004,000.00.00.00( 4,000.00).0 109-49302-39260SURPLUS PROPERTY22,920.007,648.6521,500.0021,500.0013,851.3535.6 110-41430-33401LOCAL GOVERNMENT AID40,000.0050,000.00100,000.00100,000.0050,000.0050.0 110-43120-31010CURRENT AD VALOREM TAXES32.21359.02500.00500.00140.9871.8 110-43120-36100SPECIAL ASSESSMENTS21,679.3619,500.195,000.005,000.00( 14,500.19)390.0 TOTAL GENERAL FUND REVENUE2,867,756.522,848,916.505,404,750.005,404,750.002,555,833.5052.7 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:18PM PAGE: 3 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT GENERAL FUND EXPENDITURES 101-41110-101COUNCIL SALARIES12,180.0012,180.0020,880.0020,880.008,700.0058.3 101-41110-104TAXABLE PER DIEM600.001,150.002,800.002,800.001,650.0041.1 101-41110-121PERA CONTRIBUTIONS471.75324.50890.00890.00565.5036.5 101-41110-122FICA CONTRIBUTIONS392.77617.40365.00365.00( 252.40)169.2 101-41110-125MEDICARE CONTRIBUTIONS.00.00345.00345.00345.00.0 101-41110-151WORKERS COMP. INSUR. PREM..0048.0075.0075.0027.0064.0 101-41110-171CLOTHING ALLOWANCE.00.00350.00350.00350.00.0 101-41110-200OFFICE SUPPLIES.0064.58100.00100.0035.4264.6 101-41110-331TRAVEL & CONFERENCE EXPENSE3,403.304,331.518,400.008,400.004,068.4951.6 101-41110-361GENERAL LIABILITY INSURANCE512.00512.00520.00520.008.0098.5 101-41110-433DUES & MEMBERSHIPS26,361.2429,844.0041,035.0041,035.0011,191.0072.7 101-41120-103LEGISLATIVE BODIES1,720.002,160.005,400.005,400.003,240.0040.0 101-41120-151WORKERS COMP. INSUR. PREM..0028.00375.00375.00347.007.5 101-41120-200OFFICE SUPPLIES78.33.00100.00100.00100.00.0 101-41120-340ADVERTISING.00.0050.0050.0050.00.0 101-41130-303ENGINEERING FEE.00.00250.00250.00250.00.0 101-41130-304LEGAL FEES67.50270.002,000.002,000.001,730.0013.5 101-41130-340ADVERTISING64.74262.20750.00750.00487.8035.0 101-41310-101MAYOR SALARIES4,550.004,550.007,800.007,800.003,250.0058.3 101-41310-104TAXABLE PER DIEM200.00200.001,000.001,000.00800.0020.0 101-41310-121PERA CONTRIBUTIONS237.50237.50440.00440.00202.5054.0 101-41310-122FICA CONTRIBUTIONS68.9168.90.00.00( 68.90).0 101-41310-125MEDICARE CONTRIBUTIONS.00.00125.00125.00125.00.0 101-41310-151WORKERS COMP. INSUR. PREM..0012.0025.0025.0013.0048.0 101-41310-171CLOTHING ALLOWANCE.00.00200.00200.00200.00.0 101-41310-200OFFICE SUPPLIES.0045.0025.0025.00( 20.00)180.0 101-41310-331TRAVEL & CONFERENCE EXPENSE1,709.44191.433,000.003,000.002,808.576.4 101-41310-361GENERAL LIABILITY INSURANCE128.00128.00130.00130.002.0098.5 101-41410-101ELECTION SALARIES3,138.50.00.00.00.00.0 101-41410-210OPERATING SUPPLIES158.82.00.00.00.00.0 101-41410-331TRAVEL & CONFERENCE252.55130.21.00.00( 130.21).0 101-41410-340ADVERTISING161.90.00.00.00.00.0 101-41410-410RENTALS.00.007,000.007,000.007,000.00.0 101-41410-580OTHER EQUIPMENT.00.006,000.006,000.006,000.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 4 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-41430-101ADMINISTRATIVE SALARIES168,677.43171,280.18315,000.00315,000.00143,719.8254.4 101-41430-121PERA CONTRIBUTIONS12,649.0912,682.2223,625.0023,625.0010,942.7853.7 101-41430-122FICA CONTRIBUTIONS11,959.7112,293.4417,655.0017,655.005,361.5669.6 101-41430-123DEFERRED COMP-EMPLOYER750.00750.002,600.002,600.001,850.0028.9 101-41430-125MEDICARE CONTRIBUTIONS.00( 24.66)4,130.004,130.004,154.66( .6) 101-41430-130H S A- EMPLOYER CONTRIBUTION7,230.006,360.007,200.007,200.00840.0088.3 101-41430-131HEALTH INSURANCE32,375.7230,297.7863,000.0063,000.0032,702.2248.1 101-41430-132DENTAL INSURANCE2,313.922,049.584,345.004,345.002,295.4247.2 101-41430-133LIFE INSURANCE146.65120.05245.00245.00124.9549.0 101-41430-134DISABILTY INSURANCE1,539.791,336.373,155.003,155.001,818.6342.4 101-41430-151WORKERS COMP. INSUR. PREM..00831.001,450.001,450.00619.0057.3 101-41430-171CLOTHING ALLOWANCE.00.00150.00150.00150.00.0 101-41430-200OFFICE SUPPLIES1,143.301,123.182,500.002,500.001,376.8244.9 101-41430-201POSTAGE2,221.473,941.354,500.004,500.00558.6587.6 101-41430-210OPERATING SUPPLIES3,059.412,200.553,000.003,000.00799.4573.4 101-41430-220REPAIR AND MAINTENANCE124.95132.31200.00200.0067.6966.2 101-41430-230VEHICLE R&M.00579.35.00.00( 579.35).0 101-41430-300PROFESSIONAL SERVICES1,582.282,873.082,500.002,500.00( 373.08)114.9 101-41430-310SOFTWARE SUPPORT5,642.535,619.359,115.009,115.003,495.6561.7 101-41430-314SAFETY PROGRAM265.1818.43395.00395.00376.574.7 101-41430-315WELLNESS PROGRAM.001,077.225,000.005,000.003,922.7821.5 101-41430-317OTHER FEES535.2211.67850.00850.00838.331.4 101-41430-321TELEPHONE1,824.261,911.523,125.003,125.001,213.4861.2 101-41430-331TRAVEL & CONFERENCE EXPENSE3,302.342,162.786,000.006,000.003,837.2236.1 101-41430-340ADVERTISING210.7060.62300.00300.00239.3820.2 101-41430-361GENERAL LIABILITY INSURANCE8,649.227,154.309,050.009,050.001,895.7079.1 101-41430-410RENTALS3,605.103,982.465,980.005,980.001,997.5466.6 101-41430-433DUES & MEMBERSHIPS139.0050.00190.00190.00140.0026.3 101-41430-441SALES & USE TAX231.393.55300.00300.00296.451.2 101-41430-446LICENSING.002,582.35.00.00( 2,582.35).0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 5 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-41530-101FINANCE SALARIES108,351.47115,018.38211,890.00211,890.0096,871.6254.3 101-41530-121PERA CONTRIBUTIONS7,888.998,399.8215,425.0015,425.007,025.1854.5 101-41530-122FICA CONTRIBUTIONS7,759.618,155.5112,175.0012,175.004,019.4967.0 101-41530-123DEFERRED COMP-EMPLOYER1,125.001,125.001,950.001,950.00825.0057.7 101-41530-125MEDICARE CONTRIBUTIONS.00.002,845.002,845.002,845.00.0 101-41530-130H S A- EMPLOYER CONTRIBUTION4,700.004,825.004,800.004,800.00( 25.00)100.5 101-41530-131HEALTH INSURANCE19,563.6420,535.9042,000.0042,000.0021,464.1048.9 101-41530-132DENTAL INSURANCE1,106.281,134.702,900.002,900.001,765.3039.1 101-41530-133LIFE INSURANCE93.1093.10165.00165.0071.9056.4 101-41530-134DISABILTY INSURANCE980.071,006.112,075.002,075.001,068.8948.5 101-41530-151WORKERS COMP. INSUR. PREM..00560.00975.00975.00415.0057.4 101-41530-171CLOTHING ALLOWANCE.00.00100.00100.00100.00.0 101-41530-200OFFICE SUPPLIES350.36145.33500.00500.00354.6729.1 101-41530-300PROFESSIONAL SERVICES3,299.613,237.995,250.005,250.002,012.0161.7 101-41530-310SOFTWARE SUPPORT9,301.9613,539.4612,700.0012,700.00( 839.46)106.6 101-41530-321TELEPHONE491.09488.40995.00995.00506.6049.1 101-41530-331TRAVEL & CONFERENCE EXPENSE779.72818.163,000.003,000.002,181.8427.3 101-41530-340ADVERTISING1,156.461,097.921,750.001,750.00652.0862.7 101-41530-433DUES & MEMBERSHIPS339.99339.99340.00340.00.01100.0 101-41540-300AUDIT & ACCOUNTING SERVICES36,600.0038,450.0038,450.0038,450.00.00100.0 101-41550-300PROFESSIONAL SERVICES28,132.1125,403.9028,500.0028,500.003,096.1089.1 101-41610-304LEGAL FEES579.509,203.7512,000.0012,000.002,796.2576.7 101-41710-220REPAIR AND MAINTENANCE.00726.00500.00500.00( 226.00)145.2 101-41710-310IT SERVICES7,895.1213,152.8022,000.0022,000.008,847.2059.8 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 6 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-41910-101PLANNING & ZONING SALARIES41,701.5544,257.1286,660.0086,660.0042,402.8851.1 101-41910-121PERA CONTRIBUTIONS3,116.893,319.236,015.006,015.002,695.7755.2 101-41910-122FICA CONTRIBUTIONS3,109.863,360.985,000.005,000.001,639.0267.2 101-41910-123DEFERRED COMP-EMPLOYER243.75243.75845.00845.00601.2528.9 101-41910-125MEDICARE CONTRIBUTIONS.00.001,170.001,170.001,170.00.0 101-41910-130H S A- EMPLOYER CONTRIBUTION1,527.501,560.001,560.001,560.00.00100.0 101-41910-131HEALTH INSURANCE6,040.556,340.4613,650.0013,650.007,309.5446.5 101-41910-132DENTAL INSURANCE409.64418.04945.00945.00526.9644.2 101-41910-133LIFE INSURANCE30.2430.2455.0055.0024.7655.0 101-41910-134DISABILTY INSURANCE352.66352.66790.00790.00437.3444.6 101-41910-151WORKERS COMP. INSUR. PREM..00210.00400.00400.00190.0052.5 101-41910-171CLOTHING ALLOWANCE.00.0035.0035.0035.00.0 101-41910-200OFFICE SUPPLIES.0025.33100.00100.0074.6725.3 101-41910-201POSTAGE.00266.52200.00200.00( 66.52)133.3 101-41910-300PROFESSIONAL SERVICES158.92251.196,500.006,500.006,248.813.9 101-41910-303ENGINEERING FEE998.001,182.702,450.002,450.001,267.3048.3 101-41910-304LEGAL FEES317.501,440.001,000.001,000.00( 440.00)144.0 101-41910-310SOFTWARE SUPPORT.0051.6650.0050.00( 1.66)103.3 101-41910-321TELEPHONE251.08248.34505.00505.00256.6649.2 101-41910-331TRAVEL & CONFERENCE EXPENSE51.91516.021,200.001,200.00683.9843.0 101-41910-340ADVERTISING688.02357.84600.00600.00242.1659.6 101-41910-350PRINTING.00.00150.00150.00150.00.0 101-41910-431ANNEXATION/RECORDING FEE485.00224.74600.00600.00375.2637.5 101-41910-433DUES & MEMBERSHIPS667.00667.00880.00880.00213.0075.8 101-41910-449PROPERTY TAX SHARING23,924.569,595.6819,190.0019,190.009,594.3250.0 101-41910-451JOINT PLANNING.00.00250.00250.00250.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 7 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-41941-101GENERAL GOVERNMENT SALARIES9,090.309,926.4716,900.0016,900.006,973.5358.7 101-41941-121PERA CONTRIBUTIONS677.30739.441,265.001,265.00525.5658.5 101-41941-122FICA CONTRIBUTIONS659.54712.37995.00995.00282.6371.6 101-41941-125MEDICARE CONTRIBUTIONS.00.00235.00235.00235.00.0 101-41941-130H S A- EMPLOYER CONTRIBUTION496.27582.93480.00480.00( 102.93)121.4 101-41941-131HEALTH INSURANCE1,626.572,200.524,200.004,200.001,999.4852.4 101-41941-132DENTAL INSURANCE101.24128.80290.00290.00161.2044.4 101-41941-133LIFE INSURANCE9.6011.9415.0015.003.0679.6 101-41941-134DISABILTY INSURANCE81.80114.10170.00170.0055.9067.1 101-41941-151WORKERS COMP. INSUR. PREM..00645.00500.00500.00( 145.00)129.0 101-41941-171CLOTHING ALLOWANCE.00.00130.00130.00130.00.0 101-41941-210OPERATING SUPPLIES58.37.00250.00250.00250.00.0 101-41941-220REPAIR AND MAINTENANCE194.99.00500.00500.00500.00.0 101-41941-361GENERAL LIABILITY INSURANCE4,636.572,132.712,455.002,455.00322.2986.9 101-41942-210OPERATING SUPPLIES119.98351.662,500.002,500.002,148.3414.1 101-41942-220REPAIR AND MAINTENANCE3,354.72433.407,500.007,500.007,066.605.8 101-41942-300PROFESSIONAL SERVICES14,382.9317,067.5528,500.0028,500.0011,432.4559.9 101-41942-361GENERAL LIABILITY INSURANCE6,759.636,215.456,900.006,900.00684.5590.1 101-41942-381ELECTRIC UTILITIES8,145.619,567.9323,015.0023,015.0013,447.0741.6 101-41942-383GAS UTILITIES3,854.945,336.539,500.009,500.004,163.4756.2 101-41942-410RENTALS399.50399.50500.00500.00100.5079.9 101-41950-101CABLE SALARIES1,500.001,498.963,600.003,600.002,101.0441.6 101-41950-122FICA CONTRIBUTIONS114.75114.67225.00225.00110.3351.0 101-41950-125MEDICARE CONTRIBUTIONS.00.0050.0050.0050.00.0 101-41950-151WORKERS COMP. INSUR. PREM..006.0010.0010.004.0060.0 101-41950-210OPERATING SUPPLIES95.94.00200.00200.00200.00.0 101-41950-220REPAIR AND MAINTENANCE.00.00500.00500.00500.00.0 101-41950-300PROFESSIONAL SERVICES.0095.94.00.00( 95.94).0 101-41950-310SOFTWARE SUPPORT.00245.20365.00365.00119.8067.2 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 8 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-42120-101POLICE SALARIES693,019.55702,115.621,384,180.001,384,180.00682,064.3850.7 101-42120-121PERA CONTRIBUTIONS113,081.92111,608.48226,740.00226,740.00115,131.5249.2 101-42120-122FICA CONTRIBUTIONS14,992.4916,488.199,655.009,655.00( 6,833.19)170.8 101-42120-123DEFERRED COMP-EMPLOYER3,758.901,441.2910,590.0010,590.009,148.7113.6 101-42120-125MEDICARE CONTRIBUTIONS.00.0019,280.0019,280.0019,280.00.0 101-42120-130H S A- EMPLOYER CONTRIBUTION30,250.7531,579.6733,600.0033,600.002,020.3394.0 101-42120-131HEALTH INSURANCE122,512.52125,769.10290,400.00290,400.00164,630.9043.3 101-42120-132DENTAL INSURANCE5,701.645,244.7020,280.0020,280.0015,035.3025.9 101-42120-133LIFE INSURANCE656.61604.631,140.001,140.00535.3753.0 101-42120-134DISABILTY INSURANCE7,080.786,819.4713,125.0013,125.006,305.5352.0 101-42120-151WORKERS COMP. INSUR. PREM..0066,831.0076,985.0076,985.0010,154.0086.8 101-42120-171CLOTHING ALLOWANCE4,037.403,278.429,400.009,400.006,121.5834.9 101-42120-200OFFICE SUPPLIES76.954.27400.00400.00395.731.1 101-42120-201POSTAGE408.75256.16920.00920.00663.8427.8 101-42120-210OPERATING SUPPLIES3,020.903,517.996,000.006,000.002,482.0158.6 101-42120-211AWAIRE SUPPLIES.0042.50500.00500.00457.508.5 101-42120-214SMALL TOOL & MINOR EQUIPMENT346.77.00300.00300.00300.00.0 101-42120-220REPAIR AND MAINTENANCE.00.00200.00200.00200.00.0 101-42120-300PROFESSIONAL SERVICES11,670.9010,669.9319,000.0019,000.008,330.0756.2 101-42120-304LEGAL FEES22,775.0025,962.5048,500.0048,500.0022,537.5053.5 101-42120-307COMMUNITY POLICING PROGRAMS648.81.001,200.001,200.001,200.00.0 101-42120-310SOFTWARE SUPPORT8,655.4415,387.6723,455.0023,455.008,067.3365.6 101-42120-314SAFETY PROGRAM265.171,415.212,145.002,145.00729.7966.0 101-42120-331TRAVEL & CONFERENCE EXPENSE6.10183.621,500.001,500.001,316.3812.2 101-42120-350PRINTING256.47405.96900.00900.00494.0445.1 101-42120-361GENERAL LIABILITY INSURANCE46,987.3946,315.4951,740.0051,740.005,424.5189.5 101-42120-410RENTALS120.00145.20340.00340.00194.8042.7 101-42120-433DUES & MEMBERSHIPS376.00399.201,050.001,050.00650.8038.0 101-42120-436FORFEITURE EXPENDITURES85.002,641.14500.00500.00( 2,141.14)528.2 101-42120-441SALES & USE TAX28.91.00200.00200.00200.00.0 101-42120-446LICENSE20.25.00250.00250.00250.00.0 101-42140-210OPERATING SUPPLIES.005,432.278,000.008,000.002,567.7367.9 101-42140-300PROFESSIONAL SERVICES4,380.005,960.187,000.007,000.001,039.8285.2 101-42140-331TRAVEL & CONFERENCE EXPENSE2,760.002,935.215,000.005,000.002,064.7958.7 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 9 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-42151-210OPERATING SUPPLIES.00260.00100.00100.00( 160.00)260.0 101-42151-220TELEPHONE/RADIO REPAIR/MAINT500.00.00750.00750.00750.00.0 101-42151-320COMMUNICATION SUPPORT678.601,262.001,500.001,500.00238.0084.1 101-42151-321TELEPHONE6,237.157,105.7914,965.0014,965.007,859.2147.5 101-42152-205MOTOR FUEL13,647.0612,390.3029,925.0029,925.0017,534.7041.4 101-42152-230VEHICLE REPAIR & MAINTENANCE9,759.253,788.2436,000.0036,000.0032,211.7610.5 101-42152-446LICENSE42.9227.5850.0050.0022.4255.2 101-42401-300PROFESSIONAL SERVICES51,025.0057,000.00102,250.00102,250.0045,250.0055.8 101-42401-310SOFTWARE SUPPORT1,208.721,497.012,940.002,940.001,442.9950.9 101-42401-438STATE SURCHARGE1,150.002,369.165,000.005,000.002,630.8447.4 101-42500-220REPAIR AND MAINTENANCE.00.00500.00500.00500.00.0 101-42500-300PROFESSIONAL SERVICES1,270.00900.001,500.001,500.00600.0060.0 101-42500-326FIRE SIREN48.0645.62115.00115.0069.3839.7 101-42500-331TRAVEL & CONFERENCE EXPENSE.00.001,300.001,300.001,300.00.0 101-42500-433DUES & MEMBERSHIPS.00.00200.00200.00200.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 10 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-43120-101STREET SALARIES101,465.79114,766.91154,435.00154,435.0039,668.0974.3 101-43120-121PERA CONTRIBUTIONS7,081.798,162.0910,525.0010,525.002,362.9177.6 101-43120-122FICA CONTRIBUTIONS7,343.058,460.239,300.009,300.00839.7791.0 101-43120-123DEFERRED COMP-EMPLOYER61.62( 206.49)260.00260.00466.49( 79.4) 101-43120-125MEDICARE CONTRIBUTIONS.00.002,175.002,175.002,175.00.0 101-43120-130H S A- EMPLOYER CONTRIBUTION6,878.206,976.476,270.006,270.00( 706.47)111.3 101-43120-131HEALTH INSURANCE20,710.4924,332.9832,520.0032,520.008,187.0274.8 101-43120-132DENTAL INSURANCE1,287.561,407.982,320.002,320.00912.0260.7 101-43120-133LIFE INSURANCE95.15113.02130.00130.0016.9886.9 101-43120-134DISABILTY INSURANCE1,323.201,535.521,415.001,415.00( 120.52)108.5 101-43120-151WORKERS COMP. INSUR. PREM..007,774.0014,340.0014,340.006,566.0054.2 101-43120-171CLOTHING ALLOWANCE219.09150.101,985.001,985.001,834.907.6 101-43120-200OFFICE SUPPLIES89.9616.99300.00300.00283.015.7 101-43120-201POSTAGE.0083.35200.00200.00116.6541.7 101-43120-205MOTOR FUEL3,084.413,543.775,550.005,550.002,006.2363.9 101-43120-210OPERATING SUPPLIES4,303.693,856.2910,000.0010,000.006,143.7138.6 101-43120-214SMALL TOOL & MINOR EQUIPMENT84.841,131.811,200.001,200.0068.1994.3 101-43120-220REPAIR AND MAINTENANCE378.40281.907,500.007,500.007,218.103.8 101-43120-230VEHICLE REPAIR & MAINTENANCE1,538.712,202.6410,000.0010,000.007,797.3622.0 101-43120-300PROFESSIONAL SERVICES9,416.002,393.0010,000.0010,000.007,607.0023.9 101-43120-310SOFTWARE SUPPORT1,271.271,748.942,425.002,425.00676.0672.1 101-43120-314SAFETY PROGRAM880.25267.051,395.001,395.001,127.9519.1 101-43120-321TELEPHONE835.97668.891,715.001,715.001,046.1139.0 101-43120-331TRAVEL & CONFERENCE EXPENSE6.09386.98250.00250.00( 136.98)154.8 101-43120-361GENERAL LIABILITY INSURANCE8,363.1612,504.9912,815.0012,815.00310.0197.6 101-43120-381ELECTRIC UTILITIES654.74709.241,430.001,430.00720.7649.6 101-43120-383GAS UTILITIES821.121,298.681,760.001,760.00461.3273.8 101-43120-433DUES & MEMBERSHIPS136.75141.50135.00135.00( 6.50)104.8 101-43120-441SALES & USE TAX.00152.86.00.00( 152.86).0 101-43120-446LICENSE171.0610.30200.00200.00189.705.2 101-43120-530SEAL COATING/CRACK FILLING.0028,292.00120,000.00120,000.0091,708.0023.6 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 11 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-43125-101ICE & SNOW REMOVAL SALARIES21,116.2532,203.8380,430.0080,430.0048,226.1740.0 101-43125-121PERA CONTRIBUTIONS1,494.632,380.875,085.005,085.002,704.1346.8 101-43125-122FICA CONTRIBUTIONS1,539.732,362.994,860.004,860.002,497.0148.6 101-43125-125MEDICARE CONTRIBUTIONS.00.001,135.001,135.001,135.00.0 101-43125-130H S A- EMPLOYER CONTRIBUTION.00.003,095.003,095.003,095.00.0 101-43125-131HEALTH INSURANCE.00.0015,030.0015,030.0015,030.00.0 101-43125-132DENTAL INSURANCE.00.001,085.001,085.001,085.00.0 101-43125-133LIFE INSURANCE20.117.4060.0060.0052.6012.3 101-43125-134DISABILTY INSURANCE54.2554.25680.00680.00625.758.0 101-43125-205MOTOR FUEL1,800.042,580.786,785.006,785.004,204.2238.0 101-43125-210OPERATING SUPPLIES28,448.1636,238.6260,000.0060,000.0023,761.3860.4 101-43125-220REPAIR AND MAINTENANCE221.96.00.00.00.00.0 101-43125-230VEHICLE REPAIR & MAINTENANCE7,979.5614,670.1715,000.0015,000.00329.8397.8 101-43125-300PROFESSIONAL SERVICES4,796.45.00.00.00.00.0 101-43125-331TRAVEL & CONFERENCE EXPENSE3.05.00.00.00.00.0 101-43131-303ENGINEERING FEE38,934.5631,463.5045,000.0045,000.0013,536.5069.9 101-43201-200OFFICE SUPPLIES100.51217.27300.00300.0082.7372.4 101-43201-210OPERATING SUPPLIES6,211.585,062.037,500.007,500.002,437.9767.5 101-43201-214SMALL TOOL & MINOR EQUIPMENT1,990.831,095.612,500.002,500.001,404.3943.8 101-43201-220REPAIR AND MAINTENANCE2,480.171,960.515,500.005,500.003,539.4935.7 101-43201-300PROFESSIONAL SERVICES.00862.581,000.001,000.00137.4286.3 101-43201-321TELEPHONE2,468.872,731.424,220.004,220.001,488.5864.7 101-43201-381ELECTRIC UTILITIES5,994.455,996.8411,810.0011,810.005,813.1650.8 101-43201-383GAS UTILITIES4,347.977,988.349,130.009,130.001,141.6687.5 101-43201-410RENTALS120.00138.60240.00240.00101.4057.8 101-43220-101SALARIES7,109.015,928.1916,765.0016,765.0010,836.8135.4 101-43220-121PERA CONTRIBUTIONS524.11436.771,245.001,245.00808.2335.1 101-43220-122FICA CONTRIBUTIONS529.87443.261,000.001,000.00556.7444.3 101-43220-125MEDICARE CONTRIBUTIONS.00.00235.00235.00235.00.0 101-43220-130H S A- EMPLOYER CONTRIBUTION.00.00745.00745.00745.00.0 101-43220-131HEALTH INSURANCE.00.004,020.004,020.004,020.00.0 101-43220-132DENTAL INSURANCE.00.00290.00290.00290.00.0 101-43220-133LIFE INSURANCE6.806.9115.0015.008.0946.1 101-43220-134DISABILTY INSURANCE27.1627.16170.00170.00142.8416.0 101-43220-205MOTOR FUEL.0019.99500.00500.00480.014.0 101-43220-230VEHICLE REPAIR & MAINTENANCE295.682,598.012,500.002,500.00( 98.01)103.9 101-43220-331TRAVEL & CONFERENCE EXPENSE1.52.00.00.00.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 12 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-45123-101WARMING HOUSE SALARIES70.004,824.348,365.008,365.003,540.6657.7 101-45123-122FICA CONTRIBUTIONS5.36369.06520.00520.00150.9471.0 101-45123-125MEDICARE CONTRIBUTIONS.00.00120.00120.00120.00.0 101-45123-151WORKERS COMP. INSUR. PREM..00243.00405.00405.00162.0060.0 101-45123-220REPAIR AND MAINTENANCE.00.00500.00500.00500.00.0 101-45123-381ELECTRIC UTILITIES329.49545.87285.00285.00( 260.87)191.5 101-45123-383GAS UTILITIES204.64210.96930.00930.00719.0422.7 101-45125-210OPERATING SUPPLIES702.80.00750.00750.00750.00.0 101-45125-220REPAIR AND MAINTENANCE.0057.311,500.001,500.001,442.693.8 101-45125-300PROFESSIONAL SERVICES.002,450.00.00.00( 2,450.00).0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 13 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-45202-101PARK SALARIES133,517.61141,449.78211,495.00211,495.0070,045.2266.9 101-45202-121PERA CONTRIBUTIONS8,776.949,581.7214,545.0014,545.004,963.2865.9 101-45202-122FICA CONTRIBUTIONS9,668.0010,396.0512,700.0012,700.002,303.9581.9 101-45202-123DEFERRED COMP-EMPLOYER61.62( 144.28)360.00360.00504.28( 40.1) 101-45202-125MEDICARE CONTRIBUTIONS.00.002,970.002,970.002,970.00.0 101-45202-130H S A- EMPLOYER CONTRIBUTION5,392.145,608.838,605.008,605.002,996.1765.2 101-45202-131HEALTH INSURANCE15,265.3918,584.4445,630.0045,630.0027,045.5640.7 101-45202-132DENTAL INSURANCE924.601,057.843,260.003,260.002,202.1632.5 101-45202-133LIFE INSURANCE85.62128.84185.00185.0056.1669.6 101-45202-134DISABILTY INSURANCE1,024.201,223.111,955.001,955.00731.8962.6 101-45202-151WORKERS COMP. INSUR. PREM..007,577.009,675.009,675.002,098.0078.3 101-45202-171CLOTHING ALLOWANCE213.74146.101,560.001,560.001,413.909.4 101-45202-200OFFICE SUPPLIES73.97.00300.00300.00300.00.0 101-45202-201POSTAGE.0083.35.00.00( 83.35).0 101-45202-205MOTOR FUEL3,111.003,721.795,560.005,560.001,838.2166.9 101-45202-210OPERATING SUPPLIES8,330.757,264.7325,000.0025,000.0017,735.2729.1 101-45202-214SMALL TOOL & MINOR EQUIPMENT415.98302.951,000.001,000.00697.0530.3 101-45202-220REPAIR AND MAINTENANCE13,398.116,513.9415,000.0015,000.008,486.0643.4 101-45202-230VEHICLE REPAIR & MAINTENANCE6,740.485,077.838,500.008,500.003,422.1759.7 101-45202-300PROFESSIONAL SERVICES14,070.0015,946.5820,000.0020,000.004,053.4279.7 101-45202-310SOFTWARE SUPPORT1,271.271,748.943,275.003,275.001,526.0653.4 101-45202-314SAFETY PROGRAM891.02349.831,395.001,395.001,045.1725.1 101-45202-321TELEPHONE1,712.221,629.123,670.003,670.002,040.8844.4 101-45202-331TRAVEL & CONFERENCE EXPENSE7.616.9050.0050.0043.1013.8 101-45202-361GENERAL LIABILITY INSURANCE24,171.0321,475.5423,765.0023,765.002,289.4690.4 101-45202-381ELECTRIC UTILITIES3,689.425,455.579,870.009,870.004,414.4355.3 101-45202-383GAS UTILITIES2,350.771,430.155,015.005,015.003,584.8528.5 101-45202-410RENTALS.0060.00.00.00( 60.00).0 101-45202-433DUES & MEMBERSHIPS136.75141.50135.00135.00( 6.50)104.8 101-45202-441SALES & USE TAX1,677.502.182,200.002,200.002,197.82.1 101-45202-446LICENSE90.068.00100.00100.0092.008.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 14 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 101-45204-101RECREATION SALARIES21,893.2425,015.8060,720.0060,720.0035,704.2041.2 101-45204-121PERA CONTRIBUTIONS1,554.061,615.34110.00110.00( 1,505.34)1468.5 101-45204-122FICA CONTRIBUTIONS1,674.891,913.753,765.003,765.001,851.2550.8 101-45204-125MEDICARE CONTRIBUTIONS.00.00880.00880.00880.00.0 101-45204-151WORKERS COMP. INSUR. PREM..00539.00975.00975.00436.0055.3 101-45204-171CLOTHING ALLOWANCE.00.00300.00300.00300.00.0 101-45204-200OFFICE SUPPLIES169.0960.05200.00200.00139.9530.0 101-45204-201POSTAGE208.12.00300.00300.00300.00.0 101-45204-210OPERATING SUPPLIES384.24110.32750.00750.00639.6814.7 101-45204-213CONCESSIONS314.64375.57350.00350.00( 25.57)107.3 101-45204-220REPAIR AND MAINTENANCE271.33321.72500.00500.00178.2864.3 101-45204-300PROFESSIONAL SERVICES1,187.022,140.671,200.001,200.00( 940.67)178.4 101-45204-308COMMUNITY PROGRAMS5,665.594,075.347,000.007,000.002,924.6658.2 101-45204-310SOFTWARE SUPPORT.003,704.458,450.008,450.004,745.5543.8 101-45204-321TELEPHONE375.73248.34505.00505.00256.6649.2 101-45204-328MARKETING465.14318.981,500.001,500.001,181.0221.3 101-45204-331TRAVEL & CONFERENCE EXPENSE420.0050.001,200.001,200.001,150.004.2 101-45204-340ADVERTISING.00.00300.00300.00300.00.0 101-45204-350PRINTING.00.0050.0050.0050.00.0 101-45204-433DUES & MEMBERSHIPS310.00335.00310.00310.00( 25.00)108.1 101-45204-441SALES & USE TAX540.6336.18500.00500.00463.827.2 101-49300-720TRANSFERS TO OTHER FUNDS.007,000.00.00.00( 7,000.00).0 102-41430-110SEVERANCE PAYMENT.001,959.30.00.00( 1,959.30).0 102-43120-110SEVERANCE PAYMENT11,325.90.00.00.00.00.0 102-45202-110SEVERANCE PAYMENT11,325.90.00.00.00.00.0 104-42120-580OTHER EQUIPMENT22,200.00.00.00.00.00.0 106-42120-550MOTOR VEHICLES55,020.6834,988.81.00.00( 34,988.81).0 106-42120-580OTHER EQUIPMENT35,436.7224,582.72.00.00( 24,582.72).0 106-42220-580OTHER EQUIPMENT40,000.00.00.00.00.00.0 106-42280-220REPAIRS AND MAINTENANCE.00.0075,000.0075,000.0075,000.00.0 108-41950-580OTHER EQUIPMENT14,428.39.005,500.005,500.005,500.00.0 109-41430-570OFFICE EQUIPMENT.006,588.024,000.004,000.00( 2,588.02)164.7 109-41430-581COMPUTER HARDWARE.00.006,000.006,000.006,000.00.0 109-41430-582COMPUTER SOFTWARE6,011.606,000.002,500.002,500.00( 3,500.00)240.0 109-42120-220POLICE REPAIR AND MAINTENANCE.00.0030,000.0030,000.0030,000.00.0 109-42120-520BUILDINGS & STRUCTURES.00.002,500.002,500.002,500.00.0 109-42120-580OTHER EQUIPMENT.00.0012,550.0012,550.0012,550.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:20PM PAGE: 15 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 GENERAL CAPITAL OUTLAY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT 109-42151-580OTHER EQUIPMENT.00.007,585.007,585.007,585.00.0 109-42152-550MOTOR VEHICLES.0041,519.0810,000.0010,000.00( 31,519.08)415.2 109-42152-580OTHER EQUIPMENT.0012,896.3314,100.0014,100.001,203.6791.5 109-42152-581COMPUTER HARDWARE.00.001,000.001,000.001,000.00.0 109-42500-580OTHER EQUIPMENT.00.001,500.001,500.001,500.00.0 109-43120-550MOTOR VEHICLES.00.003,500.00( 12,682.56)( 12,682.56).0 109-43120-580OTHER EQUIPMENT.00.004,500.004,500.004,500.00.0 109-43120-582COMPUTER SOFTWARE.00.00250.00250.00250.00.0 109-43125-580OTHER EQUIPMENT28,214.99.0046,500.0046,500.0046,500.00.0 109-43201-520BUILDINGS & STRUCTURES.00.0012,500.0012,500.0012,500.00.0 109-43201-580OTHER EQUIPMENT1,254.927,376.358,250.008,250.00873.6589.4 109-43220-580OTHER EQUIPMENT.00.006,000.006,000.006,000.00.0 IMPROVEMENTS OTHER THAN BLDG109-45202-530.00.0028,000.0028,000.0028,000.00.0 109-45202-550MOTOR VEHICLES.00.003,500.00( 12,682.56)( 12,682.56).0 109-45202-580OTHER EQUIPMENT60,348.382,150.0028,900.0028,900.0026,750.007.4 109-49300-720TRANSFERS TO OTHER FUNDS.0032,365.12.00.00( 32,365.12).0 110-41430-300PROFESSIONAL SERVICES24,860.8620,149.4020,000.0020,000.00( 149.40)100.8 110-41942-300PROFESSIONAL SERVICES.00.002,000.002,000.002,000.00.0 110-42120-300PROFESSIONAL SERVICES.005,931.152,000.002,000.00( 3,931.15)296.6 110-42120-580OTHER EQUIPMENT.004,406.10.00.00( 4,406.10).0 110-43120-300PROFESSIONAL SERVICES.00.002,000.002,000.002,000.00.0 IMPROVEMENTS OTHER THAN BLDG110-43120-530.00128,797.54.00.00( 128,797.54).0 110-43201-220REPAIR AND MAINTENANCE.00900.00.00.00( 900.00).0 110-43201-520BUILDINGS & STRUCTURES.002,495.35200,000.00200,000.00197,504.651.3 110-43201-580OTHER EQUIPMENT8,256.10.0010,000.0010,000.0010,000.00.0 110-45202-300PROFESSIONAL SERVICES.00.0022,000.0022,000.0022,000.00.0 IMPROVEMENTS OTHER THAN BLDG110-45202-53014,447.4141,235.47.00.00( 41,235.47).0 110-45205-300PROFESSIONAL SERVICES87,725.00.00.00.00.00.0 110-49300-720TRANSFERS TO OTHER FUNDS.0024,850.0013,500.0013,500.00( 11,350.00)184.1 TOTAL GENERAL FUND EXPENDITUR 2,922,903.603,125,039.835,620,525.005,588,159.882,463,120.0555.9 NET REVENUE OVER EXPENDITURES( 55,147.08)( 276,123.33)( 215,775.00)( 183,409.88)92,713.45(150.6) FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:21PM PAGE: 16 CITYOFSTJOSEPH BALANCE SHEET JULY 31, 2025 FUND 601 - WATER FUND ASSETS 601-10199CASH1,425,591.90 601-10500ACCOUNTS RECEIVABLE139,159.75 601-12100SPECIAL ASSESSMENTS RECEIVABLE25,811.49 601-16100LAND372,941.34 601-16200BUILDING7,502,432.35 601-16210ACCUMULATED DEPR. BUILDING( 3,278,314.58) 601-16300TREATMENT PLANT & LINE11,624,002.57 601-16305IMPROVEMENTS NOT BUILDINGS315,192.96 601-16310ACCUMULATED DEPR. PLANT & LINE( 4,625,709.94) 601-16315ACCUM DEPN - IMPROVE NOT BLDGS( 103,959.40) 601-16400MACHINERY & EQUIPMENT331,450.33 601-16410ACCUMULATED DEPR. MACH & EQUIP( 234,811.87) 601-16500CONSTRUCTION IN PROGRESS58,854.47 TOTAL ASSETS13,552,641.37 LIABILITIES AND EQUITY LIABILITIES 601-20200ACCOUNTS PAYABLE1,349.42 601-22500BONDS PAYABLE -CURRENT PORTION555,000.00 601-22530REVENUE BONDS PAYABLE560,000.00 601-22840NET PENSION LIABILITY98,491.00 601-23200UNAMORTIZED BOND PREMIUM47,700.00 TOTAL LIABILITIES1,262,540.42 FUND EQUITY 601-25310UNASSIGNED FUND BALANCE4,476,659.34 601-26100CONTRIB. FROM DEVELOPERS1,488,015.21 601-26140CONTRIB. FROM CAPITAL FUNDS6,336,429.14 REVENUE OVER EXPENDITURES - YTD( 11,002.74) TOTAL FUND EQUITY12,290,100.95 TOTAL LIABILITIES AND EQUITY13,552,641.37 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETCURRENT BUDGETUNEARNEDPCNT UTILITIES REVENUE 601-00000-31010CURRENT AD VALOREM TAXES.17.60.00.00( .60).0 601-00000-31320STATE SALES TAX( 26.19)195.01.00.00( 195.01).0 601-00000-34221WATER TOWER ANTENNA LEASE13,089.5613,482.2323,210.0023,210.009,727.7758.1 601-00000-36100SPECIAL ASSESSMENTS( 579.59)( 546.39)500.00500.001,046.39(109.3) 601-00000-36210INTEREST EARNINGS35,575.5834,652.2125,000.0025,000.00( 9,652.21)138.6 601-00000-36300REIMBURSEMENT898.58.00.00.00.00.0 601-00000-37110USAGE RATE334,117.60361,810.29826,445.00826,445.00464,634.7143.8 601-00000-37111BULK WATER427.76491.86750.00750.00258.1465.6 601-00000-37115UNDESIGNATED FUNDS( 262.96)120.00.00.00( 120.00).0 601-00000-37150CONNECTION/RECONNECTION FEES600.00750.001,000.001,000.00250.0075.0 601-00000-37160PENALTIES AND FORFEITED DISC1,939.363,194.512,500.002,500.00( 694.51)127.8 601-00000-37171WATER METER3,344.0014,647.002,500.002,500.00( 12,147.00)585.9 601-00000-37180WATER FIXED CHARGE178,013.89183,401.49391,800.00391,800.00208,398.5146.8 601-00000-37181MDS TEST FEE9,003.679,057.7019,000.0019,000.009,942.3047.7 601-00000-39201TRANSFERS FROM OTHER FUNDS5,000.0021,182.56150,000.00150,000.00128,817.4414.1 TOTAL UTILITIES REVENUE581,141.43642,439.071,442,705.001,442,705.00800,265.9344.5 TOTAL FUND REVENUE581,141.43642,439.071,442,705.001,442,705.00800,265.9344.5 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:24PM PAGE: 1 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT BOND PAYMENT (P & I) 601-47100-413LEASE PAYMENTS5,800.005,800.005,800.005,800.00.00100.0 601-47100-600DEBT SERVICE - PRINCIPAL.00.00555,000.00555,000.00555,000.00.0 601-47100-611BOND INTEREST27,708.0016,296.00115,000.00115,000.0098,704.0014.2 601-47100-620AGENT FEES720.00.00720.00720.00720.00.0 TOTAL BOND PAYMENT (P & I)34,228.0022,096.00676,520.00676,520.00654,424.003.3 OTHER FINANCING USES 601-49300-710LOSS ON DISPOSAL OF ASSETS.00.00( 500.00)( 500.00)( 500.00).0 601-49300-720TRANSFERS TO OTHER FUNDS5,460.006,865.006,865.006,865.00.00100.0 TOTAL OTHER FINANCING USES5,460.006,865.006,365.006,365.00( 500.00)107.9 POWER AND PUMPING 601-49410-220REPAIR AND MAINTENANCE22.992,900.007,500.007,500.004,600.0038.7 601-49410-300PROFESSIONAL SERVICES517.501,111.4325,000.0025,000.0023,888.574.5 601-49410-381ELECTRIC UTILITIES2,028.383,142.648,085.008,085.004,942.3638.9 601-49410-383GAS UTILITIES566.24798.941,240.001,240.00441.0664.4 TOTAL POWER AND PUMPING3,135.117,953.0141,825.0041,825.0033,871.9919.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 2 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT PURIFICATION-PLANT 1 601-49420-210OPERATING SUPPLIES3,724.4510,310.7218,000.0018,000.007,689.2857.3 601-49420-220REPAIR AND MAINTENANCE735.375,356.6837,400.0037,400.0032,043.3214.3 601-49420-300PROFESSIONAL SERVICES943.003,119.971,200.001,200.00( 1,919.97)260.0 601-49420-310SOFTWARE SUPPORT.00202.79175.00175.00( 27.79)115.9 601-49420-312TESTS1,715.001,715.003,800.003,800.002,085.0045.1 601-49420-321TELEPHONE2,468.872,731.424,220.004,220.001,488.5864.7 601-49420-381ELECTRIC UTILITIES4,210.065,983.9414,075.0014,075.008,091.0642.5 601-49420-383GAS UTILITIES993.561,364.891,895.001,895.00530.1172.0 601-49420-580OTHER EQUIPMENT2,332.00.0051,500.0051,500.0051,500.00.0 TOTAL PURIFICATION-PLANT 117,122.3130,785.41132,265.00132,265.00101,479.5923.3 PURIFICATION-PLANT 2 601-49421-210OPERATING SUPPLIES9,999.128,715.1428,000.0028,000.0019,284.8631.1 601-49421-214SMALL TOOL & MINOR EQUIPMENT25.99.00500.00500.00500.00.0 601-49421-220REPAIR AND MAINTENANCE5,082.068,957.0130,000.0030,000.0021,042.9929.9 601-49421-300PROFESSIONAL SERVICES2,908.333,492.0045,000.0045,000.0041,508.007.8 601-49421-310SOFTWARE SUPPORT.00.00175.00175.00175.00.0 601-49421-321TELEPHONE3,063.863,326.445,240.005,240.001,913.5663.5 601-49421-381ELECTRIC UTILITIES14,073.1117,978.9550,530.0050,530.0032,551.0535.6 601-49421-383GAS UTILITIES4,481.225,542.9910,165.0010,165.004,622.0154.5 601-49421-580OTHER EQUIPMENT.00.0075,000.0075,000.0075,000.00.0 TOTAL PURIFICATION-PLANT 239,633.6948,012.53244,610.00244,610.00196,597.4719.6 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 3 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT DISTRIBUTION 601-49430-210OPERATING SUPPLIES270,477.10279,206.93290,000.00290,000.0010,793.0796.3 601-49430-220REPAIR AND MAINTENANCE8,630.226,809.597,500.007,500.00690.4190.8 601-49430-300PROFESSIONAL SERVICES5,776.8836,364.3181,500.0081,500.0045,135.6944.6 TOTAL DISTRIBUTION284,884.20322,380.83379,000.00379,000.0056,619.1785.1 WELLHEAD PROTECTION 601-49434-303ENGINEERING FEE.00.003,000.003,000.003,000.00.0 TOTAL WELLHEAD PROTECTION.00.003,000.003,000.003,000.00.0 STORAGE-TOWER 1 601-49435-220REPAIR AND MAINTENANCE.00.002,500.002,500.002,500.00.0 601-49435-300PROFESSIONAL SERVICES.00.00300.00300.00300.00.0 601-49435-321TELEPHONE2,223.872,486.423,800.003,800.001,313.5865.4 601-49435-381ELECTRIC UTILITIES1,665.481,898.534,515.004,515.002,616.4742.1 IMPROVEMENTS OTHER THAN BLDG601-49435-530.00.0040,000.0040,000.0040,000.00.0 TOTAL STORAGE-TOWER 13,889.354,384.9551,115.0051,115.0046,730.058.6 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 4 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT WATER MAINTENANCE 601-49440-101WATER DEPT SALARIES49,454.6735,545.66181,460.00181,460.00145,914.3419.6 601-49440-121PERA CONTRIBUTIONS3,105.808,314.8413,420.0013,420.005,105.1662.0 601-49440-122FICA CONTRIBUTIONS2,902.272,427.3510,860.0010,860.008,432.6522.4 601-49440-123DEFERRED COMP-EMPLOYER246.46( 234.98)950.00950.001,184.98( 24.7) 601-49440-125MEDICARE CONTRIBUTIONS.00.002,540.002,540.002,540.00.0 601-49440-130H S A- EMPLOYER CONTRIBUTION4,088.023,976.678,260.008,260.004,283.3348.1 601-49440-131HEALTH INSURANCE10,871.3012,490.9437,380.0037,380.0024,889.0633.4 601-49440-132DENTAL INSURANCE712.68797.162,750.002,750.001,952.8429.0 601-49440-133LIFE INSURANCE88.50107.36155.00155.0047.6469.3 601-49440-134DISABILTY INSURANCE847.61963.831,775.001,775.00811.1754.3 601-49440-151WORKERS COMP. INSUR. PREM..003,028.004,480.004,480.001,452.0067.6 601-49440-171CLOTHING ALLOWANCE512.45330.721,170.001,170.00839.2828.3 601-49440-200OFFICE SUPPLIES90.74179.98200.00200.0020.0290.0 601-49440-201POSTAGE5.801,292.2050.0050.00( 1,242.20)2584.4 601-49440-205MOTOR FUEL3,450.303,789.696,160.006,160.002,370.3161.5 601-49440-210OPERATING SUPPLIES588.02806.382,000.002,000.001,193.6240.3 601-49440-214SMALL TOOL & MINOR EQUIPMENT461.03542.091,500.001,500.00957.9136.1 601-49440-220REPAIR AND MAINTENANCE15,728.4034,874.7020,000.0020,000.00( 14,874.70)174.4 601-49440-230VEHICLE REPAIR & MAINTENANCE1,007.781,274.362,500.002,500.001,225.6451.0 601-49440-300PROFESSIONAL SERVICES4,765.1412,482.5010,000.0010,000.00( 2,482.50)124.8 601-49440-303ENGINEERING FEE176.251,828.001,500.001,500.00( 328.00)121.9 601-49440-310SOFTWARE SUPPORT.00132.75175.00175.0042.2575.9 601-49440-314SAFETY PROGRAM348.64576.271,395.001,395.00818.7341.3 601-49440-319GOPHER STATE NOTIFICATION234.24328.08750.00750.00421.9243.7 601-49440-321TELEPHONE797.50756.061,200.001,200.00443.9463.0 601-49440-331TRAVEL & CONFERENCE EXPENSE440.25712.601,000.001,000.00287.4071.3 601-49440-361GENERAL LIABILITY INSURANCE25,420.1626,053.5427,600.0027,600.001,546.4694.4 601-49440-433DUES & MEMBERSHIPS1,059.321,291.301,015.001,015.00( 276.30)127.2 601-49440-437REAL ESTATE TAXES.00324.00675.00675.00351.0048.0 601-49440-442WATER PERMIT3,646.542,590.223,750.003,750.001,159.7869.1 601-49440-444ANNUAL WATER CONNECTION FEE9,019.009,076.0018,500.0018,500.009,424.0049.1 601-49440-446LICENSE115.9433.20200.00200.00166.8016.6 601-49440-550MOTOR VEHICLES.0020,873.543,500.0019,682.56( 1,190.98)106.1 601-49440-580OTHER EQUIPMENT.00.009,750.009,750.009,750.00.0 601-49440-581COMPUTER HARDWARE.00.00750.00750.00750.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 5 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT TOTAL WATER MAINTENANCE140,184.81187,565.01379,370.00395,552.56207,987.5547.4 WATER GENERAL ADMINISTRATION 601-49490-101WATER ADMIN SALARIES7,610.328,238.4320,855.0020,855.0012,616.5739.5 601-49490-121PERA CONTRIBUTIONS568.41689.671,565.001,565.00875.3344.1 601-49490-122FICA CONTRIBUTIONS541.59620.221,255.001,255.00634.7849.4 601-49490-125MEDICARE CONTRIBUTIONS.00.00295.00295.00295.00.0 601-49490-130H S A- EMPLOYER CONTRIBUTION240.00480.00600.00600.00120.0080.0 601-49490-131HEALTH INSURANCE910.002,156.285,250.005,250.003,093.7241.1 601-49490-132DENTAL INSURANCE57.12116.62360.00360.00243.3832.4 601-49490-133LIFE INSURANCE9.319.3120.0020.0010.6946.6 601-49490-134DISABILTY INSURANCE104.37106.96215.00215.00108.0449.8 601-49490-151WORKERS COMP. INSUR. PREM..0055.0095.0095.0040.0057.9 601-49490-171CLOTHING ALLOWANCE.00.0015.0015.0015.00.0 601-49490-200OFFICE SUPPLIES22.3766.63150.00150.0083.3744.4 601-49490-201POSTAGE1,681.771,530.882,550.002,550.001,019.1260.0 601-49490-210OPERATING SUPPLIES1,199.56928.751,750.001,750.00821.2553.1 601-49490-300PROFESSIONAL SERVICES.003,742.504,000.004,000.00257.5093.6 601-49490-310SOFTWARE SUPPORT2,542.533,529.404,850.004,850.001,320.6072.8 601-49490-317OTHER FEES.00.0015.0015.0015.00.0 601-49490-331TRAVEL & CONFERENCE EXPENSE93.0984.17250.00250.00165.8333.7 601-49490-340ADVERTISING.00112.12.00.00( 112.12).0 601-49490-410RENTALS344.34507.06500.00500.00( 7.06)101.4 601-49490-581COMPUTER HARDWARE.00425.07250.00250.00( 175.07)170.0 TOTAL WATER GENERAL ADMINISTRA 15,924.7823,399.0744,840.0044,840.0021,440.9352.2 DEPRECIATION EXPENSE 601-49970-420DEPRECIATION.00.00475,000.00475,000.00475,000.00.0 TOTAL DEPRECIATION EXPENSE.00.00475,000.00475,000.00475,000.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 6 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 WATER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT TOTAL FUND EXPENDITURES544,462.25653,441.812,433,910.002,450,092.561,796,650.7526.7 NET REVENUE OVER EXPENDITURES36,679.18( 11,002.74)( 991,205.00)( 1,007,387.56)( 996,384.82)( 1.1) FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 7 CITYOFSTJOSEPH BALANCE SHEET JULY 31, 2025 FUND 602 - SEWER FUND ASSETS 602-10199CASH3,527,084.22 602-10500ACCOUNTS RECEIVABLE134,931.80 602-16100LAND4,940.50 602-16200BUILDING1,295,253.80 602-16210ACCUMULATED DEPR. BUILDING( 402,928.56) 602-16300TREATMENT PLANT & LINE9,940,907.92 602-16310ACCUMULATED DEPR. PLANT & LINE( 3,553,062.73) 602-16320INTANGIBLE ASSETS9,180,409.24 602-16330ACCUMULATED DEPR. INTANGIBLES( 3,585,353.01) 602-16400MACHINERY & EQUIPMENT736,778.71 602-16410ACCUMULATED DEPR. MACH & EQUIP( 604,021.98) 602-16500CONSTRUCTION IN PROGRESS804,029.16 TOTAL ASSETS17,478,969.07 LIABILITIES AND EQUITY LIABILITIES 602-20200ACCOUNTS PAYABLE3,022.21 602-22500BONDS PAYABLE -CURRENT PORTION130,000.00 602-22510NOTES PAYABLE -CURRENT PORTION395,299.00 602-22530REVENUE BONDS PAYABLE410,000.00 602-22540NONCURRENT NOTES PAYABLE2,609,771.00 602-22840NET PENSION LIABILITY92,888.00 602-23200UNAMORTIZED BOND PREMIUM28,230.00 TOTAL LIABILITIES3,669,210.21 FUND EQUITY 602-25310UNASSIGNED FUND BALANCE5,509,290.31 602-26120CONTRIB. FROM DEVELOPERS1,735,533.93 602-26140CONTRIB. FROM CAPITAL FUNDS6,288,285.33 REVENUE OVER EXPENDITURES - YTD276,649.29 TOTAL FUND EQUITY13,809,758.86 TOTAL LIABILITIES AND EQUITY17,478,969.07 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT UTILITIES REVENUE 602-00000-36100SPECIAL ASSESSMENTS( 644.25)( 515.97)400.00400.00915.97(129.0) 602-00000-36210INTEREST EARNINGS55,676.1871,461.5835,000.0035,000.00( 36,461.58)204.2 602-00000-36230CONTRIBUTIONS - GENERAL500.00517.00700.00700.00183.0073.9 602-00000-37110SANITARY SEWER USE SERVICE443,787.13466,294.11937,715.00937,715.00471,420.8949.7 602-00000-37160PENALTIES AND FORFEITED DISC2,576.834,343.893,500.003,500.00( 843.89)124.1 602-00000-37180SEWER FIXED CHARGE320,302.39333,917.58670,980.00670,980.00337,062.4249.8 602-00000-39201TRANSFERS FROM OTHER FUNDS.0016,182.5672,500.0072,500.0056,317.4422.3 TOTAL UTILITIES REVENUE822,198.28892,200.751,720,795.001,720,795.00828,594.2551.9 TOTAL FUND REVENUE822,198.28892,200.751,720,795.001,720,795.00828,594.2551.9 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 8 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT BOND PAYMENT (P & I) 602-47100-600DEBT SERVICE - PRINCIPAL.00.00130,000.00130,000.00130,000.00.0 602-47100-611BOND INTEREST( 28,484.00)5,400.0010,800.0010,800.005,400.0050.0 602-47100-620AGENT FEES365.00.00365.00365.00365.00.0 TOTAL BOND PAYMENT (P & I)( 28,119.00)5,400.00141,165.00141,165.00135,765.003.8 OTHER FINANCING USES 602-49300-720TRANSFERS TO OTHER FUNDS27,580.0029,050.0029,050.0029,050.00.00100.0 TOTAL OTHER FINANCING USES27,580.0029,050.0029,050.0029,050.00.00100.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 9 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT SANITARY SEWER MAINTENANCE 602-49450-101SEWER DEPT SALARIES11,781.91( 530.59)176,385.00176,385.00176,915.59( .3) 602-49450-121PERA CONTRIBUTIONS278.485,604.5613,040.0013,040.007,435.4443.0 602-49450-122FICA CONTRIBUTIONS217.39( 154.41)10,550.0010,550.0010,704.41( 1.5) 602-49450-123DEFERRED COMP-EMPLOYER246.46( 219.42)950.00950.001,169.42( 23.1) 602-49450-125MEDICARE CONTRIBUTIONS.00.002,470.002,470.002,470.00.0 602-49450-130H S A- EMPLOYER CONTRIBUTION3,720.973,601.297,915.007,915.004,313.7145.5 602-49450-131HEALTH INSURANCE9,900.9311,270.1436,330.0036,330.0025,059.8631.0 602-49450-132DENTAL INSURANCE659.52736.262,680.002,680.001,943.7427.5 602-49450-133LIFE INSURANCE60.4069.60150.00150.0080.4046.4 602-49450-134DISABILTY INSURANCE814.60918.261,730.001,730.00811.7453.1 602-49450-151WORKERS COMP. INSUR. PREM..002,549.005,145.005,145.002,596.0049.5 602-49450-171CLOTHING ALLOWANCE510.64329.411,205.001,205.00875.5927.3 602-49450-200OFFICE SUPPLIES60.61.00200.00200.00200.00.0 602-49450-205MOTOR FUEL4,051.844,391.556,660.006,660.002,268.4565.9 602-49450-210OPERATING SUPPLIES143.032,029.942,200.002,200.00170.0692.3 602-49450-214SMALL TOOL & MINOR EQUIPMENT47.77617.671,500.001,500.00882.3341.2 602-49450-220REPAIR AND MAINTENANCE1,434.072,614.417,500.007,500.004,885.5934.9 602-49450-230VEHICLE REPAIR & MAINTENANCE2,067.753,358.194,500.004,500.001,141.8174.6 602-49450-300PROFESSIONAL SERVICES90.00202.5010,000.0010,000.009,797.502.0 602-49450-303ENGINEERING FEE706.95.001,000.001,000.001,000.00.0 602-49450-310SOFTWARE SUPPORT.00132.751,695.001,695.001,562.257.8 602-49450-321TELEPHONE763.50756.06995.00995.00238.9476.0 602-49450-331TRAVEL & CONFERENCE EXPENSE566.77362.601,000.001,000.00637.4036.3 602-49450-361GENERAL LIABILITY INSURANCE11,927.1412,298.5413,235.0013,235.00936.4692.9 602-49450-433DUES & MEMBERSHIPS819.331,039.301,250.001,250.00210.7083.1 602-49450-446LICENSE146.3756.20200.00200.00143.8028.1 IMPROVEMENTS OTHER THAN BLDG602-49450-53086.001,142.1015,000.0015,000.0013,857.907.6 602-49450-550MOTOR VEHICLES.0020,873.553,500.0019,682.56( 1,190.99)106.1 602-49450-580OTHER EQUIPMENT.00.0047,250.0047,250.0047,250.00.0 602-49450-581COMPUTER HARDWARE.00.00750.00750.00750.00.0 TOTAL SANITARY SEWER MAINTENA 51,102.4374,049.46376,985.00393,167.56319,118.1018.8 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 10 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT LIFT STATION-BAKER STREET 602-49470-220REPAIR AND MAINTENANCE1,130.121,417.402,500.002,500.001,082.6056.7 602-49470-300PROFESSIONAL SERVICES.00325.00300.00300.00( 25.00)108.3 602-49470-381ELECTRIC UTILITIES2,056.032,203.584,760.004,760.002,556.4246.3 IMPROVEMENTS OTHER THAN BLDG602-49470-530.00.002,500.002,500.002,500.00.0 TOTAL LIFT STATION-BAKER STREET3,186.153,945.9810,060.0010,060.006,114.0239.2 LIFT STATION-RIDGEWOOD/DBL 602-49471-220REPAIR AND MAINTENANCE.00.002,500.002,500.002,500.00.0 602-49471-300PROFESSIONAL SERVICES.00.00300.00300.00300.00.0 602-49471-381ELECTRIC UTILITIES2,297.16937.821,540.001,540.00602.1860.9 602-49471-383GAS UTILITIES286.07363.65660.00660.00296.3555.1 IMPROVEMENTS OTHER THAN BLDG602-49471-530.00.002,500.002,500.002,500.00.0 TOTAL LIFT STATION-RIDGEWOOD/DB 2,583.231,301.477,500.007,500.006,198.5317.4 LIFT STATION-NORTHLAND 602-49472-220REPAIR AND MAINTENANCE27.32.002,500.002,500.002,500.00.0 602-49472-381ELECTRIC UTILITIES629.05644.141,240.001,240.00595.8652.0 IMPROVEMENTS OTHER THAN BLDG602-49472-530.00.002,500.002,500.002,500.00.0 TOTAL LIFT STATION-NORTHLAND656.37644.146,240.006,240.005,595.8610.3 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 11 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT LIFT STATION-CR 121 602-49473-220REPAIR AND MAINTENANCE31,860.05.002,500.002,500.002,500.00.0 602-49473-381ELECTRIC UTILITIES992.11987.631,880.001,880.00892.3752.5 IMPROVEMENTS OTHER THAN BLDG602-49473-530.0047,978.002,500.002,500.00( 45,478.00)1919.1 TOTAL LIFT STATION-CR 12132,852.1648,965.636,880.006,880.00( 42,085.63)711.7 LIFT STATION-MAIN 602-49480-201POSTAGE83.18.00200.00200.00200.00.0 602-49480-210OPERATING SUPPLIES628.2813,327.3115,000.0015,000.001,672.6988.9 602-49480-220REPAIR AND MAINTENANCE1,681.986,409.715,000.005,000.00( 1,409.71)128.2 602-49480-300PROFESSIONAL SERVICES1,300.00325.008,500.008,500.008,175.003.8 602-49480-312TESTS5,500.505,105.009,500.009,500.004,395.0053.7 602-49480-321TELEPHONE2,223.922,486.463,800.003,800.001,313.5465.4 602-49480-381ELECTRIC UTILITIES2,851.783,095.708,275.008,275.005,179.3037.4 602-49480-383GAS UTILITIES435.87528.02910.00910.00381.9858.0 602-49480-419SEWER USE RENTAL121,916.99186,246.41300,000.00300,000.00113,753.5962.1 602-49480-580OTHER EQUIPMENT.00.003,000.003,000.003,000.00.0 602-49480-602ST. CLOUD DEBT SERVICE169,985.90210,887.25546,275.00546,275.00335,387.7538.6 TOTAL LIFT STATION-MAIN306,608.40428,410.86900,460.00900,460.00472,049.1447.6 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 12 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT SEWER GENERAL ADMINISTRATION 602-49490-101SEWER ADMIN SALARIES7,610.328,238.4320,855.0020,855.0012,616.5739.5 602-49490-121PERA CONTRIBUTIONS568.41689.671,565.001,565.00875.3344.1 602-49490-122FICA CONTRIBUTIONS541.58620.221,255.001,255.00634.7849.4 602-49490-125MEDICARE CONTRIBUTIONS.00.00295.00295.00295.00.0 602-49490-130H S A- EMPLOYER CONTRIBUTION240.00480.00600.00600.00120.0080.0 602-49490-131HEALTH INSURANCE910.002,156.285,250.005,250.003,093.7241.1 602-49490-132DENTAL INSURANCE57.12116.62360.00360.00243.3832.4 602-49490-133LIFE INSURANCE9.319.3120.0020.0010.6946.6 602-49490-134DISABILTY INSURANCE104.37106.96215.00215.00108.0449.8 602-49490-151WORKERS COMP. INSUR. PREM..0055.0095.0095.0040.0057.9 602-49490-171CLOTHING ALLOWANCE.00.0015.0015.0015.00.0 602-49490-200OFFICE SUPPLIES22.3766.63300.00300.00233.3722.2 602-49490-201POSTAGE1,681.751,515.702,880.002,880.001,364.3052.6 602-49490-210OPERATING SUPPLIES1,199.57928.751,750.001,750.00821.2553.1 602-49490-300PROFESSIONAL SERVICES.003,742.504,000.004,000.00257.5093.6 602-49490-310SOFTWARE SUPPORT2,542.533,466.404,850.004,850.001,383.6071.5 602-49490-314SAFETY PROGRAM772.55247.061,395.001,395.001,147.9417.7 602-49490-319GOPHER STATE NOTIFICATION234.26328.07500.00500.00171.9365.6 602-49490-331TRAVEL & CONFERENCE EXPENSE93.0984.17250.00250.00165.8333.7 602-49490-410RENTALS344.34507.08500.00500.00( 7.08)101.4 602-49490-581COMPUTER HARDWARE.00425.07250.00250.00( 175.07)170.0 TOTAL SEWER GENERAL ADMINISTR 16,931.5723,783.9247,200.0047,200.0023,416.0850.4 DEPRECIATION EXPENSE 602-49970-420DEPRECIATION.00.00565,000.00565,000.00565,000.00.0 TOTAL DEPRECIATION EXPENSE.00.00565,000.00565,000.00565,000.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 13 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 SEWER FUND PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT TOTAL FUND EXPENDITURES413,381.31615,551.462,090,540.002,106,722.561,491,171.1029.2 NET REVENUE OVER EXPENDITURES408,816.97276,649.29( 369,745.00)( 385,927.56)( 662,576.85)71.7 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 14 CITYOFSTJOSEPH BALANCE SHEET JULY 31, 2025 FUND 603 - REFUSE/RECYCLING/COMPOST ASSETS 603-10199CASH252,665.41 603-10500ACCOUNTS RECEIVABLE62,837.37 603-16400MACHINERY & EQUIPMENT67,997.94 603-16410ACCUMULATED DEPR. MACH & EQUIP( 51,577.21) TOTAL ASSETS331,923.51 LIABILITIES AND EQUITY LIABILITIES 603-20200ACCOUNTS PAYABLE215.00 603-22840NET PENSION LIABILITY8,348.00 TOTAL LIABILITIES8,563.00 FUND EQUITY 603-25310UNASSIGNED FUND BALANCE250,809.43 603-26140CONTRIB. FROM CAPITAL FUNDS42,015.46 REVENUE OVER EXPENDITURES - YTD30,535.62 TOTAL FUND EQUITY323,360.51 TOTAL LIABILITIES AND EQUITY331,923.51 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 REFUSE/RECYCLING/COMPOST PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT UTILITIES REVENUE 603-00000-31320STATE SALES TAX12.06( 101.87).00.00101.87.0 603-00000-32000LICENSES & PERMITS32,870.5032,100.0037,205.0037,205.005,105.0086.3 603-00000-34404PENALTIES AND FORFEIFTED DISC1,234.212,234.742,500.002,500.00265.2689.4 603-00000-36100SPECIAL ASSESSMENTS( 371.70)( 234.53)200.00200.00434.53(117.3) 603-00000-36210INTEREST EARNINGS3,493.164,721.572,000.002,000.00( 2,721.57)236.1 603-00000-37105REFUSE COLLECTION CHARGES239,198.37242,291.67553,450.00553,450.00311,158.3343.8 603-00000-39201TRANSFERS FROM OTHER FUNDS.0024,850.00.00.00( 24,850.00).0 TOTAL UTILITIES REVENUE276,436.60305,861.58595,355.00595,355.00289,493.4251.4 TOTAL FUND REVENUE276,436.60305,861.58595,355.00595,355.00289,493.4251.4 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:25PM PAGE: 15 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 REFUSE/RECYCLING/COMPOST PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT WASTE COLLECTION 603-43230-101REFUSE SALARIES9,395.469,664.3925,060.0025,060.0015,395.6138.6 603-43230-121PERA CONTRIBUTIONS699.50795.691,880.001,880.001,084.3142.3 603-43230-122FICA CONTRIBUTIONS669.35721.461,510.001,510.00788.5447.8 603-43230-125MEDICARE CONTRIBUTIONS.00.00355.00355.00355.00.0 603-43230-130H S A- EMPLOYER CONTRIBUTION357.50600.00905.00905.00305.0066.3 603-43230-131HEALTH INSURANCE1,470.002,768.786,300.006,300.003,531.2244.0 603-43230-132DENTAL INSURANCE98.14158.76435.00435.00276.2436.5 603-43230-133LIFE INSURANCE10.8510.5725.0025.0014.4342.3 603-43230-134DISABILTY INSURANCE136.23132.86260.00260.00127.1451.1 603-43230-151WORKERS COMP. INSUR. PREM..00215.00330.00330.00115.0065.2 603-43230-171CLOTHING ALLOWANCE22.30.0015.0015.0015.00.0 603-43230-200OFFICE SUPPLIES22.3666.63100.00100.0033.3766.6 603-43230-201POSTAGE1,681.771,515.702,880.002,880.001,364.3052.6 603-43230-210OPERATING SUPPLIES582.00680.00615.00615.00( 65.00)110.6 603-43230-300PROFESSIONAL SERVICES24,545.0025,385.0030,780.0030,780.005,395.0082.5 603-43230-302MAINTENANCE REIMBURSEMENT1,250.001,180.001,175.001,175.00( 5.00)100.4 603-43230-304LEGAL FEES142.5078.75.00.00( 78.75).0 603-43230-310SOFTWARE SUPPORT2,542.523,285.564,450.004,450.001,164.4473.8 603-43230-331TRAVEL & CONFERENCE EXPENSE93.0984.17250.00250.00165.8333.7 603-43230-384REFUSE DISPOSAL216,970.39226,714.83513,400.00513,400.00286,685.1744.2 603-43230-410RENTALS344.36697.74500.00500.00( 197.74)139.6 603-43230-510LAND AND LAND IMPROVEMENTS.00.0015,000.0015,000.0015,000.00.0 603-43230-580OTHER EQUIPMENT.00.005,000.005,000.005,000.00.0 603-43230-581COMPUTER HARDWARE.00425.07250.00250.00( 175.07)170.0 TOTAL WASTE COLLECTION261,033.32275,180.96611,475.00611,475.00336,294.0445.0 OTHER FINANCING USES 603-49300-720TRANSFERS TO OTHER FUNDS35.00145.00145.00145.00.00100.0 TOTAL OTHER FINANCING USES35.00145.00145.00145.00.00100.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 16 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 REFUSE/RECYCLING/COMPOST PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT DEPRECIATION EXPENSE 603-49970-420DEPRECIATION.00.002,200.002,200.002,200.00.0 TOTAL DEPRECIATION EXPENSE.00.002,200.002,200.002,200.00.0 TOTAL FUND EXPENDITURES261,068.32275,325.96613,820.00613,820.00338,494.0444.9 NET REVENUE OVER EXPENDITURES15,368.2830,535.62( 18,465.00)( 18,465.00)( 49,000.62)165.4 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 17 CITYOFSTJOSEPH BALANCE SHEET JULY 31, 2025 FUND 651 - STORM WATER UTILITY ASSETS 651-10199CASH736,397.35 651-10500ACCOUNTS RECEIVABLE21,397.50 651-16300TREATMENT PLANT & LINE7,331,027.05 651-16310ACCUMULATED DEPR. PLANT & LINE( 2,289,141.19) 651-16320INTANGIBLE ASSETS67,914.92 651-16400MACHINERY & EQUIPMENT172,248.21 651-16410ACCUMULATED DEPR. MACH & EQUIP( 123,284.66) TOTAL ASSETS5,916,559.18 LIABILITIES AND EQUITY LIABILITIES 651-20200ACCOUNTS PAYABLE585.00 651-22840NET PENSION LIABILITY17,563.00 TOTAL LIABILITIES18,148.00 FUND EQUITY 651-25310UNASSIGNED FUND BALANCE2,619,885.89 651-26100CONTRIB. FROM DEVELOPERS505,905.98 651-26140CONTRIB. FROM CAPITAL FUNDS2,716,542.00 REVENUE OVER EXPENDITURES - YTD56,077.31 TOTAL FUND EQUITY5,898,411.18 TOTAL LIABILITIES AND EQUITY5,916,559.18 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STORM WATER UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT UTILITIES REVENUE 1065. 651-00000-36100SPECIAL ASSESSMENTS( 7,303.13)( 2,130.42)200.00200.002,330.42 651-00000-36210INTEREST EARNINGS9,624.5214,094.865,000.005,000.00( 9,094.86)281.9 651-00000-37110STORM WATER USE SERVICE109,173.40110,172.44219,150.00219,150.00108,977.5650.3 651-00000-37160PENALTIES AND FORFEIFTED DISC403.78716.741,000.001,000.00283.2671.7 651-00000-39305INSURANCE RECOVERY.002,020.00.00.00( 2,020.00).0 TOTAL UTILITIES REVENUE111,898.57124,873.62225,350.00225,350.00100,476.3855.4 TOTAL FUND REVENUE111,898.57124,873.62225,350.00225,350.00100,476.3855.4 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 18 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STORM WATER UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT OTHER FINANCING USES 651-49300-720TRANSFERS TO OTHER FUNDS17,595.0018,855.0018,855.0018,855.00.00100.0 TOTAL OTHER FINANCING USES17,595.0018,855.0018,855.0018,855.00.00100.0 STORM WATER GENERAL ADMIN 651-49490-101STORMWATER ADMIN SALARIES5,707.746,178.8712,515.0012,515.006,336.1349.4 651-49490-121PERA CONTRIBUTIONS426.36517.20940.00940.00422.8055.0 651-49490-122FICA CONTRIBUTIONS406.18465.21755.00755.00289.7961.6 651-49490-125MEDICARE CONTRIBUTIONS.00.00175.00175.00175.00.0 651-49490-130H S A- EMPLOYER CONTRIBUTION180.00360.00360.00360.00.00100.0 651-49490-131HEALTH INSURANCE682.501,617.283,150.003,150.001,532.7251.3 651-49490-132DENTAL INSURANCE42.8487.50215.00215.00127.5040.7 651-49490-133LIFE INSURANCE7.007.0010.0010.003.0070.0 651-49490-134DISABILTY INSURANCE78.2680.22130.00130.0049.7861.7 651-49490-151WORKERS COMP. INSUR. PREM..0033.0060.0060.0027.0055.0 651-49490-171CLOTHING ALLOWANCE.00.0010.0010.0010.00.0 651-49490-200OFFICE SUPPLIES22.3666.63100.00100.0033.3766.6 651-49490-201POSTAGE165.861,349.04.00.00( 1,349.04).0 651-49490-310SOFTWARE SUPPORT1,938.172,740.995,925.005,925.003,184.0146.3 651-49490-331TRAVEL & CONFERENCE EXPENSE55.85636.55150.00150.00( 486.55)424.4 651-49490-581COMPUTER HARDWARE.00425.07250.00250.00( 175.07)170.0 TOTAL STORM WATER GENERAL ADM 9,713.1214,564.5624,745.0024,745.0010,180.4458.9 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 19 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STORM WATER UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT STORM WATER MAINTENANCE 651-49900-101STORMWATER DEPT SALARIES4,803.038,346.6053,745.0053,745.0045,398.4015.5 651-49900-121PERA CONTRIBUTIONS338.98844.853,965.003,965.003,120.1521.3 651-49900-122FICA CONTRIBUTIONS357.85629.073,225.003,225.002,595.9319.5 651-49900-123DEFERRED COMP-EMPLOYER.00.00425.00425.00425.00.0 651-49900-125MEDICARE CONTRIBUTIONS.00.00755.00755.00755.00.0 651-49900-130H S A- EMPLOYER CONTRIBUTION451.98452.592,280.002,280.001,827.4119.9 651-49900-131HEALTH INSURANCE1,120.001,225.0010,650.0010,650.009,425.0011.5 651-49900-132DENTAL INSURANCE82.0484.28800.00800.00715.7210.5 651-49900-133LIFE INSURANCE6.538.4545.0045.0036.5518.8 651-49900-134DISABILTY INSURANCE108.50108.50525.00525.00416.5020.7 651-49900-151WORKERS COMP. INSUR. PREM..00552.001,575.001,575.001,023.0035.1 651-49900-171CLOTHING ALLOWANCE37.6527.90360.00360.00332.107.8 651-49900-210OPERATING SUPPLIES410.47.001,600.001,600.001,600.00.0 651-49900-220REPAIR AND MAINTENANCE.003,343.992,000.002,000.00( 1,343.99)167.2 651-49900-300PROFESSIONAL SERVICES.00400.00250.00250.00( 150.00)160.0 651-49900-302MAINTENANCE REIMBURSEMENT14,000.0014,000.0014,000.0014,000.00.00100.0 651-49900-303ENGINEERING FEE220.001,123.505,000.005,000.003,876.5022.5 651-49900-308COMMUNITY PROGRAMS1,779.001,620.001,800.001,800.00180.0090.0 651-49900-310SOFTWARE SUPPORT984.00120.002,680.002,680.002,560.004.5 651-49900-321TELEPHONE632.41528.42995.00995.00466.5853.1 651-49900-340ADVERTISING.00.0075.0075.0075.00.0 651-49900-410RENTALS.00.00250.00250.00250.00.0 IMPROVEMENTS OTHER THAN BLDG651-49900-5301,442.271,961.6010,000.0010,000.008,038.4019.6 651-49900-580OTHER EQUIPMENT.00.0016,000.0016,000.0016,000.00.0 TOTAL STORM WATER MAINTENANCE 26,774.7135,376.75133,000.00133,000.0097,623.2526.6 DEPRECIATION EXPENSE 651-49970-420DEPRECIATION.00.00170,000.00170,000.00170,000.00.0 TOTAL DEPRECIATION EXPENSE.00.00170,000.00170,000.00170,000.00.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 20 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STORM WATER UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT TOTAL FUND EXPENDITURES54,082.8368,796.31346,600.00346,600.00277,803.6919.9 NET REVENUE OVER EXPENDITURES57,815.7456,077.31( 121,250.00)( 121,250.00)( 177,327.31)46.3 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 21 CITYOFSTJOSEPH BALANCE SHEET JULY 31, 2025 FUND 652 - STREET LIGHT UTILITY ASSETS 652-10199CASH152,946.63 652-10500ACCOUNTS RECEIVABLE7,800.25 TOTAL ASSETS160,746.88 LIABILITIES AND EQUITY LIABILITIES 652-20200ACCOUNTS PAYABLE287.00 652-22840NET PENSION LIABILITY4,178.00 TOTAL LIABILITIES4,465.00 FUND EQUITY 652-25310UNASSIGNED FUND BALANCE149,455.03 REVENUE OVER EXPENDITURES - YTD6,826.85 TOTAL FUND EQUITY156,281.88 TOTAL LIABILITIES AND EQUITY160,746.88 CITY OF ST JOSEPH REVENUES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STREET LIGHT UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT UTILITIES REVENUE 652-00000-36100SPECIAL ASSESSMENTS( 39.48)( 22.49)50.0050.0072.49( 45.0) 652-00000-36210INTEREST EARNINGS2,301.042,951.301,500.001,500.00( 1,451.30)196.8 652-00000-37110USAGE RATE43,916.4044,166.3490,555.0090,555.0046,388.6648.8 652-00000-37160PENALTIES AND FORFEITED DISC139.52236.48300.00300.0063.5278.8 TOTAL UTILITIES REVENUE46,317.4847,331.6392,405.0092,405.0045,073.3751.2 TOTAL FUND REVENUE46,317.4847,331.6392,405.0092,405.0045,073.3751.2 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 22 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STREET LIGHT UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT STREET LIGHTING 652-43160-101STREET LIGHT SALARIES5,533.205,722.0127,565.0027,565.0021,842.9920.8 652-43160-121PERA CONTRIBUTIONS409.85466.25625.00625.00158.7574.6 652-43160-122FICA CONTRIBUTIONS394.96429.84500.00500.0070.1686.0 652-43160-123DEFERRED COMP.00.00100.00100.00100.00.0 652-43160-125MEDICARE CONTRIBUTIONS.00.00115.00115.00115.00.0 652-43160-130H S A- EMPLOYER CONTRIBUTION571.98692.60240.00240.00( 452.60)288.6 652-43160-131HEALTH INSURANCE1,575.002,303.002,100.002,100.00( 203.00)109.7 652-43160-132DENTAL INSURANCE110.88142.66145.00145.002.3498.4 652-43160-133LIFE INSURANCE7.306.4610.0010.003.5464.6 652-43160-134DISABILTY INSURANCE106.54107.6685.0085.00( 22.66)126.7 652-43160-151WORKERS COMP. INSUR. PREM..00287.001,155.001,155.00868.0024.9 652-43160-171CLOTHING ALLOWANCE.00.005.005.005.00.0 652-43160-201POSTAGE165.861,349.04.00.00( 1,349.04).0 652-43160-220REPAIR AND MAINTENANCE232.99.004,000.004,000.004,000.00.0 652-43160-303ENGINEERING.00121.50.00.00( 121.50).0 652-43160-310SOFTWARE SUPPORT604.37725.442,315.002,315.001,589.5631.3 652-43160-331TRAVEL & CONFERENCE EXPENSE37.2434.35100.00100.0065.6534.4 652-43160-386STREET LIGHTING20,618.1027,166.9757,560.0057,560.0030,393.0347.2 652-43160-387HOLIDAY DECORATIONS.00.002,000.002,000.002,000.00.0 652-43160-410RENTALS125.00.00.00.00.00.0 IMPROVEMENTS OTHER THAN BLDG652-43160-530.00.0015,000.0015,000.0015,000.00.0 652-43160-580OTHER EQUIPMENT.00.00750.00750.00750.00.0 TOTAL STREET LIGHTING30,493.2739,554.78114,370.00114,370.0074,815.2234.6 OTHER FINANCING USES 652-49300-720TRANSFERS TO OTHER FUNDS.00950.00950.00950.00.00100.0 TOTAL OTHER FINANCING USES.00950.00950.00950.00.00100.0 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 23 CITY OF ST JOSEPH EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 7 MONTHS ENDING JULY 31, 2025 STREET LIGHT UTILITY PRIOR YTD AMOUNTYTD ACTUALORIGINAL BUDGETBUDGETUNEXPENDEDPCNT TOTAL FUND EXPENDITURES30,493.2740,504.78115,320.00115,320.0074,815.2235.1 NET REVENUE OVER EXPENDITURES15,824.216,826.85( 22,915.00)( 22,915.00)( 29,741.85)29.8 FOR ADMINISTRATION USE ONLY58 % OF THE FISCAL YEAR HAS ELAPSED08/13/2025 12:26PM PAGE: 24 STAFF MEMO Prepared by: Lori Bartlett, Finance Meeting Date: 8-18-25 ☒ Consent Agenda Item ☐ Regular Agenda Item Agenda Item # 5d Reviewed by: Item: Donations and Contributions Priority: N/A ACTION EQUESTED Consider approval Resolution 2025-056 accepting donations as presented. BOARD/COMMISSION/COMMITTEE RECOMMENDATION none PREVIOUS COUNCIL ACTION none REFERENCE AND BACKGROUND Minnesota Statute 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. By accepting the donations, the city is accepting the intent of the donations. The in-kind donations are estimates. Total Dog Park cash donations received through 7/31/25 = $7,190 + $1,149 for pavers and refreshments. Total Community Center/YMCA donations received through 7/31/25 = $581,243. BUDGET IMPACT $59,872.00 STAFF RECOMMENDED ACTION Accept the donations as presented in Resolution 2025-056. SUPPORTING DATA/ATTACHMENTS Resolution 2025-056 Accepting Donations RESOLUTION 2025-056 RESOLUTION ACCEPTED DONATION(S) WHEREAS, The City of St. Joseph is generally authorized to accepts gifts and bequests pursuant to Minnesota Statutes Section 465.03 and Minnesota Statutes Section 471.17 for the benefit of its citizens; and WHEREAS, said Minnesota Statute 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council; and WHEREAS, the following person/persons and/or entity/entities has/have donated real and/or personal property as follows: DONOR METHOD PURPOSE AMOUNT St. Joseph Women of Today Cash Fire Dept Radio Replacement $200.00 St. Joseph Lion’s Club Cash Fire Dept Radio Replacement $800.00 Knights of Columbus Cash Fire Dept Radio Replacement $2,000.00 Anonymous Cash Disc Golf $15.00 Anonymous Cash Dog Park $5.00 Anonymous Cash RV Dump Station $352.00 Various Cash Community Center/YMCA $56,500.00 WHEREAS, all such donations have been contributed to assist the various city departments and programs as allowed by law; and WHEREAS, the City Council finds that it is appropriate to accept the donations offered. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF ST. JOSEPH, MINNESOTA, AS FOLLOWS: 1. The donations described above are accepted. 2. The Finance Department is hereby directed to issue receipts to each donor acknowledging the city’s receipt of the donors’ donations. ADOPTED by the City Council this 18th day of August, 2025. CITY OF ST. JOSEPH Adam Scepaniak, Mayor ATTEST David Murphy, City Administrator STAFF MEMO Prepared by: City Clerk Meeting Date: 8/18/25 ☒ Consent Agenda Item ☐ Regular Agenda Item Agenda Item # 5e Reviewed by: Item: Payment Application No. 3 Rivers Bend Park Improvements ACTION REQUESTED Approve Payment Application No. 1 for the CSAH 2/MN Street roundabout in the amount of $36,374.30. BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A PREVIOUS COUNCIL ACTION N/A REFERENCE AND BACKGROUND This is payment #1 for the CSAH 2/MN St roundabout project with Stearns County. BUDGET IMPACT $36,374.30 STAFF RECOMMENDED ACTION Approve Payment Application No. 1 for the CSAH 2/MN Street roundabout in the amount of $36,374.30. SUPPORTING DATA/ATTACHMENTS Payment Application STEARNS COUNTY HIGHWAY P.O. Box 246 St. Cloud, MN 56302 320-255-6180 Fax 320-255-6186 INVOICE NO: 129-2025 DATE: 7/31/2025 To:City of St. Joseph Attn.: dmurphy@cityofstjoseph.com; lbartlett@cityofstjoseph.com ap@cityofstjoseph.com P O Box 668 St. Joseph, MN 56374 SP 073-070-028 QUANTITY DESCRIPTION UNIT PRICE AMOUNT SP 073-070-028 Work Certified to date $485,008.58 Local Participation $38,288.74 $38,288.74 Less Retainage 5% (1,914.44)$ Total Amount Due $36,374.30 TOTAL DUE 36,374.30$ Make all checks payable to: Stearns County Highway. If you have any questions concerning this invoice, contact Tracey Worzala, Office Manager 320-255-6180. THANK YOU FOR YOUR BUSINESS! M/Shared/excel/forms/invoice STAFF MEMO Prepared by: Community Development Meeting Date: 8/18/2025 ☐Consent Agenda Item ☒Regular Agenda Item Agenda Item 5f Reviewed by: Item: Conditional Use Permit, Minor Recreational Vehicle and Automobile Sales at 8075 Sterling Dr. ACTION REQUESTED 1. Motion to approve Resolution 2025-053 approving a conditional use permit for minor recreational and vehicle sales at 8075 Sterling Dr. St. Joseph. BOARD/COMMISSION/COMMITTEE RECOMMENDATION The Planning Commission held a public hearing and reviewed the request for a conditional use permit (CUP) for minor recreational vehicle and automobile sales at 8075 Sterling Drive and recommended approval (4-0). PREVIOUS COUNCIL ACTION On July 21, 2025, the City Council approved a zoning ordinance text amendment adding minor recreational vehicle and automobile sales as a conditional use in the L-I Light Industrial District following a request by Bob Ethen and recommendation by the Planning Commission. REFERENCE AND BACKGROUND The City has received a request from property owner Bob Ethen for a CUP for limited automobile sales at 8075 Sterling Drive located in St. Joseph Industrial Park East. The property is zoned L-I Light Industrial and minor recreational vehicle and automobile sales is a conditional use provided the lot is 2.5 acres or less, there are no more than five vehicles stored or sold on the property at any given time and all sales and storage must be indoors. Mr. Ethen is downsizing his current vehicle sales operation, AMI Auctions, and relocating to 8075 Sterling Dr. where he is proposing limited indoor car sales with no more than five vehicles for sale at any given time, and all vehicles that are for sale will be inside. If a proposed conditional use satisfies both the general and specific standards set out in the zoning ordinance, the applicant is entitled to the conditional use permit. A conditional use permit is a property right that “runs with the land.” That is, it attaches to and benefits the land and is not limited to a particular landowner. A city may attach reasonable conditions relating to the ordinance standards to a CUP based upon factual evidence. A city can revoke a conditional use permit if there is not substantial compliance with conditions. The proposed request meets the City’s zoning ordinance. BUDGET IMPACT: None SUPPORTING DATA/ATTACHMENTS: Site Location Map Application Resolution 2025-053 approving CUP Site Location Map RESOLUTION 2025-053 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR MINOR RECREATIONAL VEHICLES AND AUTOMOBILE SALES WHEREAS, Bob Ethen (owner and applicant) has applied for a conditional use permit for limited auto sales on the property generally described as 8075 Sterling Drive, St. Joseph, MN and legally described as follows: BLOCK 1, LOT 1, ST. JOSEPH INDUSTRIAL PARK EAST PLAT 3 “Subject Property” WHEREAS, the St. Joseph Planning Commission conducted a public hearing on August 11, 2025, and recommended approval of the request for a conditional use permit to the City Council; and WHEREAS, notice of the public hearing was duly published and posted in accordance with applicable Minnesota Statutes and persons interested in said application were afforded the opportunity to present their views and objections related to the request; and WHEREAS, the City Council of the City of St. Joseph, Stearns County, State of Minnesota, make the following Findings of Fact in support of granting approval of the conditional use permit: 1. That the Subject Property is zoned L-I Light Industrial District and minor recreational vehicle and automobile sales is allowed through a conditional use permit. 2. That the surrounding properties to the Subject Property are L-I Light Industrial District. 3. That the Subject Property is less than 2.5 acres. 4. That the Subject Property is developed with an existing building and access and parking lot. 5. That vehicle sales will be limited to five or less at any one time. 6. That all vehicle sales and storage will be inside. 7. That the conditional use will not be detrimental to or endanger public health, safety, morals, comfort, or general welfare of the neighborhood or the City. 8. That the conditional use will be harmonious to the objectives of the Comprehensive Plan and City Ordinance. 9. That the conditional use will be designed, constructed, operated and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity and not change the essential character of that area. 10. That the conditional use will not be hazardous or disturbing to the existing or future neighboring uses. 11. That the conditional use will be served adequately by essential public facilities and services, including utilities, streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems, and other necessary facilities. 12. That the conditional use will not involve activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or general welfare of traffic, noise, smoke, fumes, glare or odors. 13. That the use will not create excessive or additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. 14. That the existing vehicle approach to the Subject Property is designed as to not create traffic congestion or an interference with traffic or surrounding public thoroughfares. 15. That the use will not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance; and 16. The soil conditions are adequate to accommodate the proposed use; and NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ST. JOSEPH, STEARNS COUNTY, STATE OF MINNESOTA, that Based of the Findings of Fact, a conditional use permit (“Permit”) to allow for minor recreational vehicle and automobile sales on the Subject Property is hereby granted on the following conditions: 1. 2. 1. That the conditional use is contained indoors and no more than five (5) vehicles are stored or sold on the property at any one time. 3. 2. Revocation: The City Council shall revoke a Conditional Use Permit if and when it determines that the terms and conditions of the permit as issued are no longer being complied with. A certified copy of an order of the City revoking a conditional use permit shall be filed with the County recorder. 4. 3. Expiration: The conditional use permit shall expire if the authorized use ceases for any reason for more than one (1) year. WHEREAS said Resolution was declared duly passed and adopted by the St. Joseph City Council on this 18th, day of August, 2025. CITY OF ST. JOSEPH ATTEST Mayor, Adam Scepaniak David Murphy, City Administrator Document drafted by: City of St. Joseph 75 Callaway St E St. Joseph, MN 56374 STAFF MEMO Prepared by: Admin/Engineer Meeting Date: 8/18/2025 ☒Consent Agenda Item ☐Regular Agenda Item Agenda Item # 5g Reviewed by: Item: 2025 Street Improvements-Construction Services Supplemental Letter Agreement ACTION REQUESTED Approve attached SLA for engineering services related to construction of the 2025 Street Improvements Project. BOARD/COMMISSION/COMMITTEE RECOMMENDATION PREVIOUS COUNCIL ACTION Approval of feasibility report and authorizing preparation of plans and specifications Approval of Plans and Specifications for the 2025 Street Improvements, Authorize Advertisement for Bids Assessment costs declared and final assessment roll prepared. Special assessment hearing date set and conducted. Project awarded to low bidder. REFERENCE AND BACKGROUND This action authorizes city staff to enter into an agreement with SEH to provide engineering construction services for the 2025 Street Improvements project. BUDGET IMPACT $50,000 STAFF RECOMMENDED ACTION Approve accompanying SLA. SUPPORTING DATA/ATTACHMENTS Supplemental Letter Agreement Short Elliott Hendrickson Inc. Letter Agreement - 1 City of Saint Joseph Affirmative Action, Equal Opportunity Employer (Rev. 05.29.25) Supplemental Letter Agreement In accordance with the Master Agreement for Professional Services between City of Saint Joseph (“Client”), and Short Elliott Hendrickson Inc. (“Consultant”), effective July 1, 2006, this Supplemental Letter Agreement dated August 13, 2025 authorizes and describes the scope, schedule, and payment conditions for Consultant’s work on the Project described as: 2025 Street Improvements - Construction Services. Client’s Authorized Representative: David Murphy Address: 75 Callaway St E, Saint Joseph, Minnesota 56374 Telephone: 320.363.7201 email: dmurphy@cityofstjoseph.com Project Manager: Bryce Johnson Address: 2351 Connecticut Avenue, Suite 300, Sartell, Minnesota 56377 Telephone: 320.229.4381 email: bnjohnson@sehinc.com This letter supplements the Agreement for Professional Services between City of St. Joseph, Minnesota, Owner, and Short Elliott Hendrickson Inc. (SEH) dated July 1, 2006, and addresses providing Construction phase services in connection with street resurfacing improvements in the Graceview Estates 2 subdivision (parts of 4th Avenue SE, Elena Lane, Ellie Court excluding cul-de-sac), Cloverdale Estates subdivision (Dale Street E, Callaway Street E), Pond View Ridge 5, 6, 7, and 9 subdivision (parts of 12th Avenue, Able Street E, Able Court E, 13th Avenue S, Pond View Lane, Eagle Ridge Drive, Eagle Ridge Court), parts of 8th Avenue, parts of W Minnesota Street (600 LF west of 6th Avenue to 4th Avenue NW), and parts of 3rd Avenue NW; and with bituminous trail fog seal improvements along Minnesota Street W and County Road 2 locations (hereinafter called the “Project”). Scope: The Services to be provided by Consultant: Task 1: Construction Administration Services • Assist Owner in preparing one (1) Construction Agreement. • Conduct one pre-construction conference at City Hall. • Review Contractor shop drawing submittals (one time). • Make periodic site visits to observe progress and quality of executed work of Contractor(s), and to determine in general if such work is proceeding in accordance with the Contract Documents (up to 4 site visits estimated). • Prepare and review Contractor applications for payment (up to 3 payment applications estimated). • Prepare project completion punch list at Substantial Completion. • Review contract close-out documents, including final payment application, and forward to Owner with recommendation for final payment. • Assemble record drawings based on Contractor-collected field measurements. Task 2: Resident Project Representative (RPR) Services • Provide full-time construction observation by an RPR for street construction (154 hours budgeted). Task 3: Construction Staking Services • Provide horizontal and vertical control stakes on site (one time). • Provide one set of concrete curb and gutter cut/fill stakes for pedestrian ramp construction (one set of stakes per pedestrian ramp). • Additional staking beyond the scope identified or re-staking or due to Contractor’s operation shall be at Contractor’s expense. Short Elliott Hendrickson Inc. Letter Agreement - 2 City of Saint Joseph (Rev. 05.29.25) Assumptions: Construction Administration and RPR services have been budgeted assuming the construction contract duration for street construction operations does not exceed 25 Working Days. • Up to 2 project newsletters may be prepared for distribution by the Owner. All as set forth in this letter and the Agreement for Professional Services between SEH and City of St. Joseph, Minnesota dated July 1, 2006. We will also furnish such Additional Services as you may request. Additional Services: The following services from SEH are not included in this proposal but, if required, can be provided to the City of St. Joseph: • Reproduction of deliverables in addition to the scope identified above. • Construction Administration and Resident Project Representative services beyond the project duration or labor hours budgeted above. Payment: You will pay us a fee for our services, currently estimated to be $50,00, in accordance with Exhibit C-1, Hourly Basis Rate Table Method. Payment for additional services shall be based on the time required to perform the services and the billable rates for the principals and employees engaged directly on the Project, plus charges for expenses and equipment, all in accordance with Exhibit C-1. Schedule: We will start our services promptly after receipt of your authorization. We estimate our services will be completed after 10 months. If there are delays in the Project that are beyond our control, you agree to grant additional time to complete the services. Your budgetary limitations for construction of the Project should be provided to us in writing at an early date. We will endeavor to work within those limitations. We do not guarantee that our opinions of probable construction cost will not differ materially from negotiated prices or bids. If you wish greater assurance as to probable construction cost or if you wish formal estimates, an independent cost estimator should be employed as provided in Section IV.A. of the Agreement and in Exhibit B. This letter and the Agreement for Professional Services and Exhibits A, B, C-1, C-2 and D dated July 1, 2006, represent the entire understanding between you and us in respect of the Project and may only be modified in writing signed by both of us. If it satisfactorily sets forth your understanding of our agreement, please sign this letter in the space provided below and return one copy to us. Other Terms and Conditions: Other or additional terms contrary to the Master Agreement for Professional Services that apply solely to this project as specifically agreed to by signature of the Parties and set forth herein: None. Short Elliott Hendrickson Inc. City of Saint Joseph By: [[DocuSignSignature_1]] By: [[DocuSignSignature_2]] Full Name: Randy Sabart Full Name: [[DocuSignFullName_2]] Title: Principal Title: [[DocuSignText_2]] STAFF MEMO Prepared by: David Murphy Meeting Date: 8-18-25 ☐ Consent Agenda Item ☒ Regular Agenda Item Agenda Item # 6 Reviewed by: Item:Continuation of Public Hearing for 2025 Street Improvements ACTION REQUESTED • Conduct public hearing on 2025 street assessments BOARD/COMMISSION/COMMITTEE RECOMMENDATION None PREVIOUS COUNCIL ACTION Council requested a benefit analysis from Nagell Appraisals for the proposed assessments on the 2025 street improvements, called for the assessment hearing, and authorized advertising for bids on the project. The Council held a public hearing for the 2025 Street Improvement Project on August 4th and continued the public hearing to August 18th. REFERENCE AND BACKGROUND One property owner did not receive the notification due to an incorrect/incomplete address. The property owner has subsequently received the notice in the required time for the continued public hearing. Randy Sabart, City Engineer and Bryce Johnson, will present a brief overview of the assessment costs and how they were calculated during the public hearing. If the property owner objects to the assessment they must do so in writing before the close of the assessment hearing on August 18th. If a written objection is filed, it is up to the property owner to perfect the objection by filing an appeal with the district court within 30 days from the date of adoption of the assessment roll. The appeal process is described under Minnesota Statute §429.081. During the public hearing, property owners will have an opportunity to ask questions regarding the project and proposed assessments. The continued hearing is to allow the property owner who did not receive adequate notice to raise any objections they may have. BUDGET IMPACT $748,673.20 STAFF RECOMMENDED ACTION • Conduct continued public hearing on proposed street assessments SUPPORTING DATA/ATTACHMENTS ∗ Final Assessment Roll PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 27'-30' Wide Overlay $35.54 /LF 2025 STREET IMPROVEMENTS - POND VIEW RIDGE 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 27'-30' OVERLAY 32'-33' OVERLAY 1 84.53790.0235 LOT 001 BLK 001 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 ANDREW R & KARI L SALZER 403 12TH AVE SE ST JOSEPH MN 56374 403 12TH AVE SE ST JOSEPH MN 56374 0.37 115.00 0.00 102.50 102.50 $0.00 $2,972.50 $2,972.50 $0.00 $2,972.50 2 84.53790.0236 LOT 002 BLK 001 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 RONALD J RENNIE TRUST 407 12TH AVE SE ST JOSEPH MN 56374 407 12TH AVE SE SAINT JOSEPH MN 56374 0.28 88.01 0.00 88.01 88.01 $0.00 $2,552.29 $2,552.29 $0.00 $2,552.29 3 84.53790.0237 LOT 003 BLK 001 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 GLENN M & SANDRA PENCE 413 12TH AVE SE ST JOSEPH MN 56374 PO BOX 932 STJOSEPH MN 56374-0932 0.28 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 4 84.53790.0286 LOT 001 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 RUSSELL KEVIN KARASCH REV TRUST 417 12TH AVE SE ST JOSEPH MN 56374 417 12TH AVE SE SAINT JOSEPH MN 56374 0.28 88.72 0.00 88.72 88.72 $0.00 $2,572.88 $2,572.88 $0.00 $2,572.88 5 84.53790.0287 LOT 002 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 DARREN R KAPPES REV TRUST 421 12TH AVE SE ST JOSEPH MN 56374 421 12TH AVE SE SAINT JOSEPH MN 56374 0.32 91.34 0.00 91.34 91.34 $0.00 $2,648.86 $2,648.86 $0.00 $2,648.86 6 84.53790.0288 LOT 003 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 CORY D & JULIE C EHLERT 427 12TH AVE SE ST JOSEPH MN 56374 427 12TH AVE SE ST JOSEPH MN 56374 0.34 90.12 0.00 90.12 90.12 $0.00 $2,613.48 $2,613.48 $0.00 $2,613.48 7 84.53790.0289 LOT 004 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 DAMIEN G HUSEN 433 12TH AVE SE ST JOSEPH MN 56374 433 12TH AVE SE SAINT JOSEPH MN 56374 0.33 90.69 0.00 90.69 90.69 $0.00 $2,630.01 $2,630.01 $0.00 $2,630.01 8 84.53790.0290 LOT 005 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 NANCY OPSTAD WELDON REV TRUST 441 12TH AVE SE ST JOSEPH MN 56374 441 12TH AVE SE SAINT JOSEPH MN 56374 0.30 90.87 0.00 90.87 90.87 $0.00 $2,635.23 $2,635.23 $0.00 $2,635.23 9 84.53790.0291 LOT 006 BLK 001 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 CRAIG B HERN 447 12TH AVE SE ST JOSEPH MN 56374 447 12TH AVE SE SAINT JOSEPH MN 56374 0.29 88.01 0.00 88.01 88.01 $0.00 $2,552.29 $2,552.29 $0.00 $2,552.29 10 84.53790.0292 LOT 001 BLK 002 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 CHAD D & DEANA M HAUSMANN 509 12TH AVE SE ST JOSEPH MN 56374 509 12TH AVE SE SAINT JOSEPH MN 56374 0.29 88.00 0.00 88.00 88.00 $0.00 $2,552.00 $2,552.00 $0.00 $2,552.00 11 84.53790.0293 LOT 002 BLK 002 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 LILA BACKES 513 12TH AVE SE ST JOSEPH MN 56374 513 12TH AVE SE SAINT JOSEPH MN 56374 0.30 93.72 0.00 93.72 93.72 $0.00 $2,717.88 $2,717.88 $0.00 $2,717.88 12 84.53790.0301 LOT 001 BLK 004 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 MICHAEL & VALERIE J MUELLER 1216 POND VIEW LN ST JOSEPH MN 56374 1216 POND VIEW LN E ST JOSEPH MN 56374 0.36 129.43 119.74 0.00 64.72 119.74 184.46 $0.00 $5,349.20 $5,349.20 $1,349.20 $4,000.00 13 84.53790.0302 LOT 002 BLK 004 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 ADAM M KIPPLEY 1302 POND VIEW LN ST JOSEPH MN 56374 1302 POND VIEW LN SAINT JOSEPH MN 56374 0.27 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 14 84.53790.0303 LOT 003 BLK 004 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 ROBERT CAMPBELL III 1308 POND VIEW LN ST JOSEPH MN 56374 1308 PONDVIEW LN SAINT JOSEPH MN 56374 0.27 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 15 84.53790.0269 LOT 001 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 AMY L DIERKES 1312 POND VIEW LN E ST JOSEPH MN 56374 1312 POND VIEW LN SAINT JOSEPH MN 56374 0.27 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 16 84.53790.0270 LOT 002 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 BRYAN A & ANN VANDENEINDE 1318 POND VIEW LN E ST JOSEPH MN 56374 1318 POND VIEW LN E ST JOSEPH MN 56374 0.27 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 17 84.53790.0271 LOT 003 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 SAMUEL W HALL 1404 POND VIEW LN E ST JOSEPH MN 56374 1408 POND VIEW LN E ST JOSEPH MN 56374 0.27 91.08 0.00 91.08 91.08 $0.00 $2,641.32 $2,641.32 $0.00 $2,641.32 18 84.53790.0272 LOT 004 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 SAMUEL W HALL 1408 POND VIEW LN E ST JOSEPH MN 56374 1408 POND VIEW LN E ST JOSEPH MN 56374 0.33 97.55 0.00 97.55 97.55 $0.00 $2,828.95 $2,828.95 $0.00 $2,828.95 19 84.53790.0304 LOT 5 BLK 2 LESS PART COM SE COR LOT 5- N22D W ALG ELY LN LOT 5 33.66' TO POB-S67D W 3' N22D W 41 86' N67D E 3' TO E LN LOT 5 ADAM J REISCHL 1412 POND VIEW CT ST JOSEPH MN 56374 1412 POND VIEW CT SAINT JOSEPH MN 56374 0.36 82.31 0.00 106.90 106.90 $0.00 $3,099.96 $3,099.96 $0.00 $3,099.96 20 84.53790.0305 LOT 6 BLK 2 LESS P/O LOT 6 BLK 2 COM NW COR LOT 6-S22D E ALG WLY LN 12.31' TO POB- S45D E 13 31' SLY 13 32' ALG CURVE TO W S5D NOOR YUSSUF 1416 POND VIEW CT ST JOSEPH MN 56374 1416 POND VIEW CT SAINT JOSEPH MN 56374 0.47 45.48 0.00 100.21 100.21 $0.00 $2,906.09 $2,906.09 $0.00 $2,906.09 21 84.53790.0275 LOT 007 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 ROGER H & PATRICIA A WOESTE 1420 POND VIEW CT ST JOSEPH MN 56374 1420 PONDVIEW CT ST JOSEPH MN 56374 0.32 72.28 0.00 105.56 105.56 $0.00 $3,061.10 $3,061.10 $0.00 $3,061.10 22 84.53790.0276 LOT 008 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 SHARON BECKIUS 446 POND VIEW LN E ST JOSEPH MN 56374 446 POND VIEW LN E SAINT JOSEPH MN 56374 0.33 103.54 0.00 103.54 103.54 $0.00 $3,002.66 $3,002.66 $0.00 $3,002.66 23 84.53790.0277 LOT 009 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 SPENCER SAWYER 440 POND VIEW LN E ST JOSEPH MN 56374 440 PONDVIEW LN E SAINT JOSEPH MN 56374 0.30 90.74 0.00 90.74 90.74 $0.00 $2,631.46 $2,631.46 $0.00 $2,631.46 24 84.53790.0278 LOT 010 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 THOMAS R & AUDREY PFLUEGER 434 POND VIEW LN E ST JOSEPH MN 56374 434 POND VIEW LN E ST JOSEPH MN 56374 0.29 90.14 0.00 90.14 90.14 $0.00 $2,614.06 $2,614.06 $0.00 $2,614.06 25 84.53790.0279 LOT 011 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 KAREN A BECHTOLD REV TRUST 428 POND VIEW LN E ST JOSEPH MN 56374 428 POND VIEW LN E SAINT JOSEPH MN 56374 0.27 90.14 0.00 90.14 90.14 $0.00 $2,614.06 $2,614.06 $0.00 $2,614.06 26 84.53790.0280 LOT 012 BLK 002 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 DAVID R HOLLANDER 422 POND VIEW LN E ST JOSEPH MN 56374 422 POND VIEW LN E SAINT JOSEPH MN 56374 0.31 90.16 0.00 90.16 90.16 $0.00 $2,614.64 $2,614.64 $0.00 $2,614.64 27 84.53790.0256 LOT 001 BLK 004 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 RICHARD N ZABLOSKI 416 POND VIEW LN E ST JOSEPH MN 56374 416 PONDVIEW LN SAINT JOSEPH MN 56374 0.42 116.55 0.00 116.55 116.55 $0.00 $3,379.95 $3,379.95 $0.00 $3,379.95 28 84.53790.0260 OUTLOT A POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 CITY OF ST JOSEPH 406 POND VIEW LN E ST JOSEPH MN 56374 75 CALLAWAY ST E SAINT JOSEPH MN 56374 1.45 214.14 0.00 214.14 214.14 $0.00 $6,210.06 $6,210.06 $2,210.06 $4,000.00 29 84.53790.0118 LOT 001 BLK 004 POND VIEW RIDGE FOUR SECTION 11 TOWNSHIP 124 RANGE 029 DARLENE M & JOHN E KELLNER REV LIVING FA 1504 DALE ST E ST JOSEPH MN 56374 1504 DALE ST E SAINT JOSEPH MN 56374 0.32 140.00 0.00 70.00 70.00 $0.00 $2,030.00 $2,030.00 $0.00 $2,030.00 30 84.53790.0136 LOT 007 BLK 005 POND VIEW RIDGE FOUR SECTION 11 TOWNSHIP 124 RANGE 029 HEATHER KONZ 1412 DALE ST E ST JOSEPH MN 56374 1412 DALE ST SAINT JOSEPH MN 56374 0.33 140.00 0.00 70.00 70.00 $0.00 $2,030.00 $2,030.00 $0.00 $2,030.00 31 84.53790.0244 LOT 007 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 DEREK STROM 1413 EAGLE RIDGE DR ST JOSEPH MN 56374 1413 EAGLE RIDGE DR SAINT JOSEPH MN 56374 0.38 133.50 113.50 113.50 113.50 66.75 66.75 $4,033.79 $1,935.75 $5,969.54 $1,969.54 $4,000.00 32 84.53790.0243 LOT 006 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 ERIK C & ANN M WEISSER 1405 EAGLE RIDGE DR ST JOSEPH MN 56374 1405 EAGLE RIDGE DR ST JOSEPH MN 56374 0.31 97.40 97.40 97.40 0.00 $3,461.60 $0.00 $3,461.60 $0.00 $3,461.60 33 84.53790.0242 LOT 005 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 RYAN J BAUER 1321 EAGLE RIDGE DR ST JOSEPH MN 56374 1321 EAGLE RIDGE DR ST JOSEPH MN 56374 0.31 97.40 97.40 97.40 0.00 $3,461.60 $0.00 $3,461.60 $0.00 $3,461.60 34 84.53790.0241 LOT 004 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 KENNETH J & JILL K JACOBSON 1315 EAGLE RIDGE DR ST JOSEPH MN 56374 1315 EAGLE RIDGE DR ST JOSEPH MN 56374 0.31 97.40 97.40 97.40 0.00 $3,461.60 $0.00 $3,461.60 $0.00 $3,461.60 35 84.53790.0240 LOT 003 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 SCOTT D & MARY M WOLFF 1307 EAGLE RIDGE DR ST JOSEPH MN 56374 1307 EAGLE RIDGE DR ST JOSEPH MN 56374 0.31 97.40 97.40 97.40 0.00 $3,461.60 $0.00 $3,461.60 $0.00 $3,461.60 36 84.53790.0239 LOT 002 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 KELLY MACDONALD 1301 EAGLE RIDGE DR ST JOSEPH MN 56374 1301 EAGLE RIDGE DR SAINT JOSEPH MN 56374 0.31 97.40 97.40 97.40 0.00 $3,461.60 $0.00 $3,461.60 $0.00 $3,461.60 37 84.53790.0238 LOT 001 BLK 002 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 MICHAEL J & MELISSA M ERTL 1217 EAGLE RIDGE DR ST JOSEPH MN 56374 1217 EAGLE RIDGE DR ST JOSEPH MN 56374 0.38 133.34 113.70 113.70 113.70 66.67 66.67 $4,040.90 $1,933.43 $5,974.33 $1,974.33 $4,000.00 38 84.53790.0245 LOT 001 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 JOHN L & TERESA M NORMAN 1218 EAGLE RIDGE DR ST JOSEPH MN 56374 1218 EAGLE RIDGE DR ST JOSEPH MN 56374 0.37 131.62 111.68 65.81 65.81 111.68 111.68 $2,338.89 $3,238.72 $5,577.61 $1,577.61 $4,000.00 39 84.53790.0294 LOT 001 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 JOHN L & TERESA M NORMAN 418 12TH AVE SE ST JOSEPH MN 56374 1218 EAGLE RIDGE DR ST JOSEPH MN 56374 0.31 97.59 0.00 97.59 97.59 $0.00 $2,830.11 $2,830.11 $0.00 $2,830.11 40 84.53790.0295 LOT 002 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 JOSEPH G BYE 422 12TH AVE SE ST JOSEPH MN 56374 422 12TH AVE SE SAINT JOSEPH MN 56374 0.28 90.39 0.00 90.39 90.39 $0.00 $2,621.31 $2,621.31 $0.00 $2,621.31 ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE SPECIAL ASSESSMENTS PLATTED ABUTTING FOOTAGE 30'-33' WIDE OVERLAY ADJUSTED FOOTAGE 27'-30' WIDE OVERLAY ADJUSTED FOOTAGE SUBTOTAL ASSESSMENT CITY SUBSIDY Page 1 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 27'-30' Wide Overlay $35.54 /LF 2025 STREET IMPROVEMENTS - POND VIEW RIDGE 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 27'-30' OVERLAY 32'-33' OVERLAY ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE SPECIAL ASSESSMENTS PLATTED ABUTTING FOOTAGE 30'-33' WIDE OVERLAY ADJUSTED FOOTAGE 27'-30' WIDE OVERLAY ADJUSTED FOOTAGE SUBTOTAL ASSESSMENT CITY SUBSIDY 41 84.53790.0296 LOT 003 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 MICHAEL J CARRIGAN 428 12TH AVE SE ST JOSEPH MN 56374 428 12TH AVE SE SAINT JOSEPH MN 56374 0.27 90.18 0.00 90.18 90.18 $0.00 $2,615.22 $2,615.22 $0.00 $2,615.22 42 84.53790.0297 LOT 004 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 MATTHEW C BEIRNE 434 12TH AVE SE ST JOSEPH MN 56374 434 12TH AVE SE SAINT JOSEPH MN 56374 0.34 91.69 0.00 95.86 95.86 $0.00 $2,779.94 $2,779.94 $0.00 $2,779.94 43 84.53790.0298 LOT 005 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 RANDY J FINN 442 12TH AVE SE ST JOSEPH MN 56374 442 12TH AVE SE SAINT JOSEPH MN 56374 0.34 135.23 109.59 0.00 67.62 104.05 171.66 $0.00 $4,978.14 $4,978.14 $978.14 $4,000.00 44 84.53790.0299 LOT 006 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 ERIC J MEDELBERG 1301 POND VIEW LN ST JOSEPH MN 56374 1301 POND VIEW LN SAINT JOSEPH MN 56374 0.28 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 45 84.53790.0300 LOT 007 BLK 003 POND VIEW RIDGE NINE SECTION 14 TOWNSHIP 124 RANGE 029 ERIC J MEDELBERG 1309 POND VIEW LN ST JOSEPH MN 56374 1301 POND VIEW LN SAINT JOSEPH MN 56374 0.29 90.00 0.00 90.00 90.00 $0.00 $2,610.00 $2,610.00 $0.00 $2,610.00 46 84.53790.0263 LOT 001 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 KEVIN S MCGREW 1313 POND VIEW LN E ST JOSEPH MN 56374 1313 POND VIEW LN ST JOSEPH MN 56374 0.52 201.65 0.00 159.81 159.81 $0.00 $4,634.35 $4,634.35 $634.35 $4,000.00 47 84.53790.0264 LOT 002 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 THOMAS J & JODI A PETROSKI 1407 POND VIEW LN E ST JOSEPH MN 56374 1407 POND VIEW LN E ST JOSEPH MN 56374 0.60 183.00 0.00 143.52 143.52 $0.00 $4,161.94 $4,161.94 $161.93 $4,000.00 48 84.53790.0265 LOT 003 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 KELVIN T & LINDA H BROWN 443 POND VIEW LN E ST JOSEPH MN 56374 443 POND VIEW LN ST JOSEPH MN 56374 0.44 143.73 0.00 93.54 93.54 $0.00 $2,712.52 $2,712.52 $0.00 $2,712.52 49 84.53790.0266 LOT 004 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 NATHAN MADDEN 435 POND VIEW LN E ST JOSEPH MN 56374 435 PONDVIEW LN SAINT JOSEPH MN 56374 0.37 99.50 0.00 94.20 94.20 $0.00 $2,731.66 $2,731.66 $0.00 $2,731.66 50 84.53790.0267 LOT 005 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 JESSE J & JANELLE M STOCKER 427 POND VIEW LN E ST JOSEPH MN 56374 427 PONDVIEW LN ST JOSEPH MN 56374 0.33 96.27 0.00 96.27 96.27 $0.00 $2,791.83 $2,791.83 $0.00 $2,791.83 51 84.53790.0268 LOT 006 BLK 001 POND VIEW RIDGE SEVEN SECTION 11 TOWNSHIP 124 RANGE 029 KEITH J & MARY B GRUBER 421 POND VIEW LN E ST JOSEPH MN 56374 421 POND VIEW LN E ST JOSEPH MN 56374 0.32 98.40 0.00 98.40 98.40 $0.00 $2,853.60 $2,853.60 $0.00 $2,853.60 52 84.53790.0255 LOT 011 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 KELLY SCANION 415 POND VIEW LN ST JOSEPH MN 56374 415 PONDVIEW LN SAINT JOSEPH MN 56374 0.36 131.15 115.54 65.58 65.58 115.54 115.54 $2,330.54 $3,350.66 $5,681.20 $1,681.20 $4,000.00 53 84.53790.0254 LOT 010 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 SEAN CHAPP 1404 EAGLE RIDGE DR ST JOSEPH MN 56374 1404 EAGLE RIDGE DR SAINT JOSEPH MN 56374 0.31 117.00 102.38 102.38 0.00 $3,638.41 $0.00 $3,638.41 $0.00 $3,638.41 54 84.53790.0253 LOT 009 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 TAMMARA E RADEMACHER 406 EAGLE RIDGE CT ST JOSEPH MN 56374 406 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.41 126.21 115.77 74.65 122.15 196.80 0.00 $6,994.09 $0.00 $6,994.09 $2,994.09 $4,000.00 55 84.53790.0252 LOT 008 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 RYAN P PARSONS 412 EAGLE RIDGE CT ST JOSEPH MN 56374 412 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.35 108.57 102.73 102.73 0.00 $3,650.85 $0.00 $3,650.85 $0.00 $3,650.85 56 84.53790.0251 LOT 007 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 MARK ZASKE 418 EAGLE RIDGE CT ST JOSEPH MN 56374 418 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.40 65.55 116.16 116.16 0.00 $4,128.15 $0.00 $4,128.15 $128.15 $4,000.00 57 84.53790.0250 LOT 006 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 SHAWN M COLBERG 424 EAGLE RIDGE CT ST JOSEPH MN 56374 424 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.56 58.55 118.23 118.23 0.00 $4,201.72 $0.00 $4,201.72 $201.72 $4,000.00 58 84.53790.0249 LOT 005 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 GLEN H SUNDER & BRENDA M SUNDER REV TRUS 423 EAGLE RIDGE CT ST JOSEPH MN 56374 423 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.62 39.03 128.36 128.36 0.00 $4,561.74 $0.00 $4,561.74 $561.74 $4,000.00 59 84.53790.0248 LOT 004 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 STEARNS FAMILY TRUST 417 EAGLE RIDGE CT ST JOSEPH MN 56374 417 EAGLE RIDGE CT SAINT JOSEPH MN 56374 0.44 62.37 124.70 124.70 0.00 $4,431.84 $0.00 $4,431.84 $431.84 $4,000.00 60 84.53790.0247 LOT 003 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 JEFFREY T & JENNIFER I QUINN 413 EAGLE RIDGE CT ST JOSEPH MN 56374 413 EAGLE RIDGE CT ST JOSEPH MN 56374 0.33 98.42 107.43 107.43 0.00 $3,818.06 $0.00 $3,818.06 $0.00 $3,818.06 61 84.53790.0246 LOT 002 BLK 003 POND VIEW RIDGE SIX SECTION 14 TOWNSHIP 124 RANGE 029 DENNIS E & KARA D BUTKOWSKI 1304 EAGLE RIDGE DR ST JOSEPH MN 56374 1304 EAGLE RIDGE DR ST JOSEPH MN 56374 0.37 129.22 113.97 67.68 116.96 184.64 0.00 $6,562.02 $0.00 $6,562.02 $2,562.02 $4,000.00 62 84.53790.0168 LOT 002 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 NICHOLAS TRISKO 22 12TH AVE SE ST JOSEPH MN 56374 22 12TH AVE SE ST JOSEPH MN 56374 0.28 125.73 0.00 62.87 0.00 62.87 $0.00 $1,823.09 $1,823.09 $0.00 $1,823.09 63 84.53790.0170 LOT 003 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 KYLE BUDDE 1213 ABLE ST E ST JOSEPH MN 56374 1213 ABLE ST E SAINT JOSEPH MN 56374 0.29 86.26 0.00 73.76 73.76 $0.00 $2,139.04 $2,139.04 $0.00 $2,139.04 64 84.53790.0172 LOT 004 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 JOSHUA A SALZER 1219 ABLE ST E ST JOSEPH MN 56374 PO BOX 821 ST JOSEPH, MN 56374-0821 0.30 72.51 0.00 86.05 86.05 $0.00 $2,495.31 $2,495.31 $0.00 $2,495.31 65 84.53790.0174 LOT 005 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 LAWRENCE R & LINDA JERNBERG 1223 ABLE ST E ST JOSEPH MN 56374 1223 EAST ABLE ST ST JOSEPH MN 56374 0.31 66.40 0.00 89.70 89.70 $0.00 $2,601.16 $2,601.16 $0.00 $2,601.16 66 84.53790.0176 LOT 006 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 THOMAS L HELL 100 13TH AVE SE ST JOSEPH MN 56374 100 13TH AVE SE SAINT JOSEPH MN 56374 0.30 75.48 0.00 77.59 77.59 $0.00 $2,249.97 $2,249.97 $0.00 $2,249.97 67 84.53790.0178 LOT 007 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 BRYAN E BROPHY 102 13TH AVE SE ST JOSEPH MN 56374 102 13TH AVE SE SAINT JOSEPH MN 56374 0.38 58.84 0.00 102.19 102.19 $0.00 $2,963.51 $2,963.51 $0.00 $2,963.51 68 84.53790.0180 LOT 008 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 GEOFFREY OLSON 104 13TH AVE SE ST JOSEPH MN 56374 104 13TH AVE SE SAINT JOSEPH MN 56374 0.27 75.16 0.00 80.39 80.39 $0.00 $2,331.17 $2,331.17 $0.00 $2,331.17 69 84.53790.0182 LOT 009 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 BRADY SCHMITZ 106 13TH AVE SE ST JOSEPH MN 56374 106 13TH AVE SE ST JOSEPH MN 56374 0.25 75.00 0.00 75.00 75.00 $0.00 $2,175.00 $2,175.00 $0.00 $2,175.00 70 84.53790.0184 LOT 010 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 ANTHONY M HANNON 108 13TH AVE SE ST JOSEPH MN 56374 108 13TH AVE SE SAINT JOSEPH MN 56374 0.25 75.00 0.00 75.00 75.00 $0.00 $2,175.00 $2,175.00 $0.00 $2,175.00 71 84.53790.0186 LOT 011 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 DUANE E BETO 110 13TH AVE SE ST JOSEPH MN 56374 110 13TH AVE SE SAINT JOSEPH MN 56374 0.34 68.71 0.00 94.55 94.55 $0.00 $2,741.81 $2,741.81 $0.00 $2,741.81 72 84.53790.0188 LOT 012 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 JACOB F GILK 112 13TH AVE SE ST JOSEPH MN 56374 112 13TH AVE SE SAINT JOSEPH MN 56374 0.37 69.26 0.00 99.12 99.12 $0.00 $2,874.48 $2,874.48 $0.00 $2,874.48 73 84.53790.0190 LOT 013 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 TIMOTHY J VALEK 116 13TH AVE SE ST JOSEPH MN 56374 1707 7TH AVE N SAUK RAPIDS MN 56379 0.26 68.96 0.00 80.03 80.03 $0.00 $2,320.87 $2,320.87 $0.00 $2,320.87 74 84.53790.0192 LOT 014 BLK 003 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 CHRISTOPHER A MOHS 122 13TH AVE SE ST JOSEPH MN 56374 122 13TH AVE SE ST JOSEPH MN 56374 0.25 75.02 0.00 78.77 78.77 $0.00 $2,284.33 $2,284.33 $0.00 $2,284.33 75 84.53790.0035 LOT 001 BLK 001 POND VIEW RIDGE TWO SECTION 11 TOWNSHIP 124 RANGE 029 GREGORY BROTHERS 128 13TH AVE SE ST JOSEPH MN 56374 128 13TH AVE SE SAINT JOSEPH MN 56374 9.00 0.00 9.00 9.00 $0.00 $261.00 $261.00 $0.00 $261.00 76 84.53790.0007 LOT 007 BLK 002 POND VIEW RIDGE SECTION 11 TOWNSHIP 124 RANGE 029 MARGARET C AXTMAN REV TRUST 1213 BAKER ST E ST JOSEPH MN 56374 1213 BAKER ST E SAINT JOSEPH MN 56374 31.29 0.00 15.65 15.65 $0.00 $453.71 $453.71 $0.00 $453.71 77 84.53790.0226 LOT 017 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 JOSEPH M ROY 119 13TH AVE SE ST JOSEPH MN 56374 119 13TH AVE SE ST JOSEPH MN 56374 0.26 71.96 0.00 76.17 76.17 $0.00 $2,208.93 $2,208.93 $0.00 $2,208.93 78 84.53790.0224 LOT 016 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 DARREL F & JANET M CONRAD 113 13TH AVE SE ST JOSEPH MN 56374 113 13TH AVE SE ST JOSEPH MN 56374 0.28 89.37 0.00 81.32 81.32 $0.00 $2,358.14 $2,358.14 $0.00 $2,358.14 79 84.53790.0222 LOT 015 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 RYAN M PFANNENSTEIN 109 13TH AVE SE ST JOSEPH MN 56374 109 13TH AVE SE SAINT JOSEPH MN 56374 0.28 185.79 0.00 132.87 132.87 $0.00 $3,853.23 $3,853.23 $0.00 $3,853.23 80 84.53790.0220 LOT 014 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 EDWARD L & THERESA A OCONNELL 106 ABLE CT E ST JOSEPH MN 56374 106 ABLE CT E ST JOSEPH MN 56374 0.36 149.55 138.37 0.00 69.37 108.84 178.21 $0.00 $5,168.02 $5,168.02 $1,168.02 $4,000.00 Page 2 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 27'-30' Wide Overlay $35.54 /LF 2025 STREET IMPROVEMENTS - POND VIEW RIDGE 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 27'-30' OVERLAY 32'-33' OVERLAY ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE SPECIAL ASSESSMENTS PLATTED ABUTTING FOOTAGE 30'-33' WIDE OVERLAY ADJUSTED FOOTAGE 27'-30' WIDE OVERLAY ADJUSTED FOOTAGE SUBTOTAL ASSESSMENT CITY SUBSIDY 81 84.53790.0218 LOT 013 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 TIMOTHY C MABBOTT 114 ABLE CT E ST JOSEPH MN 56374 114 ABLE CT SAINT JOSEPH MN 56374 0.26 107.23 0.00 86.23 86.23 $0.00 $2,500.67 $2,500.67 $0.00 $2,500.67 82 84.53790.0216 LOT 012 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 TASHA A TAMM 122 ABLE CT E ST JOSEPH MN 56374 122 ABLE CT E ST JOSEPH MN 56374 0.26 105.02 0.00 94.52 94.52 $0.00 $2,740.94 $2,740.94 $0.00 $2,740.94 83 84.53790.0214 LOT 011 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 MARGARET HUGHES 128 ABLE CT E ST JOSEPH MN 56374 128 ABLE CT E SAINT JOSEPH MN 56374 0.31 41.86 0.00 102.83 102.83 $0.00 $2,982.07 $2,982.07 $0.00 $2,982.07 84 84.53790.0212 LOT 010 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 DANIEL E & KAREN A WIPPLER 129 ABLE CT E ST JOSEPH MN 56374 129 ABLE CT E ST JOSEPH MN 56374 0.38 39.91 0.00 124.98 124.98 $0.00 $3,624.28 $3,624.28 $0.00 $3,624.28 85 84.53790.0210 LOT 009 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 TOM L GERADS 123 ABLE CT E ST JOSEPH MN 56374 123 ABLE CT E SAINT JOSEPH MN 56374 0.26 76.23 0.00 88.28 88.28 $0.00 $2,559.98 $2,559.98 $0.00 $2,559.98 86 84.53790.0208 LOT 008 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 CHANDLER J BACON 119 ABLE CT E ST JOSEPH MN 56374 119 ABLE CT E SAINT JOSEPH MN 56374 0.25 86.00 0.00 83.46 83.46 $0.00 $2,420.20 $2,420.20 $0.00 $2,420.20 87 84.53790.0206 LOT 007 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 AUSTIN L BOOEN 113 ABLE CT E ST JOSEPH MN 56374 113 ABLE CT E SAINT JOSEPH MN 56374 0.25 65.56 0.00 79.84 79.84 $0.00 $2,315.22 $2,315.22 $0.00 $2,315.22 88 84.53790.0204 LOT 006 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 MICHAH D KIEL 105 ABLE CT E ST JOSEPH MN 56374 105 ABLE CT SAINT JOSEPH MN 56374 0.39 176.29 169.00 0.00 75.86 127.75 203.61 $0.00 $5,904.62 $5,904.62 $1,904.62 $4,000.00 89 84.53790.0202 LOT 005 BLK 004 POND VIEW RIDGE FIVE SECTION 11 TOWNSHIP 124 RANGE 029 TIMOTHY L HENNAGIR 104 12TH AVE SE ST JOSEPH MN 56374 104 12TH AVE SE ST JOSEPH MN 56374 0.26 120.18 0.00 61.48 61.48 $0.00 $1,782.92 $1,782.92 $0.00 $1,782.92 TOTALS:29.79 0.00 2134.39 7,731.22 273.71 1,753.27 2026.98 850.78 6,397.80 7248.58 $72,038.96 $210,208.68 $282,247.63 $22,488.53 $259,759.10 \\dataserver\data\CITY\shared\City Council\City Council Packet\2025\08.04.25\[SJ183096 FAW-CITY.xlsx]PondView Page 3 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 27'-30' wide overlay $35.54 /LF 2025 STREET IMPROVEMENTS - AUDITORS SUBDIVISION ST. JOSEPH, MINNESOTA 41' wide overlay $21.69 /LF STJOE 183096 PARCEL AREA ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 27'-30' OVERLAY 41' OVERLAY 1 84.53832.0000 N83' OF LOT 8 & ALL OF LOT 7 BLK 7 TOWNSITE OF ST JOSEPH SECTION 10 TOWNSHIP 124 RANGE 029 TIMOTHY A & SUSAN M BORRESCH 12 3RD AVE NW ST JOSEPH MN 56374 11 3RD AVE NW ST JOSEPH MN 56374 0.44 208.00 104.00 104.00 0.00 $3,696.16 $0.00 $3,696.16 $696.16 $3,000.00 2 84.53828.0000 LOT 012 BLK 006 TOWNSITE OF ST JOSEPH SECTION 10 TOWNSHIP 124 RANGE 029 TIMOTHY A & SUSAN M BORRESCH 11 3RD AVE NW ST JOSEPH MN 56374 11 3RD AVE NW ST JOSEPH MN 56374 0.32 208.00 104.00 104.00 0.00 $3,696.16 $0.00 $3,696.16 $696.16 $3,000.00 3 84.53760.0000 LOT 21 & E45' OF S80' OF LOT 20 PARK TERRACE SECTION 09 TOWNSHIP 124 RANGE 029 RONALD V & ROSANNE EIYNCK 13 4TH AVE NW ST JOSEPH MN 56374 13 4TH AVE NW ST JOSEPH MN 56374 0.28 155.00 0.00 77.50 77.50 $0.00 $1,680.98 $1,680.98 $0.00 $1,680.98 4 84.53759.0000 LOT 20 LESS E45' THEREOF & LESS PART W OF LINE FROM NW COR LOT 20 TO PT 24' E OF SW COR PARK TERRACE SECTION 09 TOWNSHIP 124 RANGE 029 GERALDINE POTTER 423 MINNESOTA ST W ST JOSEPH MN 56374 423 MINNESOTA ST W SAINT JOSEPH MN 56374 0.54 158.27 0.00 158.27 158.27 $0.00 $3,432.88 $3,432.88 $432.88 $3,000.00 5 84.53400.0001 W'LY 24' TRIANGLE OF LOT 20 PARK TERRACE ADD&FR'L .73A OF NW4SE4 LYING N OF RD & ABUTTING LOT 20 CITY OF ST JOSEPH SECTION 09 TOWNSHIP 124 RANGE 029 LISA A BARKER 503 MINNESOTA ST W SAINT JOSEPH MN 56374 503 MINNESOTA ST W SAINT JOSEPH MN 56374 0.72 173.56 0.00 173.56 173.56 $0.00 $3,764.52 $3,764.52 $764.52 $3,000.00 6 84.53400.0002 .50 A. OF NW4SE4, BEG ON CL OF MN ST 1592.24' SW OF INTR MN ST & IA ST-SW ON CL 109.73'-R90D 208.64'-R90D 109.73'-R90D 208.6' TO BEG CITY OF ST. JOSEPH SECTION 09 TOWNSHIP 124 RANGE 029 TIMOTHY J MCPHEE 507 MINNESOTA ST W ST JOSEPH MN 56374 PO BOX 14 SARTEL MN 56374 0.53 109.79 0.00 109.79 109.79 $0.00 $2,381.35 $2,381.35 $0.00 $2,381.35 7 84.53400.0003 .50 A. NW4SE4, BEG ON CL OF MN ST 1,767' SW OF CROSSING OF CL OF MN & IA STS-SW ON CL 109.73'-R90D 208.71'-R90D 109.73'-R90D208.67' TO BEG SECTION 09 TOWNSHIP 124 RANGE 029 ALEC J MATTSON 11 6TH AVE NW ST JOSEPH MN 56374 11 6TH AVE NW SAINT JOSEPH MN 56374 0.52 109.73 0.00 109.73 109.73 $0.00 $2,380.04 $2,380.04 $0.00 $2,380.04 8 84.53437.0000 1.00 A. FR 1 A. OF E2NW4SE4 IN S 9 T 124 R 29 & OF LOT 4 LYING NLY OF ROAD IN AUD SUBD 4 SECTION 09 TOWNSHIP 124 RANGE 029 ROBERT A & LINDA M REISINGER 601 MINNESOTA ST W ST JOSEPH MN 56374 601 MINNESOTA ST W ST JOSEPH MN 56374 1.00 208.71 0.00 208.71 208.71 $0.00 $4,526.92 $4,526.92 $1,526.92 $3,000.00 9 84.53438.0000 .50 A. FR .50 A. OF LOT 4 AUD SUBD #04 SECTION 10 TOWNSHIP 124 RANGE 029 DAVID J & LORI J W WUOLU 609 MINNESOTA ST W ST JOSEPH MN 56374 609 MINNESOTA ST W ST JOSEPH MN 56374 0.50 104.35 0.00 104.35 104.35 $0.00 $2,263.35 $2,263.35 $0.00 $2,263.35 10 84.53300.0262 .50 A. PT OF W2SE4, B AT PT OF IA & MN ST-SW ALONG ST 2190.76' TO PT OF B-SW ALONG ST 104.35'-NW208.71'-NE 104.35'-SE208.71' TO BEG SECTION 09 TOWNSHIP 124 RANGE 029 JOANNE M LEUTHARDT 10694 MINNESOTA ST W ST JOSEPH MN 56374 10694 MINNESOTA ST W SAINT JOSEPH MN 56374 0.50 104.35 0.00 104.35 104.35 $0.00 $2,263.35 $2,263.35 $0.00 $2,263.35 11 84.53300.0260 9-124-29 146.39A SW4NW4 & N2SW4 LESS N 131.12' OF S 342.42' OF E 140' OF W 672' & INCL N 20.31A OF SE4SW4 & OF SW4SE4 LYING NLY OF MINNESOTA STREET & INCL WLY 20.20A OF NW4SE4 LESS P/O W2SE4 BEG AT PT OF INT OF IOWA ST & MINNESOTA ST-SW ALG CL MINNESOTA ST 2190.76' TO POB-CONT SW ALG CL 104.35'-NW 208.71'-NE 104.35'-SE 208.71' TO POB & LESS P/O SE4SW4 LYING ELY OF CL CSAH DELBERT BECHTOLD 10932 MINNESOTA ST W ST JOSEPH MN 56374 12031 COUNTY ROAD 139 SAINT CLOUD MN 56301 143.12 39.86 969.12 0.00 969.12 969.12 $0.00 $21,020.21 $21,020.21 $0.00 $21,020.21 12 84.53436.0002 LOT OUTLOT E BENEDICT SISTERS OF THE ORDER OF ST BENEDICT 104 CHAPEL LN ST JOSEPH MN 56374 4.82 702.00 0.00 702.00 702.00 $0.00 $15,226.38 $15,226.38 $4,726.23 $10,500.15 13 84.53470.0090 LOT OUTLOT D BENEDICT SISTERS OF THE ORDER OF ST BENEDICT 104 CHAPEL LN ST JOSEPH MN 56374 7.33 1063.71 0.00 1063.71 1063.71 $0.00 $23,071.87 $23,071.87 $7,116.22 $15,955.65 14 84.53440.0010 PART OF LOT 7 DAF:POB BEING INTERSECTION OF WLY EXT OF NLY LN OF BLK 1 ORIG TOWN OF ST JOSEPH WITH WLY R/O/W LN OHIO AVE- SE300' ALONG R/O/W LN -SW160'-NW300' TO EXT NLY LN BLK 1-NE160' TO POB AUD SUBD #04 SECTION 10 TOWNSHIP 124 RANGE 029 ST JOSEPH APARTMENTS INC 410 MINNESOTA ST W ST JOSEPH MN 56374 911 18TH ST N SAINT CLOUD MN 56303 1.14 161.44 0.00 19.31 19.31 $0.00 $418.83 $418.83 $0.00 $418.83 15 84.53436.0012 9-124-29 1.95A P/O SE4SW4 COM S4 COR SEC 9- N ALG E LN 751.39' TO POB-CONT N ALG E LN 304.43' TO CL CSAH #2-S73D W ALG CL 277.70'- S6D E 295.57'-N73D E 244.25' TO POB & PART COM SE COR-NE ALG E LN 728.34'-S76D W 255.09' TO POB-N76D E 255.09' TO E LN-NE ALG E LN 23.05'-S73D W 244.25'-N6D W 295.57' TO CL CSAH #2-S73D W ALG CL TO INT WITH LN BEARING N6D W FROM POB-S6D E 305.66' MARK SCHRODEN 1260 MINNESOTA ST W ST JOSEPH MN 56374 1260 MINNESOTA ST W SAINT JOSEPH MN 56374 1.95 292.87 0.00 292.87 292.87 $0.00 $6,352.35 $6,352.35 $3,352.35 $3,000.00 16 84.53436.0010 9-124-29 11.03A P/O SE4SW4 LYING S OF CSAH 2 LESS W 11.92A & LESS PART COM S4 COR SEC 9-N ALG E LN 751.39' TO POB-CONT N ALG E LN 304.43' TO CL CSAH #2-S73D W ALG CL 277.70'-S6D E 295.57'-N73D E 244.25' TO POB & LESS .47A PER PARCEL #23 ROW PLAT# 73-22 SECTION 09 TOWNSHIP 124 RANGE 029 WALZ PROPERTIES LLC 17066 GARDEN GROVE RD SE BECKER MN 55308 11.75 8.96 250.07 0.00 250.07 250.07 $0.00 $5,424.02 $5,424.02 $0.00 $5,424.02 TOTALS:175.44 48.82 571.00 4407.97 208.00 0.00 208.00 77.50 4265.84 4343.34 $7,392.32 $94,207.04 $101,599.36 $19,311.43 $82,287.93 \\dataserver\data\CITY\shared\City Council\City Council Packet\2025\08.04.25\[SJ183096 FAW-CITY.xlsx]PondView 41' WIDE OVERLAY ADJUSTED FOOTAGE 27'-30' WIDE OVERLAY ADJUSTED FOOTAGE ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE SPECIAL ASSESSMENTS PLATTED ABUTTING FOOTAGE SUBTOTAL ASSESSMENT CITY SUBSIDY Page 4 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 7/31/2025 2025 STREET IMPROVEMENTS - CLOVERDALE ESTATES 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA SPECIAL ASSESSMENTS ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 32'-33' OVERLAY 1 84.53472.0044 LOT 001 BLK 003 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 CORY P MOLITOR 218 7TH AVE SE ST JOSEPH MN 56374 218 7TH AVE SE ST JOSEPH MN 56374 0.37 101.39 101.39 101.39 $2,940.31 $0.00 $2,940.31 2 84.53472.0045 LOT 002 BLK 003 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 PATRICIA M WALETZKO 711 CALLAWAY ST E ST JOSEPH MN 56374 711 CALLAWAY ST E SAINT JOSEPH MN 56374 0.37 101.39 101.39 101.39 $2,940.31 $0.00 $2,940.31 3 84.53472.0046 LOT 003 BLK 003 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 JASON A PARKS 717 CALLAWAY ST E ST JOSEPH MN 56374 717 CALLAWAY ST E SAINT JOSEPH MN 56374 0.37 100.24 100.24 100.24 $2,906.96 $0.00 $2,906.96 4 84.53475.0016 LOT 002 BLK 001 CLOVERDALE ESTATES 3RD ADD SECTION 10 TOWNSHIP 124 RANGE 029 CURT M RICHTER 805 CALLAWAY ST E ST JOSEPH MN 56374 805 CALLAWAY ST E SAINT JOSEPH MN 56374 0.42 133.07 66.54 66.54 $1,929.52 $0.00 $1,929.52 5 84.53475.0035 LOT 001 BLK 006 CLOVERDALE ESTATES 3RD ADD SECTION 10 TOWNSHIP 124 RANGE 029 TIMOTHY LOSO 806 CALLAWAY ST E ST JOSEPH MN 56374 806 CALLAWAY ST E SAINT JOSEPH MN 56374 0.31 133.35 66.68 66.68 $1,933.58 $0.00 $1,933.58 6 84.53472.0042 LOT 004 BLK 002 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 THOMAS E & ALICE KLEIN 718 CALLAWAY ST E ST JOSEPH MN 56374 718 CALLAWAY ST E ST JOSEPH MN 56374 0.37 99.98 99.98 99.98 $2,899.42 $0.00 $2,899.42 7 84.53472.0047 LOT 5 LESS W 10' CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 DAVID MENZHUBER 712 CALLAWAY ST E ST JOSEPH MN 56374 712 CALLAWAY ST E SAINT JOSEPH MN 56374 0.34 91.39 91.39 91.39 $2,650.31 $0.00 $2,650.31 8 84.53472.0043 LOT 6 & W 10' LOT 5 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 CHAD W JOHNSON 302 7TH AVE SE ST JOSEPH MN 56374 302 7TH AVE SE SAINT JOSEPH MN 56374 0.41 111.39 111.39 111.39 $3,230.31 $0.00 $3,230.31 9 84.53472.0039 LOT 001 BLK 002 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 MASON J DOHERTY 306 7TH AVE SE ST JOSEPH MN 56374 306 7TH AVE SE SAINT JOSEPH MN 56374 0.37 101.39 101.39 101.39 $2,940.31 $0.00 $2,940.31 10 84.53472.0040 LOT 002 BLK 002 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 KAREN M WOLFORD 711 DALE ST E ST JOSEPH MN 56374 711 DALE ST E SAINT JOSEPH MN 56374 0.37 101.39 101.39 101.39 $2,940.31 $0.00 $2,940.31 11 84.53472.0041 LOT 003 BLK 002 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 ARIEL NIEVES MONTERO 717 DALE ST E ST JOSEPH MN 56374 717 DALE ST SAINT JOSEPH MN 56374 0.37 99.30 99.30 99.30 $2,879.70 $0.00 $2,879.70 12 84.53475.0038 LOT 002 BLK 001 CLOVERDALE ESTATES 4TH ADD SECTION 10 TOWNSHIP 124 RANGE 029 JOSEPH M FISCHER 805 DALE ST E ST JOSEPH MN 56374 805 DALE ST E ST JOSEPH MN 56374 0.38 136.45 68.23 68.23 $1,978.53 $0.00 $1,978.53 13 84.53475.0059 LOT 001 BLK 005 CLOVERDALE ESTATES 4TH ADD SECTION 10 TOWNSHIP 124 RANGE 029 DEBRA WILLIAMS 806 DALE ST E ST JOSEPH MN 56374 806 DALE ST E ST JOSEPH MN 56374 0.29 122.10 61.05 61.05 $1,770.45 $0.00 $1,770.45 14 84.53472.0038 LOT 006 BLK 001 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 GARY S & JANET M ROQUETTE 718 DALE ST E ST JOSEPH MN 56374 718 DALE ST E ST JOSEPH MN 56374 0.36 113.68 98.43 98.43 $2,854.47 $0.00 $2,854.47 15 84.53472.0036 LOTS 4 & 5 CLOVERDALE ESTATES TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 HERMAN & PATRICIA GANGL TRUST 316 7TH AVE SE ST JOSEPH MN 56374 316 7TH AVE SE SAINT JOSEPH MN 56374 0.74 202.77 101.39 101.39 $2,940.17 $0.00 $2,940.17 TOTALS:5.84 0.00 727.74 1021.54 363.87 1006.29 1370.16 $39,734.64 $0.00 $39,734.64 \\dataserver\data\CITY\shared\City Council\City Council Packet\2025\08.04.25\[SJ183096 FAW-CITY.xlsx]PondView PRELIMINARY SPECIAL ASSESSMENT RATES ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE PLATTED ABUTTING FOOTAGE 30'-33' WIDE OVERLAY ADJUSTED FOOTAGE CITY SUBSIDY Page 5 of 8 CONFIRM ASSESSED FOOTAGE AND RATE IS UPDATED. PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 7/31/2025 27'-30' Wide Overlay $35.54 /LF 2025 STREET IMPROVEMENTS - FLOYD BARNES ADDITION ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA SPECIAL ASSESSMENTS ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 27'-30' OVERLAY 1 84.53530.0005 LOT 004 BLK 001 FLOYD BARNES ADD TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 THOMAS R MUSKE 707 MINNESOTA ST E ST JOSEPH MN 56374 707 MINNESOTA ST E ST JOSEPH MN 56374 0.32 176.00 88.00 88.00 $3,127.52 $0.00 $3,127.52 2 84.53530.0000 1.51 A. OF SE4 W'LY 793.92' OF SE4NE4 LYING S'LY OF DANIEL FUNERAL HOME TRACT FLOYD BARNES ADD TO ST JOE SECTION 10 TOWNSHIP 124 RANGE 029 HARVEY F & NANCY J NOTCH 406 8TH AVE NE ST JOSEPH MN 56374 406 8TH AVE NE ST JOSEPH MN 56374 1.61 208.77 208.77 208.77 $7,419.69 $3,419.69 $4,000.00 3 84.53430.0084 2.50 A. THAT PART OF E2NE4 LYING S'LY OF CO RD 75 & N OF FDL BEG 115.50' N OF SW COR OF SE4NE4 - S84D E 75.60' - S87D E 120' - S84D E 601.22' TO E LN OF W 793.88' TERM SECTION 10 TOWNSHIP 124 RANGE 029 MCKELLIE PROPERTIES LLC 414 8TH AVE NE ST JOSEPH MN 56374 1712 BOULDER DR SARTELL MN 56377 2.77 174.06 174.06 174.06 $6,186.09 $0.00 $6,186.09 4A 84.53470.0270 UNIT 1 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 101 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4B 84.53470.0271 UNIT 2 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 102 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4C 84.53470.0272 UNIT 3 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4D 84.53470.0273 UNIT 4 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4E 84.53470.0274 UNIT 5 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4F 84.53470.0275 UNIT 6 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4G 84.53470.0276 UNIT 7 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 4H 84.53470.0277 UNIT 8 TOGETHER WITH 1/8 INT IN THE COMMON ELEMENT BUS CTR OF ST JOSEPH CONDO INC SECTION 10 TOWNSHIP 124 RANGE 029 DM PROPERTY LLC 710 COUNTY ROAD 75 W 103 ST JOSEPH MN 56374 PO BOX 388 CLEARWATER, MN 55320-0388 0.23 18.09 18.09 18.09 $643.05 $0.00 $643.05 5 84.53430.0082 1.00 A. S 150' OF E 290.40' OF SW4NE4 SECTION 10 TOWNSHIP 124 RANGE 029 ROBERT E & ELLEN L WAHLSTROM REV TRUST 409 8TH AVE NE ST JOSEPH MN 56374 409 8TH AVE NE SAINT JOSEPH MN 56374 0.99 149.96 149.96 149.96 $5,329.58 $1,329.58 $4,000.00 6 84.53430.0050 10-124-29 1.13 A PT OF NW4NW4 DAF: COMM E4 OF SEC 10 - S89DW ALG E-W4 LINE OF SEC 10 1309.84' TO POB, SAID E-W4 LINE BEING TERMINATED BY E4 COR OF SEC 9 - S 00D E .43' TO AN IRON PIPE MONUMENT- S00D E 281.47' TO N'LY ROW OF MN ST FKA MN TRUNK HIGHWAY 52 - S85D W ALG LAST DESCRIBED ROW 150.36' - N00D W 292.90' TO E-W4 SEC LN - N89D E ALG E-W4 LN 150.00' TO POB SECTION 10 TO JAMES & MARY ANN GRAEVE TRUST 619 MINNESOTA ST E SAINT JOSEPH MN 56374 619 MINNESOTA ST E ST JOSEPH MN 56374 0.99 281.90 140.95 140.95 $5,009.36 $1,009.36 $4,000.00 TOTALS:8.49 0.00 457.90 677.54 228.95 677.54 906.49 $32,216.65 $5,758.63 $26,458.03 \\dataserver\data\CITY\shared\City Council\City Council Packet\2025\08.04.25\[SJ183096 FAW-CITY.xlsx]PondView PRELIMINARY SPECIAL ASSESSMENT RATES ITEM NO.PARCEL ID NO.PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS ADJUSTED PARCEL AREA TOTAL ASSESSMENTACRE PLATTED ABUTTING FOOTAGE 27'-30' WIDE OVERLAY ADJUSTED FOOTAGE CITY SUBSIDY Page 6 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 2025 STREET IMPROVEMENTS - GRACEVIEW ESTATES 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA SPECIAL ASSESSMENTS ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 32'-33' OVERLAY 1 84.53533.0150 LOT 017 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 KELLY HORNING 525 ELENA LN ST JOSEPH MN 56374 525 ELENA LN SAINT JOSEPH MN 56374 0.29 107.20 61.27 61.27 $1,776.83 $0.00 $1,776.83 2 84.53533.0149 LOT 016 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 DONALD BLACKWELL 515 ELENA LN ST JOSEPH MN 56374 515 ELENA LN SAINT JOSEPH MN 56374 0.25 138.18 80.36 80.36 $2,330.30 $0.00 $2,330.30 3 84.53533.0148 LOT 015 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 CHEN KIMBERLY ZABEL ANDREW D 505 ELENA LN ST JOSEPH MN 56374 421 19TH AVE N SARTELL MN 56377-1680 0.27 121.92 76.82 76.82 $2,227.78 $0.00 $2,227.78 4 84.53533.0147 LOT 014 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 WEN XIN LIU 458 ELENA LN ST JOSEPH MN 56374 458 ELENA LN SAINT JOSEPH MN 56374 0.27 114.68 67.18 67.18 $1,948.08 $0.00 $1,948.08 5 84.53533.0146 LOT 013 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JORDEN L ARBACH 450 ELENA LN ST JOSEPH MN 56374 450 ELENA LN SAINT JOSEPH MN 56374 0.27 117.17 66.28 66.28 $1,921.98 $0.00 $1,921.98 6 84.53533.0145 LOT 012 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 ALLYSON M MUELLER 446 ELENA LN ST JOSEPH MN 56374 446 ELENA LN SAINT JOSEPH MN 56374 0.27 105.19 67.02 67.02 $1,943.44 $0.00 $1,943.44 7 84.53533.0144 LOT 011 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 SCOTT E & LISA J NOLAN 442 ELENA LN ST JOSEPH MN 56374 442 ELENA LN ST JOSEPH MN 56374 0.26 70.17 75.46 75.46 $2,188.34 $0.00 $2,188.34 8 84.53533.0143 LOT 010 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 STEPHANIE A FLECK 438 ELENA LN SAINT JOSEPH MN 56374 438 ELENA LN SAINT JOSEPH MN 56374 0.26 55.05 79.42 79.42 $2,303.04 $0.00 $2,303.04 9 84.53533.0142 LOT 009 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 SUSAN B NOLAN 434 ELENA LN SAINT JOSEPH MN 56374 434 ELENA LN SAINT JOSEPH MN 56374 0.25 66.18 73.84 73.84 $2,141.36 $0.00 $2,141.36 10 84.53533.0141 LOT 008 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JASON L HADLEY 430 ELENA LN SAINT JOSEPH MN 56374 430 ELENA LN SAINT JOSEPH MN 56374 0.33 36.94 81.99 81.99 $2,377.71 $0.00 $2,377.71 11 84.53533.0140 LOT 007 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 SARA S REVIER 426 ELENA LN ST JOSEPH MN 56374 426 ELENA LN SAINT JOSEPH MN 56374 0.73 62.25 116.71 116.71 $3,384.59 $0.00 $3,384.59 12 84.53533.0139 LOT 006 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 TRAVIS W MOORE 422 ELENA LN ST JOSEPH MN 56374 422 ELENA LN SAINT JOSEPH MN 56374 0.57 52.20 122.47 122.47 $3,551.63 $0.00 $3,551.63 13 84.53533.0138 LOT 005 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 THOMAS M JOHNSTONE 418 ELENA LN ST JOSEPH MN 56374 418 ELENA LN SAINT JOSEPH MN 56374 0.33 65.97 85.49 85.49 $2,479.07 $0.00 $2,479.07 14 84.53533.0137 LOT 004 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 MINKYU KIM 414 ELENA LN ST JOSEPH MN 56374 414 ELENA LN SAINT JOSEPH MN 56374 0.26 69.82 69.82 69.82 $2,024.78 $0.00 $2,024.78 15 84.53533.0136 LOT 003 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 CURTIS LOUKS 410 ELENA LN ST JOSEPH MN 56374 410 ELENA LN ST JOSEPH MN 56374 0.33 78.84 78.84 78.84 $2,286.36 $0.00 $2,286.36 16 84.53533.0135 LOT 002 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 THERESA E KOTSMITH 406 ELENA LN ST JOSEPH MN 56374 406 ELENA LN SAINT JOSEPH MN 56374 0.32 126.51 77.83 77.83 $2,257.07 $0.00 $2,257.07 17 84.53533.0134 LOT 001 BLK 002 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 ANDREW T RENNECKE 402 ELENA LN ST JOSEPH MN 56374 402 ELENA LN SAINT JOSEPH MN 56374 0.33 193.39 96.70 96.70 $2,804.16 $0.00 $2,804.16 18 84.53533.0110 LOT 001 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 EVAN T VOS 501 ELLIE CT ST JOSEPH MN 56374 501 ELLIE CT SAINT JOSEPH MN 56374 1.60 116.36 89.16 89.16 $2,585.50 $0.00 $2,585.50 19 84.53533.0111 LOT 002 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 ALBERT F CASPERSON 505 ELLIE CT ST JOSEPH MN 56374 505 ELLIE CT SAINT JOSEPH MN 56374 0.27 70.66 70.66 70.66 $2,049.14 $0.00 $2,049.14 20 84.53533.0112 LOT 003 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JENNY L OIEN 509 ELLIE CT ST JOSEPH MN 56374 509 ELLIE CT SAINT JOSEPH MN 56374 0.26 55.56 72.37 72.37 $2,098.59 $0.00 $2,098.59 21 84.53533.0121 LOT 012 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JACOB A ZETAH 506 ELLIE CT ST JOSEPH MN 56374 506 ELLIE CT SAINT JOSEPH MN 56374 0.32 83.01 74.08 74.08 $2,148.32 $0.00 $2,148.32 22 84.53533.0122 LOT 013 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 TATE A VIERE 403 ELENA LN ST JOSEPH MN 56374 403 ELENA LN ST JOSEPH MN 56374 0.44 196.83 65.40 87.42 108.39 195.81 $5,678.49 $1,678.49 $4,000.00 23 84.53533.0123 LOT 014 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JEFFREY J & APRIL L TESCH 407 ELENA LN ST JOSEPH MN 56374 407 ELENA LN ST JOSEPH MN 56374 0.28 56.80 80.22 80.22 $2,326.38 $0.00 $2,326.38 24 84.53533.0124 LOT 015 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 MICHAEL LEHMBERG 411 ELENA LN ST JOSEPH MN 56374 411 ELENA LN SAINT JOSEPH MN 56374 0.28 103.04 74.54 74.54 $2,161.52 $0.00 $2,161.52 25 84.53533.0125 LOT 016 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 BENJAMIN P FREDRICKSON 415 ELENA LN ST JOSEPH MN 56374 415 ELENA LN SAINT JOSEPH MN 56374 0.28 133.36 82.76 82.76 $2,400.04 $0.00 $2,400.04 26 84.53533.0126 LOT 017 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 PETER H ATHMANN 425 ELENA LN ST JOSEPH MN 56374 425 ELENA LN SAINT JOSEPH MN 56374 0.26 140.77 83.52 83.52 $2,421.94 $0.00 $2,421.94 27 84.53533.0127 LOT 018 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 BRENNAN OLSON 441 ELENA LN ST JOSEPH MN 56374 441 ELENA LN SAINT JOSEPH MN 56374 0.29 120.76 73.93 73.93 $2,143.97 $0.00 $2,143.97 28 84.53533.0128 LOT 019 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 BRENT M ESTERBERG 445 ELENA LN ST JOSEPH MN 56374 445 ELENA LN ST JOSEPH MN 56374 0.29 37.71 78.30 78.30 $2,270.56 $0.00 $2,270.56 29 84.53533.0129 LOT 020 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 CHRISTOPHER J NELSON 447 ELENA LN ST JOSEPH MN 56374 447 ELENA LN SAINT JOSEPH MN 56374 0.28 49.43 73.10 73.10 $2,119.90 $0.00 $2,119.90 30 84.53533.0130 LOT 021 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 NATHAN J FISCHER 451 ELENA LN ST JOSEPH MN 56374 451 ELENA LN SAINT JOSEPH MN 56374 0.28 45.85 71.51 71.51 $2,073.79 $0.00 $2,073.79 31 84.53533.0131 LOT 022 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 DARRELL W KRAFT 455 ELENA LN ST JOSEPH MN 56374 455 ELENA LN SAINT JOSEPH MN 56374 0.28 55.61 72.76 72.76 $2,109.90 $0.00 $2,109.90 32 84.53533.0132 LOT 023 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 LACEY J SMITH 457 ELENA LN ST JOSEPH MN 56374 457 ELENA LN SAINT JOSEPH MN 56374 0.28 57.43 71.97 71.97 $2,086.99 $0.00 $2,086.99 33 84.53533.0133 LOT 024 BLK 001 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 CHAD GAPINSKI 459 ELENA LN ST JOSEPH MN 56374 459 ELENA LN SAINT JOSEPH MN 56374 0.33 166.46 69.00 82.89 81.00 163.89 $4,752.88 $752.88 $4,000.00 ITEM NO.PARCEL ID NO.MAILING ADDRESSPROPERTY ADDRESSPROPERTY OWNERPROPERTY DESCRIPTION 32'-33' WIDE OVERLAY ADJUSTED FOOTAGE PLATTED ABUTTING FOOTAGE TOTAL ASSESSMENT ADJUSTED PARCEL AREA ACRE CITY SUBSIDY Page 7 of 8 PRELIMINARY SPECIAL ASSESSMENT WORKSHEET PRELIMINARY SPECIAL ASSESSMENT RATES 7/31/2025 2025 STREET IMPROVEMENTS - GRACEVIEW ESTATES 32'-33' Wide Overlay $29.00 /LF ST. JOSEPH, MINNESOTA STJOE 183096 PARCEL AREA SPECIAL ASSESSMENTS ACRE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ASSESSED FOOTAGE 32'-33' OVERLAYITEM NO.PARCEL ID NO.MAILING ADDRESSPROPERTY ADDRESSPROPERTY OWNERPROPERTY DESCRIPTION 32'-33' WIDE OVERLAY ADJUSTED FOOTAGE PLATTED ABUTTING FOOTAGE TOTAL ASSESSMENT ADJUSTED PARCEL AREA ACRE CITY SUBSIDY 34 84.53797.0823 LOT 001 BLK 001 S&H TOWNHOMES OF GRACEVIEW PLAT 2 SECTION 15 TOWNSHIP 124 RANGE 29 S&H TOWNHOMES OF GRACEVIEW HOMEOWNERS ASSOCIATION 229 5TH AVENUE S ST JOSEPH MN 56374 229 5TH AVE S SAINT CLOUD MN 56301 2.11 193.31 193.31 $0.00 35A 84.53797.0833 LOT 011 BLK 001 S&H TOWNHOMES OF GRACEVIEW PLAT 2 SECTION 15 TOWNSHIP 124 RANGE 29 JANICE M KOLLAR 2006 REV TRUST 421 4TH AVE SE SAINT JOSEPH MN 56374 0.05 24.16 24.16 $700.75 $0.00 $700.75 35B 84.53797.0832 LOT 010 BLK 001 S&H TOWNHOMES OF GRACEVIEW PLAT 2 SECTION 15 TOWNSHIP 124 RANGE 29 CAROLYN SUE FINLEY 423 4TH AVE SE SAINT JOSEPH MN 56374 0.05 24.16 24.16 $700.75 $0.00 $700.75 35C 84.53797.0838 LOT 9 & P/O LOT 8 BLK 1 LYING NELY OF A LN COM MOST WLY COR LOT 8-N43D E ALG NWLY LN 22.50' TO POB-S46D E 42.00' TO SELY LN LOT 8 & TERM S & H DEVELOPERS LLC 718 CALLOWAY ST E SAINT JOSEPH MN 56374 0.04 24.16 24.16 $700.75 $0.00 $700.75 35D 84.53797.0837 LOT 7 & P/O LOT 8 BLK 1 LYING SWLY OF A LN COM MOST WLY COR LOT 8-N43D E ALG NWLY LN 22.50' TO POB-S46D E 42.00' TO SELY LN LOT 8 & TERM JUDITH GRIFFIN 429 4TH AVE SE SAINT JOSEPH MN 56374 0.04 24.16 24.16 $700.75 $0.00 $700.75 35E 84.53797.0824 LOT 002 BLK 001 S&H TOWNHOMES OF GRACEVIEW PLAT 2 SECTION 15 TOWNSHIP 124 RANGE 29 MADELINE E HOULIHAN 411 4TH AVE SE SAINT JOSEPH MN 56374 0.04 24.16 24.16 $700.75 $0.00 $700.75 35F 84.53797.0825 LOT 003 BLK 001 S&H TOWNHOMES OF GRACEVIEW PLAT 2 SECTION 15 TOWNSHIP 124 RANGE 29 CAROLINE E LINZ 413 4TH AVE SE SAINT JOSEPH MN 56374 0.05 24.16 24.16 $700.75 $0.00 $700.75 35G 84.53797.0835 LOT 4 & P/O LOT 5 BLK 1 LYING NELY OF A LN COM MOST WLY COR LOT 5-N43D E ALG NWLY LN 23.50' TO POB-S46D E 42.00' TO SELY LN LOT 5 & TERM S & H DEVELOPERS LLC 718 CALLOWAY ST E SAINT JOSEPH MN 56374 0.07 24.16 24.16 $700.75 $0.00 $700.75 35H 84.53797.0836 LOT 6 & P/O LOT 5 BLK 1 LYING SWLY OF A LN COM MOST WLY COR LOT 5-N43D E ALG NWLY LN 23.50' TO POB-S46D E 42.00' TO SELY LN LOT 5 & TERM S & H DEVELOPERS LLC 718 CALLOWAY ST E SAINT JOSEPH MN 56374 0.07 24.16 24.16 $700.75 $0.00 $700.75 36 84.53797.0800 LOT 001 BLK 001 S & H REPLAT OF GRACEVIEW EST 2 SECTION 15 TOWNSHIP 124 RANGE 029 COUNTRYSIDE COTTAGES OF ST MICHAEL, LLC 401 4TH AVE SE ST JOSEPH MN 56374 175 7TH AVE S WAITE PARK MN 56387 4.84 187.62 343.34 343.34 $9,956.75 $0.00 $0.00 36 84.53533.0018 LOT 001 BLK 003 GRACEVIEW ESTATES SECTION 10 TOWNSHIP 124 RANGE 029 CASEY A MUELLER 358 4TH AVE SE ST JOSEPH MN 56374 358 4TH AVE SE ST JOSEPH MN 56374 0.35 84.89 84.89 84.89 $2,461.81 $0.00 $2,461.81 37 84.53533.0107 OUTLOT B GRACEVIEW ESTATES SECTION 15 TOWNSHIP 124 RANGE 029 L JOHNSON PROPERTIES LLC 550 25TH AVE N ST CLOUD MN 56303 3.28 318.14 318.14 318.14 $9,226.06 $0.00 $9,226.06 38 84.53533.0159 LOT 009 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 TRACY WEBER 504 ELENA LN ST JOSEPH MN 56374 504 ELENA LN ST JOSEPH MN 56374 0.30 79.90 66.53 54.99 62.80 117.79 $3,415.84 $0.00 $3,415.84 39 84.53533.0158 LOT 008 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 NELDA M DEHN 508 ELENA LN ST JOSEPH MN 56374 508 ELENA LN ST JOSEPH MN 56374 0.22 70.22 70.22 70.22 $2,036.38 $0.00 $2,036.38 40 84.53533.0157 LOT 007 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 BRIAN LOXTERCAMP 512 ELENA LN ST JOSEPH MN 56374 512 ELENA LN SAINT JOSEPH MN 56374 0.24 64.23 72.67 72.67 $2,107.29 $0.00 $2,107.29 41 84.53533.0156 LOT 006 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 ADAM MICHAELSON 516 ELENA LN ST JOSEPH MN 56374 516 ELENA LN SAINT JOSEPH MN 56374 0.27 62.03 72.14 72.14 $2,092.06 $0.00 $2,092.06 42 84.53533.0155 LOT 005 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 BRADLEY A MILLER 520 ELENA LN ST JOSEPH MN 56374 520 ELENA LN SAINT JOSEPH MN 56374 0.33 33.24 77.10 77.10 $2,235.76 $0.00 $2,235.76 43 84.53533.0154 LOT 004 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JACOB E FINK 524 ELENA LN ST JOSEPH MN 56374 524 ELENA LN SAINT JOSEPH MN 56374 0.48 33.93 73.84 73.84 $2,141.36 $0.00 $2,141.36 44 84.53533.0153 LOT 003 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 JON BROPHY 528 ELENA LN ST JOSEPH MN 56374 528 ELENA LN SAINT JOSEPH MN 56374 0.35 35.78 78.12 78.12 $2,265.34 $0.00 $2,265.34 45 84.53533.0152 LOT 002 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 COLT D SMITH 532 ELENA LN ST JOSEPH MN 56374 532 ELENA LN SAINT JOSEPH MN 56374 0.28 58.20 72.85 72.85 $2,112.65 $0.00 $2,112.65 46 84.53533.0151 LOT 001 BLK 003 GRACEVIEW ESTATES 2 SECTION 15 TOWNSHIP 124 RANGE 029 MATTHEW J SHERMAN 536 ELENA LN ST JOSEPH MN 56374 536 ELENA LN SAINT JOSEPH MN 56374 0.25 65.45 53.79 53.79 $1,559.94 $0.00 $1,559.94 TOTALS:25.30 0.00 636.58 3922.59 322.00 4305.51 4434.19 $128,591.58 $2,431.37 $116,203.45 \\dataserver\data\CITY\shared\City Council\City Council Packet\2025\08.04.25\[SJ183096 FAW-CITY.xlsx]PondView Page 8 of 8 STAFF MEMO Prepared by: Community Development Meeting Date: 8/18/2025 ☐Consent Agenda Item ☒Regular Agenda Item Agenda Item 7 Reviewed by: Item: Zoning Ordinance Text Amendment, Cannabis Cultivation in B-2 Highway 75 Business District and L-1 Light Industrial District ACTION REQUESTED 1.Motion to deny, table, or approve Ordinance 2025-010 Amending Ordinance 502, Sections 502.54 and 506.62 2.Motion on summary publication Resolution 2025-057 BOARD/COMMISSION/COMMITTEE RECOMMENDATION The Planning Commission held a public hearing and reviewed the requests to amend the zoning ordinance to add “indoor greenhouse including cannabis cultivation” as a conditional use in the B-2 District and a permitted use in the LI District. There was discussion on safety, odor control, wastewater, lighting, hours of operation, truck traffic, amount of production, number of employees and the having the City’s cannabis ordinance address cultivation to provide guidance on how to handle cultivation. There was discussion on the suitability to allow in the B-2 District that is more retail use focused. The applicant indicated that carbon filters will be used stating there will be little to no smell, that the State has rigorous safety standards, transportation is rare, and plant waste is composting. Planning Commission voted 3-1 to approve the Ordinance Amending Ordinance 502, Sections 502.54 adding “indoor greenhouse including cannabis cultivation” as a conditional use in the B-2 Highway 75 Business District. Planning Commission voted 4-0 to approve the Ordinance Amending Ordinance 502, Sections 506.62 adding “indoor greenhouse including cannabis cultivation” as a permitted use in the LI Light Industrial District. PREVIOUS COUNCIL ACTION None REFERENCE AND BACKGROUND The City has received two applications requesting to amend the City’s Zoning Ordinance related to allowing cannabis cultivation. Daniel Clark has submitted a Zoning Text Amendment application requesting that “indoor cannabis cultivation” be a conditional use in the B-2 Highway Business District due to pursuing indoor cannabis cultivation at 417 1st Ave. NE, St. Joseph. Shaun Tetreault has submitted a Zoning Text Amendment application requesting that “indoor cannabis cultivation” be a permitted use in the L-1 Light Industrial District to allow him to operate in the Northland Business Center Industrial Park. Recent laws legalized adult–use cannabis in Minnesota and established a regulatory framework over the cannabis industry. It is expected that cities across Minnesota will need to review their ordinances, including their zoning ordinances to ensure they address the new legalized use and are consistent with State Laws. The City of St. Joseph adopted a Cannabis Ordinance related to retail, registration, and licensing in 2025. This request is related to the cultivation of cannabis which not listed as a permitted or conditional use in any of the zoning districts. For your consideration, are draft amendments to the zoning ordinance adding “indoor greenhouse including cannabis cultivation” as a conditional use in the B-2 Highway Business District and a permitted use in the L-I Light Industrial District. BUDGET IMPACT: None SUPPORTING DATA/ATTACHMENTS: Zoning Ordinance Text Amendment Applications Ordinance 2025-010 Amendment Resolution Resolution 2025-057 Approving Summary Publication Written Narrative for Zoning Text Amendment Request Re: Amendment to B-2 Highway Commercial Zoning Ordinance to Allow Cannabis Cultivation and/or Retail as a Conditional Use How you would be impacted by the zoning text amendment: As the applicant, I am pursuing a legal, licensed cannabis cultivation facility within a B-2 Highway Commercial zone. Without an amendment to allow this use, either directly or via Conditional Use Permit, I am unable to establish operations at 28 East Elm Street, despite the building being ideally suited for this type of secure, indoor use. This limitation would prevent us from launching a clean, regulated, job-creating business in a commercial space that otherwise meets all logistical, safety, and infrastructure needs. Parcel Identification Number (PIN): 84.53579.000 Location: 28 East Elm Street, Saint Joseph, MN Zoning: B-2 Highway Commercial Request: Zoning Text Amendment to allow Cannabis Cultivation as a Conditional Use Ordinance Section: Section 502.54 - B-2 Highway Commercial District Existing Ordinance Language (Excerpt from Section 502.54) Existing Ordinance Language (Excerpt from Section 502.54) Current Conditional Uses in B-2 Zoning District may include: - Automobile service stations - Car washes - Drive-through restaurants - Commercial greenhouses and nurseries (Note: Cannabis cultivation is not currently listed.) Proposed Language for Ordinance Amendment Add the following use under Conditional Uses in the B-2 Highway Commercial District: "Indoor Cannabis Cultivation Facilities shall be allowed as a Conditional Use in the B-2 Highway Commercial District, subject to full compliance with all applicable State of Minnesota cannabis regulations and any local performance standards. How the text amendment meets the intent of the Comprehensive Plan: This amendment supports the City of St. Joseph’s long-term goals for: ● Economic development ● Entrepreneurial growth ● Responsible redevelopment of existing commercial infrastructure It creates opportunities for organic partnerships with other local businesses, including future retail collaboration where we could sell excess product to your retail store while our retail store is in Uptown Minneapolis and there could be potential relationships with craft distilleries. This aligns with the city's goal to foster innovation, attract responsible investment, and grow its tax base in a sustainable, community-focused way. How the text amendment will impact the zoning code: The amendment simply adds clarity and adaptability to a commercial zoning district by allowing a newly legalized industry to operate under a Conditional Use Permit. This gives the city full authority to: ● Evaluate applications case by case ● Apply any operational restrictions ● Ensure public safety and compatibility It brings the code up to date with evolving state regulations while preserving local control and oversight. How the text amendment will impact the subdivision code: There is no impact on the subdivision code. This request involves no changes to lot lines, land divisions, or parcel configurations. All operations will occur within an existing building. Closing Statement: Our landlord has been a lifelong member of the St. Joseph community and supports our efforts to build a safe, high-integrity cannabis business. We believe this will help elevate the city’s reputation across Minnesota. If retail were permitted in the future, our product quality is such that tourists would travel from the Twin Cities to visit the St. Joseph cannabis shop — and spend money at other local businesses along the way. In addition, with the DEA’s plan to restrict THCA gummies and drinks starting January 1st, we foresee new partnership opportunities with local distilleries as the market shifts toward regulated cannabis-infused beverages — a growth opportunity we’d love to pursue in St. Joseph. We respectfully request the Planning Commission and City Council consider this zoning text amendment so we can proceed with the required Conditional Use Permit and help strengthen the city’s economic future. Amendment To The 502 – Zoning Ordinance: Light Industrial Zoning • Proposed language for Amendment to Ordinance 502 – Zoning Ordinance: o Replace Ordinance Language in to Ordinance 502 – Zoning Ordinance: Section 502.62 -Subd. 2 line X and insert with the following language: Cannabis Cultivation- A cannabis business licensed to grow indoor cannabis plants within the approved amount of space from seed or immature plant to mature plant, harvest cannabis flower from mature plant, harvest cannabis flower from mature plant, package and label immature plants and seedlings and cannabis flower for sale to other cannabis businesses, transport cannabis flower to a cannabis manufacturer located on the same premises, and perform other actions approved by the Office of Cannabis Management. o Insert the following Ordinance Language in to Ordinance 502 – Zoning Ordinance: Section 502.62 -Subd. 2 -line Y: Uses determined to be of similar nature as those contained in the section upon a finding that the uses will not be detrimental to the health, safety and welfare of the City, and that the use is consistent with the stated intent of the zone as contained in Subd. 1. • Written Narrative describing the reason for requesting the text Amendment: o Including Indoor Cannabis Cultivation in the Light Industrial Zoning area allows economic expansion in a new robust industry to the state of Minnesota. The inclusion will increase the amount of high-paying full-time jobs in the area, create additional property tax revenue through further development of indoor cultivation facilities, and can provide the new Municipal Retail Dispensary with locally sourced and state tested high-quality cannabis products. • The amendment and how it meets the intent of the Comprehensive Plan: o In the review of the Comprehensive Plan, Indoor Cannabis Cultivation will assist the city meeting their goals by leveraging additional assets and diversifying their tax base within their Light Industrial Zoning area by attracting jobs within St. Josephs city limits. Indoor Cannabis Cultivation will help create startup businesses allowing the city to create a vibrant community as opposed to having the reputation of being a bedroom community. • How this Amendment will impact the Zoning Code and Subdivision: o State rules and regulations require odor mitigation and security plans. Cannabis Indoor Cultivation has no noise pollution, and minimal processing is required to harvest the plants when matured. Indoor Cannabis Cultivation aligns well with the intent of Light Industrial District. 205-0 ORDINANCE 2025- 010 AN ORDINANCE AMENDING ORDINANCE 502 New language is underlined and in red font. Language to be eliminated is shown as strikethrough. The City Council for the City of St. Joseph, HEREBY ORDAINS that City Ordinance 502, Sections 502.54 and 502.62 are hereby amended as follows: Section 502.54: B-2 HIGHWAY 75 BUSINESS DISTRICT Subd. 1: Intent. The Highway 75 Business District is intended to control the use and development of land and improvements by creating a mixed land use district near and adjacent to the County State Aid Highway 75 corridor in the City of St. Joseph. This shall be done by allowing for a mixture of land uses and by establishing stringent standards for development. This section shall be administered in a manner which will encourage and promote high-value development in a manner similar to a planned unit development, taking full advantage of the City’s highway location. It is also the purpose of the Highway 75 Business District that a pleasant, attractive, and aesthetically pleasing environment be developed. Subd. 2: Permitted Uses. The following uses are permitted: a) Any use permitted in the B-1 District b) Automobile repair- minor c) Convenience store c) Funeral home d) Gasoline service station e) Grocery store f) Hardware store g) Motel and hotel h) Movie (not the drive-in type) and Performing Art Theater i) Places of worship, including churches, synagogues, chapels, and temples. j) Retail shop and store 205-1 k) Veterinary clinic l) Other use determined by the Planning Commission to be of the same character as contained in this Subdivision Subd. 3: Permitted Accessory Uses. The following uses shall be permitted as an Accessory Use in the Highway 75 Business District and subject to all the requirements in this Section: a) Commercial or business building for a use accessory to the principal use, not to exceed 30% percent of the size of principal structure. b) Signs as regulated in this Ordinance. c) Temporary buildings for construction purposes for a period not to exceed construction. d) Off-street loading and parking areas, subject to applicable section(s) of this Ordinance. e) Fences, landscaping. Subd. 4: Conditional Uses. The following uses shall require a Conditional Use Permit as provided for in this Ordinance: a) Animal/Pet Boarding, Training, Grooming and Spa provided that the following is met: 1. The establishment provides services for domestic animals only, meaning house pets such as dogs and cats. 2. Buildings must be sound controlled to protect other tenants within the structure and neighboring structures and property. 3. Outdoor animal runs/exercise areas shall be located in the rear yard, be fully enclosed with a six foot solid fence. Chain link and sheet metal fencing is prohibited. The run/exercise area shall be maintained in a dust free, erosion control manner. 4. Outdoor animal runs/exercise areas shall be located no closer than one- hundred (100) feet to a residential use or district. 5. Dogs shall be supervised at all times while in the animal run/exercise area and any barking dogs shall be immediately taken into the building. 205-2 6. Outdoor animal runs/exercise areas shall only be used between the hours of 7 am and 9 pm. 7. The use is subject to the noise ordinance. 8. No exterior kennels will be permitted. 9. There shall be no breeding or sales of animals. Amended 6/2018 b) Office warehousing. c) Lawn and garden temporary sales area. d) Lumber yards and home improvement retail centers. e) New or used auto dealerships. f) Stone masonry building material sales and service. g) Recreational vehicle sales and services. h) Transportation terminals, public utility and transfer stations, without storage yards. i) Equipment Services. 1. Radio and television shops 2. Appliance repair shops 3. Appliance show rooms j) Recreational Services. 2. Bowling establishments 3. Clubs and lodges k) Drive-through and convenience food establishments, provided that an internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. 205-3 l) Commercial car washes (drive through, self-service and mechanical) provided that stacking space is constructed, subject to approval by the City Engineer, to accommodate that number of vehicles which can be washed during a maximum thirty (30) minute period. m) indoor greenhouse including cannabis cultivation nm) Uses determined to be of a similar nature as those permitted under Subd. 2, upon a finding that the uses will not be detrimental to the health, safety and welfare of the City, and that the use is consistent with the stated intent of the zone as contained in Subd. 1. Subd. 5: Conditions Applicable to All Conditional Use Permits. The following conditions are applicable to all uses under a conditional use permit: a) When abutting a residential use in a residential use district, the property is adequately screened and landscaped. b) Parking areas shall be screened from the view of abutting residential districts. c) Vehicular access points shall be limited, shall create minimal conflict with through traffic movements, shall comply with all appropriate Chapters of this Ordinance as may be amended and shall be subject to the approval of the City Engineer. d) Provisions are made to control and reduce noise in accordance with MPCA standards. e) The entire site other than that taken up by a building, structure or plantings shall be surfaced so as to control dust subject to the approval of the City Engineer. f) The entire area shall have a drainage system subject to the approval of the City Engineer. g) The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area so as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. h) All outdoor storage shall be completely screened from view. Subd. 6: Interim Uses: The following uses shall require an Interim Use Permit as provided for in this Ordinance: a) Farmers Market/Outdoor Market – a publicly or privately operated, open-air establishment where agricultural or new or used projects are sold. 205-4 1. A site plan shall be provided illustrating that the location of the temporary/seasonal market meets all required parking lot setbacks and all other setbacks. The site plan shall be a scaled and dimensioned site plan showing the layout of the entire market area including parking spaces for the use, traffic patterns and stall areas. 2. Any temporary structure placed on the property for such sales must be removed at the end of the selling season or sale. The size of a temporary building shall not exceed 120 square feet per vendor. 3. The Interim Use Permit shall be obtained through the interim use procedures set forth in this Ordinance. b) Rental Units. 1. Single-family residential dwelling units in areas that have been rezoned to commercial from residential shall be allowed an Interim Use Permit as a rental unit for a limited period of time to allow for a transition in use to commercial. When a majority of the block is a commercial use, no additional interim use permits shall be granted or extended and single family rental dwellings shall transition to a permitted use in compliance with this Ordinance. The maximum density for rental units under the Interim Use Permit shall be limited to the density which is allowed in the R-1 Single Family Residential District. 2. The Interim Use as a rental shall be obtained through the interim use procedures set forth in this Ordinance. 3. The maximum term for an interim use permit shall be five years but may be less as approved by the governing body. Subd. 7: Setback Requirements. a) Lot Size. Minimum lot size is 32,670 square feet (.75 Acre) with a minimum width of 100 feet. b) Property adjacent to County State Aid Highway 75. Shall have a ten (10) foot landscaped setback from the highway right-of-way line. Any structure shall have a twenty (20) foot setback from the highway right-of-way. c) Front yard. Setback shall be twenty (20) feet from the lot line. d) Side yard. Setback shall be ten (10) feet from the interior lot line, fifteen (15) feet from the corner lot line, and 35 feet if abutting a residential lot line. 205-5 e) Rear yard. Setback shall be ten (10) feet from the lot line, 35 feet if abutting a residential district. f) No part of the structure including footings, soffits, gutters or other overhangs shall encroach on easement areas. Subd. 8: Height Requirements. a) Any portion of a structure shall not exceed 3 stories or 40 feet in height. Berming the building does not allow a building to be constructed higher than 40 feet. Elevation for the building shall be determined by the average grade of the land. Subd. 9: Site Coverage. No structure or combination of structures shall occupy more than 60 percent of the lot area. Maximum impervious surface coverage of all buildings, parking areas, sidewalks and all other areas covered with impervious material shall not exceed seventy- five (75) percent. Subd. 10: Other Requirements. a) Parking Lots. All parking lots shall conform to the standards set forth in this Ordinance. All lots shall include parking controls and other landscaping techniques to improve their aesthetic quality and to direct the flow of traffic. b) Loading Docks. All loading docks shall conform to the standards set forth in this Ordinance. No loading docks or overhead doors shall directly face County State Aid Highway 75. c) Framing Types: Concrete block or masonry framing systems are preferred. Tilt up framing, Post and Frame and/or steel construction are allowed as long as any structure has a contiguous masonry frost-free foundation. d) Building Exteriors. The following are permitted exterior materials: 1. Pre-finished standing seam architectural metal panels, with a minimum twenty (20) year manufacturer color-fast warranty utilizing concealed fasteners., 2. Brick or face brick, 3. Decorative architectural precast concrete masonry units. Concrete masonry units shall have indented, hammered, split face finish or other similar architectural finish and be integrally colored. Light weight concrete block or cinder block construction is prohibited, 4. Wood, 205-6 5. Natural or cut stone such as granite, marble, limestone, slate, river rock and other durable naturally occurring weather stone, 6. Stucco, 7. Glass curtain walls provided they are designed as non-load bearing exterior walls supported in a metal framework, 8. Vinyl, aluminum, or steel lap siding, 9. Any other material approved by the City Council, including but not limited to fiber cement or other composite materials found to be of comparable or superior durability which mimic the appearance of other approved materials. 10. Portions of the building shall feature divisions in materials, separate entrances/entrance treatments, variations in rooflines and/or variations in building setbacks. A minimum of thirty (30) percent of all four sides of the exterior, exclusive of windows and doors, shall be constructed of one or a combination of the following materials: brick, face brick, natural stone or cut stone, or stucco. e) Accessory Buildings located in the rear yard or behind the principal structure, and not visible from the public right-of-way must have an exterior harmonious with the principal structure, all other accessory buildings must meet the 30% adornment requirement stated above. f) Roof Materials. Commercial grade asphalt shingles, wood shingles, standing seam pre-finished architectural metal, slate, tile or copper. Flat roofs are exempt from this requirement. The City Council may consider green roof options that reduce stormwater runoff and improve water quality. g) Screening. All mechanical, heating, ventilation, air conditioning equipment, and refuse storage areas shall be screened. h) Lighting. All lighting shall be hooded and no light may directly strike County State Aid Highway 75 or areas outside of the development. i) Stops and Curbs. Concrete curb to B-612 specifications shall be used for all automobile stops and for all drive and parking areas. j) Landscaping. In addition to requirements relating to parking lots, the Development Plan shall show a unified landscaping scheme for the development. Amended 12/2019 205-7 Section 502.62: LI-LIGHT INDUSTRIAL DISTRICT Subd. 1: Intent. The Light Industrial District provides space for industrial activities involving a minimum degree of refuse byproducts and air or noise pollution, and requiring a relatively low level of on-premise processing. These activities may include secondary commercial functions which are conducted on site. Subd. 2: Permitted Uses. The following use shall be permitted within the LI-Light Industrial District: a) Assembly plants and manufacturing enterprises of a wide variety of products that do not cause noxious odors or noise, including excessive users of water and sewer. Examples of such uses include: fabrication or assembly of small products such as opticals, electronics, pharmaceuticals, medical supplies and small equipment. b) Publishing establishments. c) Clothing or apparel manufacturing or assembly. d) Business incubator facilities. e) Bottling establishments. f) Dry cleaning and drying establishments. g) Manufacturing/assembly of crates, boxes, baskets, furniture, veneer, cabinets and similar word items. h) Building materials sales and storage/ lumberyards. i) Manufacturing of plastic, fiberglass and metal products. j) Mini-storage. k) Major automotive repair. l) Offices/showroom/retail space as a portion of the principal industrial use provided they do not exceed a combined 25 percent of the total square footage of the principal use. 205-8 m) Appliance assembly and warehousing. n) Industrial research laboratories. o) Manufacturing of small electrical parts and service. p) Newspaper and printing plants. q) Telecommunication facilities, base stations. r) Telemarketing and mail order establishments. s) Warehousing, of non-explosive material and equipment within the structure. t) Wholesale or distributor storage and distribution of non-hazardous materials. u) Wholesale water conditioning systems. v) Breweries, Microbreweries, Distilleries. w) Gyms/indoor athletic facilities x) indoor greenhouse including cannabis cultivation yx) Uses determined to be of a similar nature as those contained in this section upon a finding that the uses will not be detrimental to the health, safety and welfare of the City, and that the use is consistent with the stated intent of the zone as contained in Subd. 1. Subd. 3: Permitted Accessory Uses. The following uses shall be permitted as an Accessory Use in the Light Industrial District and subject to the all the requirements in this Section: a) Restaurant, lunch counters, confectioneries to serve the employees employed within the District. b) Residential structures and related residential uses necessary for security and safety reasons in relation to the principal use. c) Off-street parking and off-street loading. d) Outdoor storage as regulated in this Ordinance. e) Office accessory to the principal use. f) Signs as regulated in this Ordinance 205-9 g) Temporary buildings for construction purposes for a period not to exceed a period of 12 months. Subd. 4: Conditional Uses. The following uses shall require a Conditional Use Permit as provided for in this Ordinance. a) Adult Entertainment as regulated in this Ordinance. b) Commercial activities relating to production systems, structural maintenance programs or the construction industry. c) Service structures, public or private, designed and used to serve the uses in the surrounding area, such as electric power substation, telephone buildings, deep wells, elevated tanks and similar structures and uses. d) Biotechnology and health science research, development, manufacturing, and/or production facilities including but not limited to devices, products, components, and services whether organic or inorganic in nature. e) Commercial/Industrial Planned Unit Development. f) When property within a Light Industrial District abuts County State Aid Highway 75: 1. Motels 2. Gasoline service stations 3. Restaurant or supper clubs 4. Drive-in establishments, provided that an internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. 5. Open sales or temporary rental lots g) Indoor Firing Range provided that: 1. The firing range shall not be located on any lot adjacent to an existing Residential, Educational/Ecclesiastical or Public District unless the facility is separated by a public right-of-way. 2. The firing Range shall not be located within one thousand (1,000) lineal feet, measured from building to building, of an existing firing range or establishment licensed to dispense intoxicating or non-intoxicating liquor, 205-10 nor shall they be in a building that dispenses liquor. 3. The building and method of operation shall conform with the applicable Minnesota Pollution Control Agency, Environmental Protection Agency, and OSHA standards for indoor ventilation, emission into the atmosphere, indoor sound levels, lead containment and outside noise standards. 4. The design and construction of the firing range shall completely confine all ammunition rounds within the building and in a controlled manner. The design and construction of the firing range shall be certified by a registered engineer in the State of Minnesota. The certified plans shall include the specifications and construction of the bullet trap (s), ceilings, exterior and interior walls and floors. The certified plans shall state what type and caliber of ammunition the range is designed to totally confine. 5. No ammunition shall be used in the range that exceeds the certified design and construction specifications of the firing range. 6. Firearms shall not be stored on the premises when the range is closed for Business, unless they are stored in a secured vault. 7. On-site supervision shall be supplied at all times by an adult with credentials as a range operator. The range operator shall be responsible for the conduct of their place of business and the conditions of safety and order in the place of business and on the premises. 8. On site instruction shall be given only by Certified Firearms Instructors. Current certificates for firearms instructors shall be on display in a conspicuous location in the premises and available for public inspection at all times. 9. The transport of firearms on the premises, to the premises and from the premises shall conform to State Law. 10. Minors shall not be allowed in the range unless accompanied by an adult at all times. This provision shall not be interpreted to prohibit minors from participating in a firearm safety class or using the facility provided they are supervised by an adult instructor. h) Minor Recreational Vehicle and automobile sales Subd. 5: Interim Uses. The following shall require an Interim Use Permit as provided for in this Ordinance. a) Asphalt or concrete plants/mixing facility provided the processing of mined materials shall not be conducted closer than five hundred (500) feet to any residential 205-11 dwelling/use. Subd. 6: Lot Area Requirements. a) Minimum Lot Size: One (1) acre (43,560 square feet). Minimum lot width one hundred (100) feet. b) Impervious surfaces shall not exceed 80% of the lot area. Impervious surfaces shall include all structures, parking areas, driveways, sidewalks and all other areas covered with impervious material. Subd. 7: Setback Requirements. No part of the structure including footings, soffits, gutters or other overhangs shall encroach on easement areas. Front Yard Setbacks. a) Front yard setback shall be thirty (30) feet from the lot line. On corner lots, the setback from all lot lines abutting a street shall be thirty (30) feet. When an industrial district lot is separated from a residential zone by a city street, the setback from the lot line shall be one hundred (100) feet. b) Front yards abutting any roadway: the setback shall be landscaped as in accordance to the requirements of any applicable protective covenants and such reasonable requirements as established by the City, and shall not be used for parking. Side Yard Setbacks. a) Side yard setback shall be at least twenty-five (25) feet from the lot line. Development occurring on lots platted prior to January 1, 1999 shall be subject to the ten foot side yard setback requirement in effect at the time of platting. b) A Light Industrial District side yard adjacent to a residential boundary line shall provide for a landscaped strip of at least sixty (60) feet in width along the lot boundary line. The landscaped strip shall be planted with an evergreen hedge to provide a screen. The governing body may require additional side yard setback in these cases. When such additional width is required, such additional width shall not exceed one hundred (100) feet. c) Side yard boarding upon any roadway: the setback shall be landscaped in accordance with any applicable protective covenants and such reasonable requirements as established by the City. Rear Yard Setback. 205-12 a) Rear yard setback shall be at least twenty (20) feet, which may be used for parking. b) A Light Industrial District rear yard adjacent to a residential boundary shall provide a landscaped strip of at least sixty (60) feet in width along the lot boundary line. The landscaped strip shall be planted with an evergreen hedge to provide a screen. The governing body may require additional side yard setback in these cases. When such additional width is required, such additional width shall not exceed one hundred (100) feet. Subd. 8: Height Requirements. a) No building constructed in any Light Industrial District shall be more than fifty- five (55) feet in height. Berming the building does not allow a building to be constructed higher than 55 feet. Elevation for the building shall be determined by the average grade of the land. Subd. 9: Site Coverage. No structure or combination of structures shall occupy more than 50 percent of the lot area. Subd. 10: Other Requirements. a) Parking Lots. All parking lots shall conform to the standards set forth in this Ordinance. All lots shall include parking controls and other landscaping techniques to improve their aesthetic quality and to direct the flow of traffic. b) Loading Docks. All loading docks shall conform to the standards set forth in this Ordinance. No loading docks or overhead doors shall directly face County State Aid Highway 75. c) Building Exteriors. All construction of new facilities, excluding additions that are less than 30% of the existing structure, shall consist of pre-cast or cast tip up concrete walls, concrete block (painted or decorative), and stick built construction and shall include footings that meet the requirement of the MN State Building Code, in relation to frost protection. Pre-finished architectural metal panels, with a minimum twenty (20) year manufacturer color-fast warranty, may be used as a construction material. A minimum of twenty-five (25%) of the exterior building finish directly facing streets, exclusive of windows and doors, shall consist of materials comparable to: face brick; natural stone or cultured rock; glass; vinyl; stucco, aluminum lapsiding; cut block; and, concrete block (the surface must be treated with an applied decorative texture or material). Pre-cast or cast in place concrete buildings shall provide the same amount of adornment. 205-13 Accessory Building located in the rear yard or behind the principal structure, and not visible from the public right-of-way must have an exterior harmonious with the principal structure, all other accessory buildings must meet the 30% adornment requirement stated above. d) Roof Materials. Commercial grade asphalt shingles, wood shingles, standing seam pre-finished architectural metal, slate, tile or copper. Flat roofs are exempt from this requirement. The City Council may consider green roof options that reduce stormwater runoff and improve water quality. e) Every applicant shall be required to submit for approval a landscape plan providing for the planting of trees and other vegetation. f) Any use creating periodic earthshaking vibration shall be prohibited if undue vibrations are perceptible beyond boundaries of the property on which the use is located. This standard shall not apply to vibrations created during the process of construction. g) Any use requiring the storage, utilization or manufacture of products which could decompose by detonation shall be located not less than 400 feet from any residence. This section shall not apply to the storage or usage of liquid petroleum, natural gas for normal residential or business use providing other performance standards are met. h) All activities that emit radioactivity shall comply with the minimum requirements of the Federal regulatory body. i) All uses associated with bulk storage of oil, gasoline, liquid fertilizer, chemicals, similar liquids and hazardous substances shall comply with the requirements of the Minnesota State Fire Marshal, the Minnesota Department of Agriculture and other hazardous substance legislation by the Federal government. The user of such material shall have documents from the above offices that the use is in compliance. All existing above ground liquid storage tanks with a capacity of 2,000 gallons or more, shall comply with the requirements of the Minnesota State Fire Marshal's office within 12 months following enactment of this Ordinance. j) Screening. All mechanical, heating, ventilation and air conditioning equipment, and refuse storage areas shall be screened and in a suitable location. k) Lighting. All lighting shall be hooded and no light may directly strike any street/highway or areas outside of the development. l) Landscaping. In addition to requirements relating to parking lots, the Development Plan shall show a unified landscaping scheme for the development. 205-14 m) Spoil/Construction piles. Properties annexed to the City of St. Joseph that were governed by the 1997 Orderly Annexation Agreement where the main use of the property is for business related to or reliant upon storage/use of construction material shall be allowed to continue to store material on site provided the material is stored in the rear yard. Amended 9/2018 This ordinance becomes effective from and after its passage and publication. Passed by the City Council of St. Joseph, Minnesota this day of August, 2025. _____________________________ Adam Scepaniak, Mayor Attest: _____________________________ David Murphy, City Administrator Resolution 2025-057 SUMMARY PUBLICATION OF ORDINANCE NO. 2025-010 AN ORDINANCE AMENDING ORDINANCE 502 The following official summary of the ordinance referred to has been approved by the City Council of St. Joseph as clearly informing the public of the intent and effect of the amendments. Ordinance amendment to City Ordinance 502 – Zoning Ordinance amends Sections 502.54 B-2 Highway 75 Business District and 502.62 LI Light Industrial District adding “indoor greenhouse including cannabis cultivation as a conditional use in the B-2 District and a permitted use in the LI District. A printed copy of the entire ordinance is available for inspection by any person at the office of the City Clerk any Monday through Friday between the hours of 8:00a.m. and 4:30 p.m. or on the City website at www.cityofstjoseph.com This document hereby is made a part of this ordinance and is attached hereto. _____________________________ Adam Scepaniak, Mayor ATTEST: _____________________________ David Murphy, City Administrator SEAL PUBLISHED IN THE ST. CLOUD TIMES ON ________________, 2025 MEMO TO: St. Joseph City Council FROM: Mark A Thompson, Planning Commission RE: Concerns related to cannabis cultivation in St. Joseph We have an ordinance with respect to retail sales of cannabis products but no ordinance with respect to the cultivation, harvesting, packaging and distribution of cannabis. In my opinion, we should have an ordinance to outline accepted cannabis cultivation practices in place prior to moving forward with changes to include cannabis cultivation as an allowed/permitted type of operation within any of our zoning districts...or at least prior to approving any cannabis cultivation operation within our city. This suggestion is not an effort to restrict the activity, but simply to provide guidance and standards to the activity within our city. While Minnesota statutes provide some guidance relating to cannabis cultivator licensing and operations, I believe there are a number of issues to consider primarily with respect to indoor cultivation activities that should to be addressed. 1) What types of activities are to be included within these facilities: Growing, Harvesting, Processing/Drying, Packaging, Wholesale Distribution? 2) What regulations will be applied to address the following concerns: • Crime/Security: This is a high value business that may attract criminal activities and become a target. Should we require surveillance cameras and fences? • Odor Control/Ventilation: Certain processes involved with indoor cultivation and processing produce odors that may infiltrate the neighborhood. Will carbon filters be enough? Should we require sealed air exchanges with carbon filters and/or hepa filtration systems? • Waste Water Processing: If necessary, how will this be handled to ensure no traces of THC end up in our water supply. • Physcial Waste: Cannabis cultivation generates a significant amount of physical waste at various stages from planting, growing, harvesting and processing. This waste includes both organic and non-organic materials with a wide range of characteristics and disposal requirements. How will this be handled? • Light Pollution: This 24/7 operation requires grow lights to be on at various times throughout the process. What steps will be needed to ensure against extraneous light pollution if necessary? • Business Hours: This is a 24/7 operation...do we need specific business times for shipments/deliveries as well as number of employees and their shifts? • Transportation: No retail sales are allowed so this should be limited to just the employee traffic/parking and controlled, licensed shipments and deliveries. Will these deliveries be via large trucks or small box trucks or vans and at what times? • Product Amount: How much product will be grown, processed and shipped and over what time frames? While I am hesitant to recommend amending our permitted activities until we have a more defined ordinance relating to this type of activity to better manage the above concerns, I believe the following: • Our B-2 Highway Business District caters to primarily retail operations. Cannabis cultivation does not seem to fit well with these activities...especially considering some of the above concerns. • Our Light Industrial seems to be a more appropriate location for this type of activity...especially considering the above concerns. STAFF MEMO Prepared by: Community Development Meeting Date: August 18, 2025 ☐Consent Agenda Item ☒Regular Agenda Item Agenda Item 8 Reviewed by: City Administrator Item: Preliminary and Final Plat of Rivers Bend Plat 5 ACTION REQUESTED 1.Motion to Approve Resolution 2025-054 approving the Preliminary Plat of Rivers Bend Plat 5 2.Motion to Approve Resolution 2025-055 approving the Final Plat and Development Agreement of Rivers Bend Plat 5. BOARD/COMMISSION/COMMITTEE RECOMMENDATION Planning Commission voted 4-0 to approve Resolution approving the Preliminary Plat with the condition to add a construction access at Jade Road. Planning Commission voted 4-0 to approve the Resolution approving the Final Plat with the condition to add a construction access at Jade Road. A public hearing was conducted by the Planning Commission on August 11, 2025. Several residents spoke, asking questions, including questioning the depth of the sewer line, a couple voiced not wanting Lanigan Way SE to connect to Jade Road and CR 121. One resident spoke in favor of Lanigan Way SE connecting to Jade Road and CR 121 citing it as a safety issue and suggested requiring a temporary construction access at Jade Road. PREVIOUS COUNCIL ACTION The City Council approved the PUD and Preliminary Plat of Rivers Bend in 2005 and subsequently approved an amendment and several phases over the years. In 2010, the City Council approved a rezone to R-4 and the site received preliminary and final plat approval for Rivers Bend Plat 2 to accommodate the construction of single family detached patio homes followed by approval of a preliminary and final plat of Rivers Bend Plat 3 in 2017. REFERENCE AND BACKGROUND Applicant Information: CLC Partners, LLC, Owner/Developer Existing Zoning: R-4 Townhouse/Patio Home Residential District Location: North of CR 121/College Ave. S and Kennedy Community School Access: Access to the plat would be derived from County Road 121 (College Ave S)and Lanigan Way SE. A temporary paved cul-de-sac was installed as a temporary turnaround on the east end of Lanigan Way SE. It had been the intention that this future phase would require the extension and connection of Lanigan Way SE to 12th Avenue (aka Jade Road) to CR 121 aligning with Jade Road on the south side of CR 121 as indicated in the Request for Council Action (RCA) memo dated March 17, 2017 during the Preliminary and Final Plat review and within the Development Agreement of Rivers Bend Plat 3. Lanigan Way SE (proposed by developer as Lanigan Ave. SW) – 60 feet has been dedicated for purposes of public right of way for the plat. The proposed plat indicates Lanigan Ave. SW as a dead-end street extending to the east property line with a hammerhead turnaround. The City’s Subdivision Ordinance states that cul-de-sacs shall normally not be longer than 750 feet and block lengths shall normally not exceed 1,300 feet in length in residential subdivisions. The estimated length proposed is around 1,700 feet. Rivers Bend Plat 3 Development Agreement Access Provision: WCA/Wetland Setback: Wetlands have been delineated. The City has a wetland ordinance requiring buildings, and drive and parking areas to be at least 50 feet from the delineated wetland. Stearns County: The submitted plat has been forwarded to Stearns County (Highway Department) for review and comment (comments attached). Overall Plat Information: Size Use Block 1, Lots 1-4 12,119 SF – 29,4995 SF Patio Homes Block 2, Lots 1-2 3,300 SF Duplexes Block 2, Lot 3 81,626 Driveways, open space, wetlands & ponding Lanigan Ave. SW 60 feet wide Right of Way The plat proposes a common area for open space and driveways for the duplexes labeled as Block 2, Lot 3. The applicant will need to verify ownership and maintenance of this lot. Permitted Uses would follow the R-4 District and are as follows: Patio Homes: A single-family attached or detached unit consisting of one level living area with open space setbacks on two sides and the ability to have a bonus room above the garage. Townhouses: A single-family dwelling in a row of at least three such units in which each unit has its own front and rear access to the outside, no unit is located over another unit, and each unit is separated from any other unit by one or more common fire resistant walls Row Houses: One of a series of essentially identical single family residential structures situated side by side and joined by common walls. Twin Home: Two dwelling units each located upon separate, abutting lots; each attached side to side but not having a side yard setback from one lot line; each sharing only one common, unpierced from ground to roof wall; and separated from any other building or structure by space on all sides. Lot Requirements would follow R-4 District. Lot Width: The minimum lot width in the R-4 district for a detached patio home is 60 feet and the minimum depth is 100 feet. The patio home lots meet this minimum requirement. Lot Requirements for R4 Detached Patio Home - Front Yard Setback 30 feet Side Yard (interior) Setback 10 feet Side Yard (street) Setback 20 feet Rear Yard Setback 20 feet Wetland Building Setback 50 feet Maximum Building Coverage 35% Height Limitation 35 feet Lot Area Requirements: The minimum lot area allowed in the R-4 district for townhouse, group or row house unit is 4,000 square feet. The proposed duplex lots are 60 feet wide and 55 feet in depth for a total of 3,300 square feet. A duplex is not listed as a permitted use in the R4 District but if it meets the definition of a permitted use defined above, it would be governed as such. The applicant has indicated that the duplexes will be twin homes attached side by side. The duplex lots do not meet the minimum requirement. Trail and Sidewalk: Typically, a six-foot-wide sidewalk would be required on at least one side of the street per the Subdivision Ordinance. The City Council waived the sidewalk requirement at the time Rivers Bend Plat 2 and 3 received plat approval. Park Dedication Information: Parkland dedication was previously fulfilled with the parkland adjacent to the Sauk River as part an approved the PUD and Preliminary Plat entitled Rivers Bend in 2005. Drainage and Utility Easements: According to the City’s Subdivision Ordinance, drainage and utility easements are to be 6 feet on interior lot lines (12 feet total), 12 feet along roadways and over ponding areas. The plat proposes five-foot drainage and utility easements along interior lot lines, and 10 feet along roadways. Easements are over the wetland areas. This is consistent with the original Rivers Bend Development Plan. BUDGET IMPACT: SUPPORTING DATA/ATTACHMENTS: Site Location Map Subdivision Applications Preliminary Plans for Grading, Sanitary Sewer, Watermain, Storm Sewer, and Streets Preliminary Plat Final Plat City Engineer Memo Stearns County Highway Department Memo Draft Development Agreement Resolution 2025-054 approving Preliminary Plat Resolution 2025-055 approving Final Plat and Development Agreement Site Location Map Rivers Rivers Bend Plat 4 1i _2uW4A CITY OF ST. JOSEPH FEE: $500 plus $5 per lot plus $5,000 escrow deposit APPLICANT AND OWNER INFORMATION: Applicant CLC Partners and Cory Elhert Preliminary Plat Application Date Received .7 1 -,i,, Phone: 320-420-1052 Email: cory@centralmnrealty.com Mailing Address: PO Box 99, St. Joseph, MN 56374 Property Owner: Same as above. Phone: Email: Mailing Address: PROJECT INFORMATION: Rivers Bend Plat 5 Project/Development Name: Project Location: P I D 84.53494.0273 Parcel Identification Number(s) of Property: 84.53494.0273 Legal Description of Property (attach a separate document if necessary): A portion of Outlot G, Rivers Bend Plat PROCEDURE FOR PRELIMINARY PLAT APPROVAL Following a pre -application meeting and review of a concept plan, the applicant shall prepare a request for approval of a preliminary plat. An Application will be considered complete and therefore ready for submission to the Planning Commission when the information in this checklist and within the City subdivision ordinance is submitted and accepted by the City. The applicant will be notified by letter of any deficiencies in the application within ten (10) business days of receipt of the submittal. The application will be scheduled on the appropriate Planning Commission and City Council agenda upon acceptance of a complete application packet. Contact the Community Development Director, Nate Keller at the St. Joseph Government Center at 320-229-9425 or nkeller@cityofstioseph.com. The plat request shall be filed with the City on this official application form, along with the established fee. Such application shall also be accompanied by two (2) large-scale copies, twelve (12) reduced 11"x17" scale copies and an electronic copy of a final plat and supportive information in conformity with the City's Ordinances. The scale of such materials shall be the minimum necessary to ensure legibility. Preliminary Plat Application, City of St. Joseph Page 1 of 4 The application and copies of the preliminary plat shall be submitted three (3) weeks prior to the next Planning Commission meeting for which you wish to be heard. PRELIMINARY PLAT DATA REQUIREMENTS 1. Proposed name of subdivision. Names shall not duplicate or too closely resemble names of existing subdivisions. 2. Location of boundary lines in relation to section, quarter section or quarter quarter section lines and any adjacent corporate boundaries,comprising a legal description of the property. 3. Names and addresses of the developer and the designer making the Plat. 4. Scale of plat, not less than one (1) inch to one hundred (100) feet. Scale of plat (the scale to be shown graphically and in feet per inch). 5. Date and north point. 6. Date of preparation. 7. The legal description of the land contained within the subdivision including the total acreage of the proposed subdivision. 8. An indication as to which lands are registered Torrens property or abstract property. If land is registered property, a registered land survey shall be required. 9. Existing and proposed covenants, liens or encumbrances. 10. Elevation benchmarks used for the topographic survey and datum on which they are based. 11. Reference to the coordinate system use for the survey. 12. Results of site evaluation, including percolation tests and soil borings. 13. Boundary lines to include bearings, distances, curve data, and total acreage of proposed plat, clearly indicated. 14. Existingzoning classifications for land in and abutting the subdivision. 15. Total area of the proposed plat 16. Location, width and name of each existing or platted street or other public way, railroad and utility right of ways, public and private easements, parks and other public open spaces, and permanent buildings, within and adjacent to the proposed subdivision. Where a street is improved, the location, type, and width of the improved section shall be shown. 17. All existing utilities, both overhead and underground within and adjacent to the plat. 18. Sanitary sewers, storm sewers and culverts, including manhole invert and top casting elevations, culvert entrance and outlet elevations, and pipe sizes and locations. Water mains including hydrant locations and pipe sizes. 19. Overhead and underground electrical, telephone, and gas lines. Manholes, pedestals, and similar appurtenances shall be shown. 20. Names of adjacent subdivisions and owners of adjacent parcels of unsubdivided land, within one hundred fifty (150) feet, including all contiguous land owned or controlled by the applicant. 21. Topography with contour intervals of not more than two (2) feet related to USGS Datum. Topographic maps developed from aerial topography shall be verified with spot elevations taken in the field; a minimum of four spot elevations taken at the outer limits of the plat (four corners) shall be required along with one additional elevation for each five acres of area to be covered by the plat. Topography shall include the location and limits of water courses, marshes, low wet areas, drainage ways, bodies of open water including the highest known water level, ravines, quarries, bridges, culverts and other surface structures, wooden areas, rock out crops, and other natural features as may be pertinent to the subdivision. 22. The City may require additional topographic data on the area to be platted or on surrounding properties where necessary to properly evaluate drainage considerations. 23. Subsurface conditions on tracts for subdivisions utilizing individual water and sewage disposal systems; location and results of tests to ascertain subsurface soil, rock and groundwater conditions and availability; location and results of soil percolation tests. 24. One hundred (100)-year flood elevations, the regulatory flood protection, and boundaries of floodway and flood fringe areas, if known, taking into consideration the Flood Hazard Boundary Map or Flood Insurance Study and Flood Insurance Rate Map. 25. A statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 115B.02, Subd. 8. Such statement may be Preliminary Plat Application, City of St. Joseph Page 2 of 4 required to be based upon an environmental assessment of the site by an environmental engineering firm acceptable to the City. 26. Geotechnical data prepared by a qualified soils engineer showing surface and subsurface soils and groundwater in sufficient` detail to show the site to be suitable for the development proposed. 27. In shoreland overlay districts as indicated in the City's zoning ordinance, extent of anticipated vegetation and topographic alterations; near -shore aquatic conditions, including depths, types of bottom sediments and aquatic vegetation. 28. All existing survey monuments that have been found. 29. Areas in the plat which have been designated as shoreland, wetlands and/or floodplains by the Department of Natural Resources and the City of St. Joseph's Shoteland Overlay District as set forth within the City's zoning ordinance, including the high water mark of all wetlands. 30. The location and width of proposed streets, roadways, alleys, pedestrian ways and easements. 31. The location and character of all proposed public utility lines including gas lines, power lines and telephone lines. 32. Layout numbers and dimensions of lots and a number or letter of each block. 33. Location and size of proposed parks, playgrounds, churches, or school sites or other special uses of land to be considered for dedication to public use, or to be reserved by deed of covenant for the use of all property owners in the subdivision and any conditions or such dedication or reservation. 34. Building set back lines with dimensions. 35. Indication of any lots on which use other than residential is proposed by the subdivider. 36. The zoning districts, if any, on and adjacent to the tract. 37. Building pads intended for construction. 38. Park and Trail Plan. Park and trail plan pursuant to this Ordinance. 39. Plan and profile sheets showing the layout of each street, the existing centerline surface grades, proposed centerline grades including' gradients, PVI locations and elevations, and length of vertical curves. Existing grades may be developed from the topographic map. 40. Typical sections for each different street type. Sections shall show the width of the paved surface distance between gutter lines where concrete curb and gutter is to be provided), street crown, boulevard width and slope in cut and fill sections, and back slopes in cut and fill sections. The full section shall show grading to each property line. 41. A "drainage and utility plan" showing the approximate location and proposed size of sanitary sewers, water mains, and facilities for handling surface runoff (storm sewers, detention or retention facilities, ditches or swales, culverts, ctc.). The plan shall be drawn on a reproducible copy (mylar) of the Preliminary Plat complete with all topographic information. Proposed manhole inverts shall be shown for sanitary and storm sewers along with the invert elevations of culvert entrances and outlets. If a lift station is contemplated for the sanitary sewer system, the service area shall be delineated on a vicinity map provided separately or inset on the plat. Where detention or retention facilities are contemplated, their location and approximate size shall be shown on the plan; before the final plat is accepted, a detailed preliminary design must be provided for the ponds or basin as set forth elsewhere herein. The land used for construction of a detention or retention facility shall not overlap the minimum area required to plat the lot. 42. A vicinity map at a legible scale (one (1) inch equals one thousand (1,000) feet or larger) shall be provided separately or inset on Preliminary Plat. The map shall show the surrounding area within one half mile of the proposed plat in all directions, shall show the arterial and collector streets near the proposed plat, and shall show utility connections too remote to be shown on the Preliminary Plat. 43. The applicant shall supply proof of title and the legal description of the property for which the subdivision is requested, consisting of an abstract of title or registered property abstract currently certified together with any unrecorded documents whereby the petitioners acquire a legal ownership or equitable.ownership interest and as applicable, supply documented authorization from the owner(s) of the property in question to proceed with the requested subdivision. 44. Landscape plan. 45. The location of any wetlands lying within the proposed plat. Preliminary Plat Application, City of St. Joseph Page 3 of 4 46. The applicant shall submit any necessary and requested applications forvariances—fmmthe provisions of this Ordinance and the St. Joseph Zoning Ordinance as set forth in the St. Joseph Zoning Ordinance. 47. Additional data may be required when, in the opinion of the City, it is necessary to make a proper determination of site suitability for the type of development intended, or when the City or property owners outside of the area to be platted may incur costs for improvements generated by development. Such additional data may include, but not be limited to: soil surveys and borings, water table determinations, location of flood plain or flood fringe areas, additional drainage analyses, estimates of costs for proposed improvements, and other data as the City may require. Review and Recommendation by the Planning Commission. The Planning Commission shall consider oral or written statements from the applicant, the public, City Staff, or its own members. It may question the applicant and may recommend approval, disapproval, or to continue the application. The Commission may impose necessary conditions and safeguards in conjunction with their recommendation. Review and Decision by the City Council. The City Council shall review the application after the Planning Commission has made its recommendation. The City Council is the only body with the authority to make a fmal determination and either approve or deny the application for preliminary plat. Unless an extension of time is requested and granted by the City Council, the Applicant shall submit an application for Final Plat within 12 months of receiving Preliminary Plat approval, or the approval will expire. This application must be signed by all owners of the subject property or an explanation given why this is not the case. We, the undersigned, have read and understand the above, and that any cost above the application fee and escrow deposit related to this preliminary plat for engineering and consulting will be reimbursed to the City of St. Joseph. Applican Signature ProW Owner's Signature lr! Z6^ Date 7 / .7 z:r Date Questions: Contact Community Development Director Nate Keller at (320) 229-9425 or nkeller(&cityofsti oseph.com. Submit completed application to: St. Joseph Government Center 75 Callaway St E St. Joseph, MN 56374 Preliminary Plat Application, City of St. Joseph Page 4 of 4 Final Plat Application CITY OF ST. JOSEPI-P FEE: $400 Date Received ESCROW: $1000 APPLICANT INFORMATION: Applicant CLC Partners and Cory Elhert Phone: 320-420-1052 Email: cory@centralmnrealty.com Mailing Address: PO Box 99, St. Joseph, MN 56374 Property Owner: Phone: Mailing Address: Same as above. PROJECT INFORMATION: Email: Project/Development Name: Rivers Bend Plat 5 Project Location: PID 84.53494.0273 Parcel Identification Number(s) of Property: 84.53494.0273 Legal Description of Property (attach a separate document if necessary): A portion of Outlot G, Rivers Bend Plat PROCEDURE FOR FINAL PLAT APPROVAL An Application will be considered complete and therefore ready for submission to the Planning Commission when the information in this checklist and within the City subdivision ordinance is submitted and accepted by the City. The applicant will be notified by letter of any deficiencies in the application within ten (10) business days of receipt of the submittal. The application will be scheduled on the appropriate Planning Commission and City Council agenda upon acceptance of a complete application packet. Contact the Community Development Director Nate Keller at the St. Joseph Government Center at 320-229-9425 or nkellergcityofstjoseph.com. The plat request shall be filed with the City on this official application form, along with the established fee. Such application shall also be accompanied by two (2) large-scale copies, twelve (12) reduced 11"x17" scale copies and an electronic copy of a final plat and supportive information in conformity with the City's Ordinances. The scale of such materials shall be the minimum necessary to ensure legibility. Final Plat Application, City of St. Joseph Page 1 of 3 The application and copies of the final plat shall be submitted three (3) weeks prior to the next Planning Commission meeting for which you wish to be heard. FINAL PLAT DATA REQUIREMENTS 1. The final plat must include all changes required from the preliminary plat. 2. Name of the subdivision, which shall not duplicate or too closely approximate the name of any existing plat theretofore recorded in the City of St. Joseph or its vicinity. 3. Location by section, township, range, county and state and including descriptive boundaries of the subdivision based on an accurate traverse, giving angular and linear dimensions which must mathematically close. 4. The location of monuments shall be shown and described on the final plat. Locations of such monuments shall be shown in reference to existing official monuments on the nearest established street lines, including true angles, and distances to such reference points or monuments. 5. Locations of lots, streets, public highways, alleys, parks outots, and other features, with accurate dimensions in feet and decimals of feet, with the length of radii and /or arcs of all curves, and with all other information necessary to reproduce the plat on the ground shall be shown. Dimensions shall be shown from all angle points of curve to lot lines. 6. Lots shall be numbered clearly. Blocks are to be numbered, with numbers shown clearly in the center of the block. 7. The exact locations, right of way widths, and names of all streets to be dedicate. 8. Location, width and intended use of all easements to be dedicated. 9. Name of fee owner and surveyor preparing the plat. 10. Scale of plat (the scale must be shown graphically and in feet per inch), date, and north point. 11. Statement dedicating all streets, alleys, public outlots, and other public areas, utility and drainage easements not previously dedicated as follows: Streets, alleys, and other public areas shown on this plat and not heretofore dedicated to public use are hereby so dedicated. 12. A current abstract of title or title commitment. 13. Other data: Such other information that may be required by the City, including but not limited to: Copies of any private restrictions affecting the subdivision or any part thereof submitted to the City. A signed Developers Agreement approved by the City which includes provisions for financial guarantee as provided for in City Ordinance. A complete set of construction plans containing plans and specifications to construct the required public improvements and to make the subdivision suitable for development, which conform to the City requirements. Three complete sets of 117 x 17" reproducible as -built construction drawings for any public improvements constructed in the subdivision shall be furnished to the City for the City files and City Engineer, within one hundred twenty (120) days after the construction is complete and approved by the City. In addition one (1) digital GIS formatted copy and one scanned copy for imaging shall be submitted to the City. Upon adoption and filing of a final plat, the City shall prepare a street address map and distribute it to the applicant, utility companies, police department, ambulance, fire department, post office and County. A certified full size mylar copy and one reduced 11"xl7" mylar copy of the plat evidencing filing of the plat with the County within thirty (30) days after recording to the City. No building permit shall be approved for construction of any structure on any lot until the City has received evidence of the plat being recorded by Stearns County. A disk of the recorded plat in AutoCAD or other approved format for inclusion in the City's base map. Final Plat Application, City of St. Joseph Page 2 of 3 NOTE: FINAL PLAT IS SUBJECT TO DEVELOPMENT FEES, INCLUDING BUT NOT LIMITED TO PARK DEDICATION AND STORM WATER DEVELOPMENT REQUIREMENTS. Acceptance of either park land dedication or cash in lieu of park land dedication is at the discretion of the city. Park Dedication Requirements: Single Family Residential — 1,172 SF per unit or $914 per unit (Payment in Lieu) Multiple Family Residential —1,250 SF per unit or $975 per unit (Payment in Lieu) Commercial & Industrial — 5% of land area or 5% of average land value (Payment in Lieu) Storm Water Development Fee: $0.10 per sq. foot single family residential 0.134 per square foot multi -family residential 0.20 per square foot commercial/industrial Review and Decision by the City Council. The City Council shall review the application for Final Plat after the Planning Commission has made its recommendation. The City Council is the only body with the authority to make a final determination. This application must be signed by all owners of the subject property or an explanation given why this is not the case. We, the undersigned, have read and understand the above, and that any cost above the application fee related to this final plat for engineering and consulting will be reimbursed to the City of St. Joseph. r— Applicard Signature Prope Owner's Signature 7--+7- Date 17. /7-2y Date Questions: Contact Community Development Director Nate Keller at (320) 229-9425 or nkellerAcitvofstioseph.com. Submit completed application to: St. Joseph Government Center 75 Callaway St E St. Joseph, MN 56374 Final Plat Application, City of St. Joseph Page 3 of 3 N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 C V 0 1 . D W G RI V E R ' S B E N D P L A T 5 © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . BENCHMARKS BM-1 XXXXXXX PRELIMINARY PLANS RIVER'S BEND PLAT 5 ST. JOSEPH, MINNESOTA PREPARED FOR: CLC PARTNERS ADDRESS ST. JOSEPH, MINNESOTA CONTACT: CORY EHLERT PHONE: 320-420-1052 EMAIL: CORYEHLERT@KW.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. .. .. .. .. .. .. .. .. .. .. FOR FOR GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER AND STREETS PREPARED BY: PROJECT NUMBER: 0070071.00 CONTACT: JOHN BLENKER PRELIMINARY PLANS RIVER'S BEND PLAT 5 ST. JOSEPH, MINNESOTA FOR FOR GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER AND STREETS INITIAL SUBMITTAL DATE: XX/XX/XX SHEET: 1 OF 17 PROJECT NUMBER: 0070071.00 westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. SHEET LIST TABLE SHEET #SHEET TITLE 1 COVER 2 EXISTING CONDITIONS & REMOVAL PLAN 3 SITE PLAN GRADING PLAN5 POND DETAIL6 SANITARY SEWER & WATERMAIN PLAN & PROFILE7 STORM SEWER PLAN & PROFILE STREET PLAN & PROFILE INITIAL EROSION CONTROL PLAN10 FINAL EROSION CONTROL PLAN11 SWPPP NOTES 12 SWPPP NARRATIVE 13 SWPPP MAPS CO L L E G E A V E S JAD E R D 290TH ST 14 DETAILS15 DETAILS16 DETAILS BM-2 XXXXXXX 17 4 SIGNAGE AND LIGHTING PLAN 9 8 ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S LANIG A N A V E N U E SW JA D E R O A D ( F U T U R E ) COUN T Y R O A D N O . 1 2 1 APPROXIMATE LOCATION OF OVERHEAD POWER LINE EASEMENT (NEED TITLE WORK TO VERIFY) CULVERT INV.= 1064.48 CULVERT INV.= 1064.36 BENCHMARK: TNH = 1073.54 INV.= 1060.53 INV.= 1061.18 EDGE OF WATER EDGE OF WATER EDGE OF WATER GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G SW1/4 SEC.15 , T . 1 2 4 , R . 2 9 E SAW CUT \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ REMOVE EXISTING BITUMINOUS N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 E X 0 1 . D W G 17 2 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 EXISTING CONDITIONS & REMOVAL PLANADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES GUY WIRE SANITARY MANHOLE POWER POLE ELECTRIC BOX WETLAND POWER OVERHEAD TELEPHONE UNDERGROUND POWER UNDERGROUND FIBER OPTIC SANITARY SEWER GATE VALVE HYDRANT LEGEND CURB & GUTTER BITUMINOUS SURFACE POH PUG SAN TUG FO S E BOUNDARY LINE ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S BENCHMARK: TNH = 1073.54 GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G E DUPLEX (60' x 55') FFE=1073.00 1073.00 1SOG 1073.20 2SOG 1073.20 3 SOG 1072.7 0 4 SOG PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 S S 0 1 2 3 4 5 6 PROPERTY BOUNDARY (TYP.) 34' F - F 18' 16' 60' R.O.W. B618 CURB & GUTTER 20' WETLAND SETBACK WETLAND (TYP.) 30' R.O.W. SETBACK 40' BOUNDARY SETBACK 20' WETLAND SETBACK TEMPORARY HAMMERHEAD TURNAROUND EASEMENT LINE (TYP.) R150' R150' N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S P 0 1 . D W G 17 3 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SITE PLAN ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. 1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5.STREET WIDTHS ARE SHOWN FROM FLOW OF CURB TO FLOW OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND SIGN (SINGLE POST) STREET LIGHT WETLAND ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S BENCHMARK: TNH = 1073.54 GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G E DUPLEX (60' x 55') FFE=1073.00 1073.0 0 1SOG 1073.2 0 2SOG 1073.20 3 SOG 1072.7 0 4 SOG PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S P 0 3 . D W G 17 4 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SIGNAGE AND LIGHTING PLANADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000015' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND SIGN (SINGLE POST) STREET LIGHT WETLAND 1.PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS). 2.ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS). 3.ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT PROTECTED BY CURB. 4.ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO THE CURB. 5.ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S LANIG A N A V E N U E SW JA D E R O A D ( F U T U R E ) COUN T Y R O A D N O . 1 2 1 APPROXIMATE LOCATION OF OVERHEAD POWER LINE EASEMENT (NEED TITLE WORK TO VERIFY) CULVERT INV.= 1064.48 CULVERT INV.= 1064.36 BENCHMARK: TNH = 1073.54 INV.= 1060.53 INV.= 1061.18 EDGE OF WATER EDGE OF WATER EDGE OF WATER GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G SW1/4 SEC.15 , T . 1 2 4 , R . 2 9 E DUPLEX (60' x 55') FFE=1073.00 1073.0 0 1SOG 1073.2 0 2SOG 1073.20 3 SOG 1072.7 0 4 SOG PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 E.O.F. 1068.50 106 710 6 7 10 6 8 10 6 5 10 6 6 1 0 6 6 1067 1070 10 6 8 1 0 6 9 1071 1070 1067 10681069 1071 1071 106 5 106 6 106 6 106 6 106 7 106 7 106 7 106 8 106 5 106 6 106 7 106 8 10 7 0 10 6 8 1068 1068 10 6 9 106 9 10 6 9 1065 1070 1066 106 7 1068 106 9 107 1 1072 1070 1067 1068 1069 1071 1072 1 0 7 0 10 6 8 1 0 6 9 107 1 106 5 10 7 0 106 6 106 8 10 6 9 10 7 1 10 7 2 1065 1070 1062 1063 1064 1066 1067 1068 1069 10 6 8 10 7 0 10 6 9 1071 1072 1073 1068 1069 1066 10 6 7 1068 1069 107010681069 1070 106710681069 1067 S S N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 G D 0 1 . D W G 17 5 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 GRADING PLAN ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000024' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. EXISTING PROPOSED GRADING LEGEND GRADING & DRAINAGE NOTES PROPERTY LINE 982 980 EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION PROPOSED GRADE SB-19 1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 0.00% 900.00 900.00 E.O.F. HIGH/LOW POINTHP/LP 900.00 PROPOSED STREET PROFILE GRADEX.XX% POND NORMAL WATER LEVEL WETLAND LINE ST O ST O ST O ST O PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG P U G P U G PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E.O.F. 1068.50 106 7 10 6 7 10 6 5 10 6 6 1 0 6 6 1067 1070 10 6 8 1 0 6 9 1071 1070 1067 1068 1069 1071 1071 10 7 0 10 6 8 1068 10 6 9 106 9 10 6 9 1065 1070 1062 1063 1064 1066 1067 1068 1069 106 8 10 7 0 10 6 9 1071 1072 1073 1068 1069 1066 10 6 7 1068 1069 15" FES-103 4.8 CU YD CLASS III RIPRAP IE=1066.00 1 7 5 L F - 1 5 " R C P @ 0 . 3 3 % 12" FES-102 IE=1064.00 (W) 49 LF-12" RCP @ 2.03% OCS-101 (48" Ø) RE=1067.75 IE=1065.00 (E) IE=1065.77 (NW) SUMP=1063.00 157 LF-18" RCP @ 0.49% 18" FES-107 6.4 CU YD CLASS III RIPRAP IE=1066.00 20 9 L F - 1 8 " R C P @ 0 . 2 8 % WET POND (203P) TOP=1069.50 EOF=1068.50 HWL=1067.83 NWL=1066.00 BOT=1062.00 N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 G D 0 2 . D W G 17 6 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 POND DETAIL ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 20' 4' OR 2' 0'20'40'60' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. EXISTING PROPOSED GRADING LEGEND GRADING & DRAINAGE NOTES PROPERTY LINE 982 980 EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION PROPOSED GRADE SB-19 1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 0.00% 900.00 900.00 E.O.F. HIGH/LOW POINTHP/LP 900.00 PROPOSED STREET PROFILE GRADEX.XX% POND NORMAL WATER LEVEL WETLAND LINE LAST REVISED: X/X/X ST09 OUTLET CONTROL STRUCTURE 4' DIA. A AA A MIN. 2 CU YARDS RIPRAP CLASS 3 #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" 5"6" SECTION A-AELEVATION PLAN PLAN 9" 8" INV=1067.75 4" ∅ ORIFICE INV=1066.00 TOP=XXXX.XX 18" OUTLET PIPE INV=1065.00 12" INLET PIPE SUMP INV=1063.00 INV=1065.77 LAST REVISED: 08/15/17 POND BENCH GD06 3:1 4:1 OUTLET ELEVATION=1066.00 2' CLAY LINER BENEATH OUTLET ELEVATION 10' 10:1 LAST REVISED: 08/15/17RIPRAP OVERFLOW NOTES: 1.INSTALL RIPRAP PER MNDOT SPEC 3601 2.RIPRAP SHALL BE CLASS III PER MNDOT SPEC 3601 GD33 POND/BASIN PLAN 6" 18 " 1' POND/BASIN CONTOURS INSTALL RIP-RAP DOWN TO THE EXISTING GROUND TIE-IN FILTER FABRIC RIPRAP TOP OF POND/BASIN 4:1 4:1 POND/BASIN EXISTING GROUND 6" 5' FILTER FABRIC PROFILE VIEW SIDE VIEW 18 " 12 " 20' RIPRAP 20' PO H PO H PO H PO H PO H PO H PO H PO H PO H SAN SAN SAN S S DUPLEX (60' x 55') FFE=1073.00 1 2 3 4 PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 S S MH-05 MH-03 MH-02 MH-06 EX. MH-01 8" GATE VALVE HYD. W/AUX. VALVE GRND ELEV=1072.1 14 LF - 8" DIP 8"x 6" TEE 8"-22.5° BEND 8"-11.25° BEND 8"-22.5° BEND 8"-22.5° BEND HYD. W/AUX. VALVE GRND ELEV=1067.0 68 LF - 8" DIP 46 LF-8" DIP 183 LF - 8 " D I P 79 LF-8" DIP CONNECT TO EXISTING 8" PVC CONTRACTOR TO FIELD VERIFY SIZE, TYPE, & LOCTAION IE=1061.51 CONNECT TO EXISTING 8" DIP CONTRACTOR TO FIELD VERIFY SIZE, TYPE, & LOCTAION 36 LF-8" DIP8" GATE VALVE 8" GATE VALVE 68 L F - 8 " D I P 1063.8 0+67 1072.3 1064.0 1+45 1072.5 1064.2 0+16 1072.4 1064. 0 0+81 1071 . 9 LANIGAN AVE 1050 1055 1060 1065 1070 1075 1080 1085 1090 1050 1055 1060 1065 1070 1075 1080 1085 1090 0 1 2 3 4 5 6 7 8 8 EX. MH-01 RE=1070.00 IE=1061.23 (E) IE=1061.13 (W) 40 LF-8" PVC @ 0.52% 86 LF-8" PVC @ 0.40% MH-06 RE=1070.24 IE=1063.43 (W) MH-02 RE=1070.56 IE=1061.82 (E) IE=1061.72 (W) 10 6 9 . 7 10 6 9 . 7 2 10 7 0 . 0 10 7 0 . 0 6 10 6 9 . 9 10 7 0 . 3 4 10 6 6 . 7 10 7 0 . 5 9 10 6 4 . 8 10 7 0 . 8 4 10 6 5 . 4 10 7 1 . 0 9 10 6 5 . 3 10 7 1 . 3 4 10 6 8 . 3 10 7 1 . 5 9 10 6 9 . 5 10 7 1 . 8 4 10 6 9 . 8 10 7 1 . 9 1 10 7 0 . 1 10 7 1 . 2 4 10 6 9 . 4 10 6 9 . 9 8 10 6 7 . 9 10 6 8 . 6 7 10 6 9 . 1 8" DIP WM EX. 8" DIP WM PROPOSED CL ELEV. EXISTING CL ELEV. EXISTING CL GRADE 82 LF-8" PVC @ 0.40% MH-03 RE=1070.97 IE=1062.25 (E) IE=1062.15 (W) MH-05 RE=1071.79 IE=1063.09 (E) IE=1062.99 (W) PROPOSED CL GRADE 186 LF-8" PVC @ 0.40% 36" RCP 12" RCP 12" STM SWR 12" RCP N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 U T 0 1 . D W G 17 7 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SANITARY SEWER & WATERMAIN PLAN & PROFILEADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER 07/18/25 CLC PARTNERS 07/18/25 PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. BLOCK 2 0+42 1062.7 WYE STA.INV. @ ESMT.C.S. ELEV. SOUTH SERVICE INFORMATION 2 0+66 1062.7 2 0+09 1062.8 2 1+12 1063.2 2 1+31 1063.3 1071.5 1071.6 1071.5 1072.0 1072.1 2 1+53 1063.4 1072.3 LANIGAN AVENUE SAN EXISTING PROPOSED SANITARY SEWER STO STORM SEWER WAT WATER MAIN EASEMENT LINE PROPERTY LINE WAT HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) GAS GASGAS PUG UNDERGROUND ELECTRICPUG POH OVERHEAD ELECTRICPOH FM FM SANITARY SEWER FORCE MAIN CURB AND GUTTER UTILITY LEGEND S DT LEGEND SANITARY SEWER SERVICE WYE LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ EASEMENT LINE DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER - INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON DEEP VALVES. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. GENERAL NOTES XXX.X ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S E DUPLEX (60' x 55') FFE=1073.00 1 2 3 4 PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 S OCS-101 (48" Ø) RE=1067.75 IE=1065.00 (E) IE=1065.77 (NW) SUMP=1063.00 FES-100 FES-102 CBMH-109 CBMH-108 FES-107 FES-301 FES-300 CBMH-106 CBMH-105 STMH-104 FES-103 FES-200 FES-201 1055 1060 1065 1070 1075 1080 1055 1060 1065 1070 1075 1080 0 1 2 3 4 4 34 LF-12" RCP @ 0.50% 139 LF-12" RCP @ 0.47% 175 LF-15" RCP @ 0.33% CBMH-106 (27" Ø) RE=1070.34 IE=1067.40 (S) CBMH-105 (48" Ø) RE=1070.39 IE=1067.23 (N) IE=1067.23 (E) STMH-104 (48" Ø) RE=1071.68 IE=1066.58 (W) IE=1066.58 (S) IE = 1066.00 1055 1060 1065 1070 1075 1080 1055 1060 1065 1070 1075 1080 0 1 2 3 4 34 LF-12" RCP @ 0.45% 209 LF-18" RCP @ 0.28% CBMH-109 (27" Ø) RE=1069.73 IE=1066.74 (S) CBMH-108 (48" Ø) RE=1069.76 IE=1066.59 (N) IE=1066.59 (SW) EXISTING CL GRADE PROPOSED CL GRADE IE = 1066.00 1055 1060 1065 1070 1075 1080 1055 1060 1065 1070 1075 1080 0 1 2 3 3 157 LF-18" RCP @ 0.49% 49 LF-1 2 " R C P @ 2.03 % OCS-101 (48" Ø) RE=1067.75 IE=1065.00 (E) IE=1065.77 (NW) IE = 1065.00 IE = 1064.00 1055 1060 1065 1070 1075 1080 1055 1060 1065 1070 1075 1080 0 1 2 82 LF-36" RCP @ 0.16% IE = 1064.89 IE = 1065.02 1055 1060 1065 1070 1075 1080 1055 1060 1065 1070 1075 1080 0 1 2 2 150 LF-12" CMP @ 0.77% IE = 1066.26 IE = 1067.00 N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S T 0 1 . D W G 17 8 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 STORM SEWER PLAN & PROFILEADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. STORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG POH POH S DT 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2023 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2020 EDITION AND SUPPLEMENTAL SPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES PO H PO H PO H PO H PO H PO H PO H SAN SAN SAN S S GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G DUPLEX (60' x 55') FFE=1073.00 1073.00 1SOG 1073.20 2SOG 1073.20 3 SOG 1072.7 0 4 SOG DUPLEX (60' x 55') FFE=1073.00 S S 0 1 2 3 4 5 6 34.00' F - F 18.00' 16.00' 60.00' R.O.W. B618 CURB & GUTTER ADJUST MANHOLE (TYP.) ADJUST GATE VALVE (TYP.) 1050 1055 1060 1065 1070 1075 1080 1085 1090 1050 1055 1060 1065 1070 1075 1080 1085 1090 0 1 2 3 4 5 6 7 8 8 -2.61 % 0.69% 0.50% PV I S T A = 0 + 4 8 . 2 7 PV I E L E V = 1 0 6 9 . 7 1 PV I S T A = 1 + 1 2 . 6 3 PV I E L E V = 1 0 7 0 . 1 5 PV I S T A = 6 + 8 0 . 2 8 PV I E L E V = 1 0 6 7 . 8 8 H.P ELEV = 1071.96 H.P. STA = 4+82.20 PVI STA = 5+16.13 PVI ELEV = 1072.17 A.D. = -3.11% K = 32.13 100.00' VC PV C = 4 + 6 6 . 1 3 EL E V = 1 0 7 1 . 9 2 PV T = 5 + 6 6 . 1 3 EL E V = 1 0 7 0 . 8 6 10 6 9 . 7 10 6 9 . 7 2 10 7 0 . 0 10 7 0 . 0 6 10 6 9 . 9 10 7 0 . 3 4 10 6 6 . 7 10 7 0 . 5 9 10 6 4 . 8 10 7 0 . 8 4 10 6 5 . 4 10 7 1 . 0 9 10 6 5 . 3 10 7 1 . 3 4 10 6 8 . 3 10 7 1 . 5 9 10 6 9 . 5 10 7 1 . 8 4 10 6 9 . 8 10 7 1 . 9 1 10 7 0 . 1 10 7 1 . 2 4 10 6 9 . 4 10 6 9 . 9 8 10 6 7 . 9 10 6 8 . 6 7 10 6 9 . 1 PROPOSED CL ELEV. EXISTING CL ELEV. EXISTING CL GRADE PROPOSED CL GRADE N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S P 0 2 . D W G 17 9 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 STREET PLAN & PROFILE ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000001' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. PROPERTY LINE CURB AND GUTTER RIDGE LINE SAW CUT PAVEMENT TIP OUT CURB AND GUTTER SPOT ELEVATION FLOW DIRECTION EXISTING PROPOSED BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK LIGHT POLE HYDRANT STORM SEWER CATCH BASIN SANITARY SEWER MANHOLE PAVING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 3.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 4.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 5.ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 6.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 7.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 8.SEE SOILS REPORT FOR PAVEMENT THICKNESS AND HOLD DOWNS. 9.ALL MANHOLE CASTINGS AND CATCH BASINS SHALL BE SUMPED 0.05' IN PAVED AREAS AND 0.15' IN GUTTERS. RIM ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS. PAVING NOTES S 0.00% 900.00 900.00 ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S LANIG A N A V E N U E SW JA D E R O A D ( F U T U R E ) COUN T Y R O A D N O . 1 2 1 APPROXIMATE LOCATION OF OVERHEAD POWER LINE EASEMENT (NEED TITLE WORK TO VERIFY) CULVERT INV.= 1064.48 CULVERT INV.= 1064.36 BENCHMARK: TNH = 1073.54 INV.= 1060.53 INV.= 1061.18 EDGE OF WATER EDGE OF WATER EDGE OF WATER GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G SW1/4 SEC.15 , T . 1 2 4 , R . 2 9 E 106 710 6 7 10 6 8 10 6 5 10 6 6 1 0 6 6 1067 1070 10 6 8 1 0 6 9 1071 1070 1067 10681069 1071 1071 106 5 106 6 106 6 106 6 106 7 106 7 106 7 106 8 106 5 106 6 106 7 106 8 10 7 0 10 6 8 1068 1068 10 6 9 106 9 10 6 9 SF SF SF SF SF SF SF SF SF SF SF S F SF SF SFSFSFS F SF SF SF SF S F S F S F SFSF SF SF SFSFSF SFSFSF SF SF S F S F S F SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ROCK CONSTRUCTION ENTRANCE N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 E C 0 1 . D W G 17 10 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 INITIAL EROSION CONTROL PLANADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 10 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000001' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. EROSION CONTROL NOTES 1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE: 3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR 3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR 3.3.SILT FENCE AND FIBER LOGS; OR 3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OF THE SURFACE WATER. 5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR SF CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) EROSION CONTROL LEGEND STO WAT SAN SB-19SB-19 E.O.F. HEAVY DUTY SILT FENCEHDSF 982 980 982 980 E.O.F. 1068.50 106 710 6 7 10 6 8 10 6 5 10 6 6 1 0 6 6 1067 1070 10 6 8 1 0 6 9 1071 1070 1067 10681069 1071 1071 106 5 106 6 106 6 106 6 106 7 106 7 106 7 106 8 106 5 106 6 106 7 106 8 10 7 0 10 6 8 1068 1068 10 6 9 106 9 10 6 9 1065 1070 1066 106 7 1068 106 9 107 1 1072 1070 1067 1068 1069 1071 1072 1 0 7 0 10 6 8 1 0 6 9 107 1 106 5 10 7 0 106 6 106 8 10 6 9 10 7 1 10 7 2 1065 1070 1062 1063 1064 1066 1067 1068 1069 10 6 8 10 7 0 10 6 9 1071 1072 1073 1068 1069 1066 10 6 7 1068 1069 107010681069 1070 106710681069 1067 ST O PO H PO H PO H PO H PO H PO H PO H PO H PO H TUG TUG TUG TUG TUG TUG TUG PUG PUG PUG PUG P U G PUG PUG FO FO FO FO FO SAN SAN SAN S S LANIG A N A V E N U E SW JA D E R O A D ( F U T U R E ) COUN T Y R O A D N O . 1 2 1 APPROXIMATE LOCATION OF OVERHEAD POWER LINE EASEMENT (NEED TITLE WORK TO VERIFY) CULVERT INV.= 1064.48 CULVERT INV.= 1064.36 BENCHMARK: TNH = 1073.54 INV.= 1060.53 INV.= 1061.18 EDGE OF WATER EDGE OF WATER EDGE OF WATER GARY BARRETT (PID 84.53494.0235) WILLIAM CECILIA RINER (PID 84.53494.0234) CUSTOM DREAM HOMES LLC (PID 84.53494.0241) CLC PARTNERS LLC (PID 84.53494.0242) CLC PARTNERS LLC (PID 84.53494.0273) CLC PARTNERS LLC (PID 84.53494.0273) 7 BLOCK 1 6 7 6 BLOCK 2 RIVERS BEND PLAT 3 RIVERS BEND OUTLOT G OUTLOT G OUTLOT G SW1/4 SEC.15 , T . 1 2 4 , R . 2 9 E DUPLEX (60' x 55') FFE=1073.00 1073.0 0 1SOG 1073.2 0 2SOG 1073.20 3 SOG 1072.7 0 4 SOG PROPOSED WET POND (203P) DUPLEX (60' x 55') FFE=1073.00 SF SF SF SF SF SF SF SF SF SF SF S F SF SF SFSFSFS F SF SF SF SF S F S F S F SFSF SF SF SFSFSF SFSFSF SF SF S F S F S F SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ROCK CONSTRUCTION ENTRANCE S S N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 E C 0 2 . D W G 17 11 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 FINAL EROSION CONTROL PLANADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 11 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS PRELIMINARY PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50.000001' 10' OR 5' 0'50'100'150' . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. EROSION CONTROL NOTES 1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE: 3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR 3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR 3.3.SILT FENCE AND FIBER LOGS; OR 3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OF THE SURFACE WATER. 5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) EROSION CONTROL LEGEND STO WAT SAN GL SB-19SB-19 E.O.F. HEAVY DUTY SILT FENCEHDSF 982 980 982 980 WETLAND WATERCOARSE WETLAND BUFFER LINE EXISTING BASIN LINE RIPRAP N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S W P P P 0 1 . D W G 17 12 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SWPPP NARRATIVE ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 12 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ########## ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE: JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE. THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT PROJECT NAME. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND EROSION CONTROL PLAN PREPARED FOR PROJECT NAME SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR PROJECT NAME IN CITY, STATE. THE SITE IS LOCATED IN THE (DESCRIBE GENERAL LOCATION OF SITE; I.E. INTERSECTION QUADRANT). PROJECT CONTACT INFORMATION OWNER/DEVELOPER:CONTRACTOR: CONTACT NAME CONTACT NAME COMPANY NAME COMPANY NAME ADDRESS ADDRESS ADDRESS ADDRESS CONTACT NUMBER CONTACT NUMBER CONTACT E-MAIL CONTACT E-MAIL IDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER: CONTACT NAME COMPANY NAME ADDRESS ADDRESS CONTACT NUMBER CONTACT E-MAIL TRAINING COURSE/ENTITY EXPIRATION DATE OWNER/OPERATOR RESPONSIBILITIES OWNER -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) -COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT -SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) -SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE -SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION -IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. -IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP AND CONDUCT INSPECTIONS OPERATOR -COMPLETION OF AN ACCURATE NOI WITH THE OWNER -COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090) -KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC) -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY XX.XX ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, ......... PROJECT AREA = DISTURBED AREA = EXISTING IMPERVIOUS AREA = PROPOSED IMPERVIOUS AREA = PRE-DEVELOPMENT SITE CONDITIONS (DESCRIBE THE EXISTING SITE VEGETATION AND SOILS, EXISTING DRAINAGE AREAS, STORM WATER MANAGEMENT SYSTEM AND ULTIMATE STORM WATER DISCHARGE LOCATION/WATER BODY, AND DESCRIBE ANY EXISTING SOURCES OF CONTAMINATION / POTENTIAL STORMWATER POLLUTANTS FOUND PREDEVELOPMENT SUCH AS CONTAMINATED SOILS, MATERIALS, ETC. AND MITIGATION NEEDED.) SOIL TYPES THE SITE CONTAINS (DESCRIBE EXISTING SOIL TYPES) (DOES THE SITE CONTAIN ERODIBLE SOILS?) REFER TO GEOTECHNICAL REPORT DATED XX/XX/XXXX COMPLETED BY XXXXXXXX. POST-DEVELOPMENT SITE CONDITIONS (DESCRIBE PROPOSED SITE DEVELOPMENT/IMPROVEMENTS, SITE VEGETATION AND SOILS, PROPOSED DRAINAGE AREAS, PERMANENT STORM WATER MANAGEMENT SYSTEM AND ULTIMATE STORM WATER DISCHARGE LOCATION/WATER BODY) STORM WATER MANAGEMENT PLAN THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF (DESCRIBE TEMPORARY BASIN LOCATION, CALCULATIONS, REQUIRED STORAGE, STORAGE PROVIDED AND MAXIMUM DISCHARGE RATE. ANY DEWATERING AND PUMPED DISCHARGES WHICH MAY BE NEEDED AND HOW PRETREATMENT AND DISCHARGE CONTROLS WILL BE IMPLEMENTED) THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF (DESCRIBE THE PERMANENT STORM WATER MANAGEMENT PLAN (I.E. WET SEDIMENTATION BASIN, INFILTRATION/FILTRATION, GRASS SWALES, REGIONAL PONDS) AND IDENTIFY THE PERSON OR PARTY RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM / INCLUDE CONTACT INFORMATION) REFER TO THE PROJECT NAME STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS. THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: CONSTRUCTION SEQUENCE THE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN. 2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE. 3. CLEAR AND GRUB SITE. 4. STRIP AND STOCKPILE TOPSOIL. 5. ROUGH GRADE OF SITE. 6. STABILIZE DENUDED AREAS AND STOCKPILES. 7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES. 8. INSTALL INLET PROTECTION AROUND CATCH BASINS. 9. INSTALL STREET SECTION. 10. INSTALL CURB AND GUTTER. 11. INSTALL PAVEMENT. 12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) 13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH. 14. REMOVE ACCUMULATED SEDIMENT. 15. FINAL GRADE. 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. · PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. · DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 OR 14 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 OR 14 DAYS. 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT. · INLET SEDIMENT CONTROL BMP REMOVAL IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL. · UPON COMPLETION OF CONSTRUCTION ACTIVITIES PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE : 1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINAL STABILIZATION. 2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY. 4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED. PERMANENT VEGETATION ESTABLISHMENT (DESCRIBE THE PERMANENT TURF TO BE ESTABLISHED - I.E. SOD, SEED AND MULCH, NATIVE PLANTINGS, TREES AND SHRUBS, LANDSCAPE MULCH...) PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS CONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLAN INSPECTION SCHEDULE - IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES. - INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS. - INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS). - SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING. SCOPE OF INSPECTION SHALL INCLUDE: 1. RECORD DATE AND TIME OF INSPECTION 2. NAME OF PERSON(S) CONDUCTING INSPECTION 3. FINDINGS OF THE INSPECTION 4. LOCATION AND CORRECTIVE ACTIONS NEEDED 5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM) 6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE) 7. OBSERVED DISCHARGES LOCATIONS 8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN) 9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS. 10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS. 11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW. 2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW. 3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT. 4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATION TO 1 2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS. 5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY. 6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS - SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETY OR PREVENT WASHING FROM FORECASTED RAINS. TERMINATION OF COVERAGE THE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS: 1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATION FORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR: 2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS, LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR: 3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET: 3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND 3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITH VEGETATION OR NON-VEGETATIVE COVER; AND 3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND 3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7. 4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL. WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTS HAVE BEEN MET. SWPPP BMP QUANTITIES SILT FENCE XX LF BIO-ROLL XX LF INLET PROTECTION XX EACH CULVERT PROTECTION XX EACH TEMPORARY SEED MIX (22-111)XX LBS PERMANENT SEED MIX (25-131)XX LBS SOD XX SF MULCH XX TON EROSION CONTROL BLANKET XX SF ROCK CONSTRUCTION ENTRANCE 1 EACH STREET SWEEPING 1 EACH POTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT / DRIP PAN DIESEL FUEL VARIOUS SECONDARY CONTAINMENT / DRIP PAN FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT / DRIP PAN GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OILS/FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT GREASE CONTRACTOR SECONDARY CONTAINMENT / DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE / MORTAR MOBILE MIXER S.C. / WASHOUT AREA RECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITE NAME TYPE IMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITE *LAKE XXX IS IMPAIRED FOR NUTRIENTS, ... N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S W P P P 0 1 . D W G 17 13 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SWPPP NOTES ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 13 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ########## ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. SWPPP NOTES LISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. 1.WORK ADJACENT TO RESIDENTIAL PROPERTIES ·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. ·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD THE PROPERTY BOUNDARY. 2.IMPORTANT VEGETATION ·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. ·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25- FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES. 3.BLUFF PROTECTION ·TREES SHALL BE SELECTIVELY TRIMMED ALONG BLUFFS OR CLEARED TO ALLOW EQUIPMENT TO OPERATE ONLY WITHIN CONSTRUCTION LIMITS SHOWN ON THE PLAN. ·GRUBBING OF ROOTS SHALL BE AVOIDED EXCEPT WHERE NECESSARY TO COMPLETE WORK. ·MACHINE SLICED SILT FENCE OR BIO-ROLLS SHALL BE PLACED AROUND STOCKPILES ON SLOPES NOT ALREADY CONTAINED BY SILT FENCES, AND NO STOCKPILES SHALL BE PLACED WITHIN 30 FEET OF BLUFF EDGE. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·RUNOFF FROM THE TOP OF BLUFFS MAY BE DIRECTED DOWN LONG OR STEEP SLOPES THROUGH SLOPE DRAINS. ·PLASTIC SHEETING MAY BE USED TO PROTECT SMALL, STEEP AREAS OF EXPOSED SOIL. ·FILL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET ACCORDING TO AND AS INDICATED ON THE PLAN. 4.DITCH PROTECTION (TEMPORARY OR PERMANENT) ·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS. ·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. ·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH. ·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS. 5.WORK NEXT TO STREAMS ·NO DISTURBANCE SHALL OCCUR IN IMPAIRED STREAMS OR PROTECTED WATERS. THIS WILL BE ACCOMPLISHED USING TEMPORARY BRIDGING TO SPAN STREAMS FOR ACCESS DURING BRIDGE OR ROADWAY CONSTRUCTION. ALSO, PIERS AND PILING WILL NOT BE PLACED IN THE STREAM. ·CONSTRUCTION ACTIVITIES NEXT TO STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS AREA ANTICIPATED TO BE LOW. ·GRUBBING OF ROOTS SHALL BE KEPT TO A MINIMUM. ·A 4-FOOT WIDE BUFFER OF VEGETATION SHALL BE LEFT ON STREAM BANKS. ·THE PRIMARY BMP SHALL BE MACHINE SLICED SILT FENCE AND HAY BALES PLACED ALONG THE BUFFER. AS A REDUNDANT BMP, A FLOATING SILT CURTAIN MAY LINE THE CHANNEL BANKS DURING PERIODS OF FLOWING WATER. THE FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS A STREAM. ·SHOULD THE PREVIOUS BMPS PROVE UNSUCCESSFUL, THE SILT FENCE/HAY BALES WILL BE REPLACED BY SANDBAGS, PLYWOOD BARRIERS OR SHEETPILE CUTOFFS AS DIRECTED BY THE OWNER AND TO THE SATISFACTION OF THE ENGINEER. 6.WORK IN STREAMS ·CONSTRUCTION ACTIVITIES IN STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS ARE ANTICIPATED TO BE AT A MINIMUM. ·FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS STREAMS. ·TEMPORARY LOW FLOW DRAINAGE CROSSINGS (FORDS) SHALL BE CONSTRUCTED OF CLEAN STABILIZING MATERIAL SUCH AS ROCK. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·UPON COMPLETION OF WORK THE CROSSING WILL BE REMOVED AND THE STREAM BANKS STABILIZED. STABILIZATION ACTIVITIES WILL COMMENCE WITHIN 24 HOURS OF THE CROSSING BEING REMOVED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·LARGE CULVERTS SHALL BE CONSTRUCTED UNDER DRY CONDITIONS. ·IF THERE IS FLOWING WATER DURING CONSTRUCTION THE FLOW MAY BE DIVERTED AROUND THE WORK SITE IN A STABLE MANNER USING SANDBAGS AND PLASTIC SHEETING, PLYWOOD, OR SIMILAR METHODS. ·IF A BYPASS CHANNEL IS NECESSARY, IT WILL BE STABILIZED WITH RIPRAP OR PLASTIC SHEETING BEFORE DIVERTING THE STREAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·IF DEWATERING OF CONTAMINATED WATER FROM EXCAVATION IS NEEDED, THE CONTAMINATED WATER SHALL BE PUMPED TO A TEMPORARY SEDIMENT BASIN. 7.WORK NEXT TO WETLANDS ·PRESERVE A 50' (100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENT AREAS. ·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN. 8.WORK IN WETLANDS ·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCK MAY BE USED. ·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THE CONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS, FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS. ·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS. ·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL. TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TO WETLANDS. 9.LONG-STEEP CUT/FILL SLOPES ·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS ·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A NEW INCREMENT. ·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING. 10.CULVERT INLET/OUTLET PROTECTION ·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESS VELOCITIES REQUIRE RIPRAP. ·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 11.STORM SEWER INLET PROTECTION ·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. ·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. 12.STORM WATER POND OUTLETS ·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER THE APRON LIP. ·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS. 13.TEMPORARY SEDIMENT BASINS ·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR 5 OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THE BASIN. ·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY AND CONTAINMENT. ·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND, IF NECESSARY. ·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THE POND. ·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. 14.DEEP UTILITIES: WATER AND SANITARY/GAS LINE ·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATED SOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS. ·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. ·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY ·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPON SLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY. 15.STOCKPILES (TEMPORARY AND PERMANENT) ·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES ·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATION OF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. ·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. ·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER 16.CONSTRUCTION DEWATERING ·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS AND MUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. o USE A PORTABLE SEDIMENT TRAP SYSTEM. o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. o USE A FILTER BAG SYSTEM o PUMP TO A TEMPORARY SEDIMENT BASIN. ·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERING WATER BEFORE DISCHARGE. ·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. ·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. ·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND AT LEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TO HOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION. ·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OR OPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION), DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING IS RESUMED. ·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 17.CONSTRUCTION ENTRANCES ·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. ·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. ·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. ·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. ·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. ·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UP TYPE STREET SWEEPER. ·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 18.CONCRETE TRUCK WASHOUT ·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. ·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. ·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. ·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. ·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. ·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. ·IMPERMEABLE LINER SHALL CONSIST OF 10 MIL POLYLINER. ·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 19.VEHICLE MAINTENANCE ·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. ·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. ·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. ·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 20.FUELING ·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. ·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. ·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 21.HAZARDOUS MATERIALS ·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. ·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. ·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. ·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 22.CHEMICAL CONTAINMENT ·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. ·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. ·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. ·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. ·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. ·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. ·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT ·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 23.SOLID WASTE ·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. ·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. ·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. ·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 24.DUST CONTROL ·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A.RAPID STABILIZATION METHODS ON SLOPES B.WATER ON ROADWAYS AND GRADED AREAS C.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED. ·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 25.WINTER STABILIZATION ·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER ·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH ·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING. ·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA. ·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED ·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. ·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION. ·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. 26.NON-STORMWATER DEWATERING ·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED ·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. ·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS. 27.WORK NEAR SPECIAL WATERS ·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. ·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. ·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. ·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS. ·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS" ·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 28.WORK NEAR OR IN IMPAIRED WATERS ·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. ·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. ·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. ·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" ·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 29.WORK IN KARST AREAS ·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS 30.INFILTRATION/FILTRATION AREAS ·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. ·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED. ·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA. ·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA. ·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA. ·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE FINAL GRADED AND STABILIZED N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 S W P P P 0 1 . D W G 17 14 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 SWPPP MAPS ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 14 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ########## ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. SWPPP AMENDMENTS THIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR: 1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OF POLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER. 2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALS INDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS. 3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THE MN R1000011 CONSTRUCTION GENERAL PERMIT. 4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FOR TMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS. 5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT. AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP; THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL. PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGES SUMMARIZED BELOW. AMENDMENT NO. VICINITY MAP/IMPAIRED WATERS MAP WEB SOIL SURVEY MAP SOIL MAP UNIT SYMBOL LEGEND INFEASIBILITY DETERMINATION (ITEMS 5.13, 5.14 AND 5.15) TEMPORARY SEDIMENT BASIN IF PERMITTEE DETERMINES A TEMPORARY SEDIMENT BASIN TO MEET SECTION 14 IS INFEASIBLE, DOCUMENT THIS DETERMINATION; PERMITTEES TO CONSIDER PUBLIC SAFETY, SITE FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON SITE. BUFFER ZONE AS DESCRIBED IN PERMIT ITEMS 9.17 AND 23.11 DATE REASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENT REQUESTED BY PREPARED BY N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 D T 0 1 . D W G 17 15 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 DETAILS ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. A A LAST REVISED: 08/15/17BEAVERTAIL CURB SI31 PERSPECTIVE SECTION A-A NO SCALE NO SCALE B6 STYLE CURB SEE DETAIL SI01 BEAVERTAIL 3' 12 ' M I N . 15' MIN. VARIES LAST REVISED: 08/15/17CONCRETE WASHOUT AREA GD08 A A NOTES: 1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. 2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER. 3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. ROAD ACCESS EARTH BERM MULCH & SEED SILT FENCE CONCRETE WASHOUT SIGN IMPERMEABLE LINER SILT FENCE 1.5' MIN. SECTION A-A LAST REVISED: 08/15/17 GD09 2 MAXIMUM 1 SL O P E NOTES: 1.GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE. 2.USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER. 3.USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER. 25' 6" MIN. TEMPORARY CONTOUR FURROWS SURFACE ROUGHENING FOR ALL SLOPES GREATER THAN 4:1 SLOPE TRACKING VA R I E S LAST REVISED: 08/15/17TYPICAL LOT GD25 INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPARED TO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTED DESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER. G 98 0 . 6 98 9 . 6 98 0 . 0 983.0 SAG 98 9 . 2 991.0 DR I V E W A Y LOT CORNER ELEVATION CUSTOM SOG = SLAB ON GRADE UNIT. WO = FULL BASEMENT WALKOUT, GRADED FOR 8.4' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR. R = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. R(1) = RAMBLER, GRADED FOR 7.0' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR. DRAINAGE ARROW LOT NUMBER MINIMUM BASEMENT FLOOR ELEVATION REAR GROUND GRADE AT WALKOUT/LOOKOUT (0.7' BELOW BASEMENT FLOOR ELEVATION FOR WALKOUT) FRONT GROUND GRADE AT GARAGE DOOR NOTE: 1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8". 983.0 99 TYPICAL STREET SECTION SI26 LAST REVISED: 08/15/17 2% SLOPE 30' R/W 16'12' DRAINAGE & UTILITY EASEMENT 2% SLOPE 30' R/W 18'12' DRAINAGE & UTILITY EASEMENT 60' R/W 2 ROLLS OF SOD AT BACK OF CURB (TYP.) 1-1/2" MnDOT SPEC. 2360 SPWEA240C WEARING COURSE 2-1/2" MnDOT SPEC. 2360 SPNWB230C BASE COURSE 8" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE 36" MnDOT SPEC 3149.2B GRANULAR BORROWB618 CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS 2 % SLOPE2% SLOPE CL MNDOT SPEC. 2357 BITUMINOUS TACK COAT GEOTEXTILE FABRIC TYPICAL STREET SECTION 6' PARKING 12' DRIVE LANE 12' DRIVE LANE 4' PEDESTRIAN COMPACTED SUBGRADE 5" MINIMUM TOPSOIL IN ROW (TYP.) 1:1 1/2 : 1 6" DRAINTILE (TYP) (SEE DETAIL ST07) 1' (MIN.)1:11 / 2 : 1 1' (MIN.) NOTES: 1.PRIOR TO PLACEMENT OF PAVEMENT, A PROOF ROLL SHALL BE PERFORMED ON THE SUBGRADE AND BASE, ACCORDING TO THE PROJECT SPECIFICATIONS. DEFICIENT AREAS SHALL BE MITIGATED. N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 D T 0 1 . D W G 17 16 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 DETAILS ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. N: \ 0 0 7 0 0 7 1 . 0 0 \ D W G \ C I V I L \ 0 0 7 0 0 7 1 . 0 0 D T 0 1 . D W G 17 17 PROJECT NUMBER: 0070071.00 ST. JOSEPH, MINNESOTA 07/18/25 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . RIVER'S BEND PLAT 5 DETAILS ADDRESS ST. JOSEPH, MINNESOTA RI V E R ' S B E N D P L A T 5 XX/XX/XX 5483207/18/25 JOHN BLENKER CLC PARTNERS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## . . . . . . . . . . westwoodps.com Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Westwood Professional Services, Inc. 3" LAST REVISED: 08/10/17 ST07 DRAINTILE NOTES: 1.CENTERLINE OF DRAINTILE TO BE AT OR BELOW BOTTOM OF SUBBASE 2.OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. GRADE TO DRAIN 6" PERFORATED PVC, OR DUAL WALL SMOOTH INTERIOR CORRUGATED PE PIPE. NOTCH SUB-GRADE FOR PIPE PLACEMENT COURSE FILTER AGGREGATE MnDOT 3149.2H VA R I E S P E R PA V E M E N T S E C T I O N d d/2 d/2 d/2 GEOTEXTILE FABRIC-TYPE V (MnDOT 3733) LAST REVISED: 08/15/17 SI50 TYPICAL CURB CUT SECTION AT DRIVEWAYS 3'20'3' TRANSITION TO B618 CURB B618 CURB 12' B618 CURB C/ L D R I V E W A Y SE T B A C K L I N E PR O P E R T Y L I N E 3 NOTES: 1.VERIFY DRIVEWAY LOCATION WITH DEVELOPER 2.VERIFY MAXIMUM DRIVEWAY WIDTH WITH CITY 3.LOCATION SHOWN TYPICAL FOR GARAGE RIGHT ON TANGENT OF THE ROAD X' TRANSITION TO B618 CURB LAST REVISED: 08/15/17POND ACCESS DRIVE SI54 4" TOPSOIL 6" GRANULAR MATERIAL Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 2351 Connecticut Avenue, Suite 300, Sartell, MN 56377-2485 320.229.4300 | 800.572.0617 | 888.908.8166 fax SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Nate Keller, Community Development Director FROM: Randy Sabart, PE (Lic. MN) Bryce Johnson, PE Trent Imdieke, PE DATE: August 6, 2025 RE: River's Bend Plat 5 Subdvision Civil Site Plan Review SEH No. STJOE GEN G244 We reviewed the Civil hydrology report and the Preliminary site Civil plans dated July 18, 2025, from Westwood Professional Services, Inc. and have the following comments: Site Civil Drawings and Plats 1. A geotechnical report was not received as part of the submittal. We would recommend that a geotechnical report be submitted that includes sampling/testing for corrosion potential and protection of the water main infrastructure amongst the other geotechnical recommendations for pipe bedding, dewatering, pavement construction. The preliminary pavement structural section is consistent with the one previously constructed in River’s Bend Plat 4. 2. Confirm recency of the wetland delineation. 3. The proposed right of way for the extension of Jade Rd is not proposed to be dedicated based on the submittal. It is recommended that the right of way for Jade Road (for the limits of the proposed subdivision) be dedicated at this time. The City shall also establish expectations for the timing of construction for Jade Road as a planned minor arterial (120-feet wide min. dedication for urban divided road per City’s Transportation Plan). 4. The original 2005 development planning for the subdivision considered the intersection of Lannigan Way to Jade Road approximately 460 feet away from College Ave (CR 121). This intersection spacing distance roughly accommodated minimum turn lane lengths (typically 480 feet long) on Jade Road at College Avenue. The proposed lot configuration has shortened the intersection spacing distance to approximately 350 feet away from College Ave, and the available distance to establish turn lane lengths/capacity. It’s also noted that the 2005 layout considered developing future full intersection access at Jade Rd with a street continuing to the southeast. If the 2005 development plan is followed in the future, it’s noted it may result in offset intersections prohibited in the ordinance (Ord. 540, Section 540.15, Subd 3.s). Considering Lanigan Way’s proposed proximity to College Ave, access at Jade Rd should be limited to right-in/right-out access (ie median controlled) to help mitigate future operational and safety issues on Jade Rd. 5. The proposed typical pavement section width continues the same street section from earlier phases: two 12-foot wide through lanes, 6-foot parking lane on the north side, and a 4-foot shoulder (pedestrian aisle) on the south side. No sidewalk is planned. It’s understood no-parking restrictions will be implemented on the south side of the street. 6. The site plan illustrates 20-foot-wide wetland boundary setbacks. Ordinance 502, Section 502.19, Subd. 4a identifies 50 feet. Memorandum August 6, 2025 Page 2 7. Illustrate the following on the proposed signage and lighting plan: 1) street lighting (3 total anticipated at street curves and intersection/turnaround), 2) Stop sign and Street Name Sign Assembly (if Jade Rd constructed), black/red end of road markers, 3) wetland boundary signs, 4) No parking restrictions on south side of the street. 8. Drainage and utility easement widths for the storm sewer pond inlets and outlets shall be a minimum of 20 feet (Ord. 540, Section 540.15, Subd. 5.c) 9. Please label the pond HWL and NWL on the grading plan 10. Clarify the need for three sets of building sewer and water services (as illustrated) for the duplex buildings on the south side of the street. 11. Assuming 400–500-foot hydrant spacing, it’s anticipated that hydrants will be located at the eastern corner of Lot 7 (Plat 3), near the connection point to the existing water main, and the eastern corner of proposed Lot 4. 12. Provide insulation beneath the proposed 36-inch centerline culvert at the sanitary sewer and water main crossings. Insulate beneath storm sewer crossing near CBMH-109. Insulate sanitary sewer main and services where profiles results in less than 8 feet of ground cover. 13. It is recommended that the water main loop on Lanigan Way be completed with this phase by connecting a 12-inch watermain between Lanigan Way and College Ave (CR 121) on Jade Rd. 14. Add notes: 1) Maintain minimum 18-inches of vertical separation between the water main and sanitary sewer, 2) Vertical bends as needed for hydrant leads to adjust to proper depth and plumbness. 15. Provide V-Bio polyethylene wrap on all DIP pipe and fittings (pending other/additional corrosion protection recommendations.) 16. Include/reference the MnDOT standard plan for Culvert Bedding for Rigid Pipe (5-297.441) 17. Confirm accuracy of Sheet 9 Paving Note 4 regarding curb radii. 18. Confirm need for house foundation draintile connection and cleanout structures at the front lot lines for the proposed homes. Add pertinent standard detail plates. 19. The wearing course bituminous mixture design shall be SPWEA230C (3.0% air voids) where the pavement will experience < 0.3millon ESALs. 20. Include current version of street name sign, sanitary pipe/manhole (boot) connection detail plates. Hydrology Report 21. Owners and operators proposing construction activity, including projects less than one acre that are part of a larger common plan of development or sale, need to apply for and obtain coverage under the CSW Permit. The City is required to provide this written notice per MPCA MS4 Permit Item 19.6. 22. Please develop and submit a stormwater BMP maintenance plan. 23. Clarify public vs. private ownership of the storm water pond. Owner must enter into maintenance agreement for the stormwater BMP for a private system. 24. Please complete the SWPPP sheets. 25. Inlet protection missing on FES 200 and OCS 101. 26. Install inlet protection on any offsite existing catch basins that will receive runoff. There is a pair of existing catch basin just west of the site. 27. Energy dissipation missing at FES 200. 28. Consider labeling the double row of silt fence as it may be difficult to see when printed. 29. Hydrocad: Fix discrepancy between pond outlet in HCAD and the plans. a. Plans: 18” culvert upstream invert = 1065.77. b. HCAD: 18” culvert (Device #1) upstream invert = 1066.00. 30. Hydrocad: outlet device #3 (12” Vertical Skimmer Pipe) should also be routed to device #6 but HCAD doesn't allow that. a. To deal with this I normally make this pipe 1 size larger than the outgoing pipe and leave it out of the model, but there are other ways to address this and I’m open to them. Memorandum August 6, 2025 Page 3 31. It looks like the Master Plan HCAD report does in fact include the 2-year event. Please include these in your rate control table. a. It is agreeable to exclude the snowmelt event. 32. Further review/discussion is needed with respect to your approach of taking the MP prorated runoff rate for 304S and adding that to the planned 203P discharge to get the allowable discharge rate. a. Doing so ignores the attenuation provided by the existing wetland (30P). b. For example, what if the percentage was 100%? This approach would suggest you can bypass 30P, reroute all of 304S directly to 20P, and that would be equivalent to what’s modeled in the master plan. This approach would not appear appropriate. c. I would like to discuss this point further to ensure my understanding of your approach. rjs/mrb c: Ryan Wensmann, City of St. Joseph Bryce Johnson, SEH \\sehinc.com\panzura\pzprojects\pt\s\stjoe\common\general numbers\g244 2025 rivers bend plat 5 sudv\1-genl\14-corr\2025.08.06 city site civil plan and hydrology report review.docx 1 RIVERS BEND PLAT 5 FINAL DEVELOPMENT AGREEMENT CITY OF ST. JOSEPH, MINNESOTA THIS AGREEMENT made effective the day of , 2025, by and between the City of St. Joseph, a municipal corporation of the State of Minnesota (the “City”), and CLC Partners, LLC, a Minnesota Limited Liability Company (“Developer”). RECITALS A. The Developer is the owner of certain Real Property located within the City of St. Joseph, Minnesota and legally described on the attached Exhibit A (the “Subject Property”), located within the City of St. Joseph, Minnesota. B. The Developer has requested preliminary and final plat approval to facilitate development of the Subject Property with four (4) single family patio home lots, two (2) duplex lots, and one (1) common area lot. C. The City approved the preliminary plat of the Property known as Rivers Bend Plat 5 on August 18, 2025. D. On August 18, 2025, the City approved the final plat of the Property known as Rivers Bend Plat 5 (the “Plat”), which approval is contingent on the terms and conditions of this Agreement, including the Developer and the City entering into this Agreement. E. The Developer acknowledges that Developer is responsible for all costs incurred by it or the City in conjunction with the development of this Plat, including, but not limited to construction of improvements, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat and improvements therein, unless otherwise provided herein. NOW, THEREFORE, in consideration of the covenants and agreements contained herein, the City and Developer agree as follows: 2 1. PLAT 1.1 Recording. The Developer will record the Plat and this Development Agreement with the County at Developer’s expense within ninety (90) days of final plat approval, and will forward confirmation of the recording of the documents to the City. In the event that technical or clerical revisions are needed in this document or if for any reason the County Recorder deems the Development Agreement unrecordable, the Developer and City will cooperate in the execution or amendment of any revised Development Agreement. If, for any reason, the Plat is not recorded by the County, Developer agrees to hold the City harmless for any costs incurred. It is expressly understood that Developer will have no claim for breach of this Agreement in the event the Plat is not recordable or revisions are required in the Plat. If the Plat is not recorded prior to the assignment of assessments, the Developer shall be responsible for all costs incurred in the dividing of assessments at a later date. An electronic copy of the recorded, final plat shall be submitted to the City Engineer in AutoCAD and Adobe PDF formats. 1.2 Monuments. The Developer will install Plat monuments for the Subject Property within one year after recording the Plat. No Certificate of Occupancy will be issued for the Subject Property in the Plat until the lot monuments have been installed and certified by a registered land surveyor. Monuments will need to be relocated and/or replaced if they become buried or removed during the excavation/development of the property. 1.3 Permits. The Developer shall be responsible for obtaining all permits, approvals, licenses or other documents from any and all necessary governmental agencies, as applicable, (including but not limited to the City, Stearns County, the Pollution Control Agency, the Department of Health, and the Department of Natural Resources, Watershed District, and Northern Natural Gas) so as to enable the development of the Subject Property. 1.4 Right to Proceed. Within the Plat, or within the public rights of way, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: (a) this Agreement has been fully executed by both parties and filed with the County. (b) Developer has deposited all escrows required by this Agreement. 2. IMPROVEMENTS 2.1 The Developer agrees at their expense to construct the improvements itemized below to City standards: (a) Site Grading; (b) Water distribution system including fire hydrants, valves, and appurtenances; (c) Trunk water main including fire hydrants, valves, and appurtenances on the extension of Jade Road between Lanigan Way SE and College Ave (CR121) 3 (d) Sanitary Sewer Collection System; (e) Building Services (with regard to extension of municipal services); (f) Hard surfaced driveways and concrete aprons; (g) Private Utilities: All private utilities, including electric, telephone, cable and natural gas must be installed underground serving the Property; (h) Erosion Control; (i) Storm Water Runoff Treatment and Control on-Site; (j) Permanent turf establishment; (k) Mail boxes per the USPS guidelines; (l) Urban-style streets with concrete curb and gutter, meeting city specifications; (m) Urban-style, minor arterial street with concrete curb and gutter, meeting city specifications, between Lanigan Way SE and College Ave (CR121). (n) Public LED street lighting on all public streets; (o) Pavement markings and signs designating pedestrian walkway, traffic directional and parking, regulatory, and street name signs 2.1 Completion Deadlines. The Developer agrees to proceed with said Improvements entirely at their expense, and to complete said improvements by November 1, 2025, except for final wear course which shall be completed after one annual freeze/thaw cycle by September 15, 2026. Under no circumstances can the final wear course be installed until they are subjected to one annual freeze/thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the developer to reflect the cost increase and the extended completion date. 2.2 Plowing Snow During Winter Carry-over. The Developer shall allow one winter to pass after the bituminous base course has been placed before constructing the bituminous wear course. The wear course will typically be placed near the end of the construction season following winter carry-over. The city will plow those streets necessary for reasonable access to lots where building permits have been issued provided the following conditions have been met: (a) The Developer is current on all requirements in this Developer Agreement. (b) The " as- built" grading plan has been completed and all grading and erosion control items are current. (c) Private utilities have been installed. (d) All sanitary sewer and water main items have been tested and approved. 4 (e) Storm sewer, concrete curb and gutter and bituminous base course have been constructed to project specifications. (f) All signage is in place. (g) All valve box and manhole castings have been set below the surface of the bituminous base course and are accessible (castings will be adjusted with risers before placing the bituminous wear course). Any damage to the curb and gutter or other improvements due to snow plowing operations will be repaired by the Developer before placing the final wear course. The Developer will remove any snowbanks or piles that have accumulated due to snow plowing operations that restrict access to building sites. Snow plowing in new developments will typically be scheduled after other existing streets have been plowed. 2.3 Engineering. The Developer will retain an engineer satisfactory to the City to prepare complete construction Plans and Specifications for The Improvements, and all work related thereto inspected, by the City Engineer, with all costs related thereto paid by the Developer. The Developer shall make his engineer aware of the provisions in this Agreement. The Developer’s engineer shall: (a) Arrange for soil borings in accordance with Exhibit B and/or such other subsurface investigations as the City may require. (b) Prepare construction plans, specifications, and estimate in accordance with Exhibit B. (c) Secure all necessary permits including those required by the Minnesota Pollution Control Agency, the Minnesota Department of Health, the Department of Natural Resources, Stearns County, Sauk River Watershed District, or any other regulatory agency that has jurisdiction. (d) Submit items one (1) through eight (8) on Exhibit C prior to beginning any construction in the development. (e) Complete an Environmental Assessment Phase I, if necessary and any other related environmental documents, reports, or studies as may reasonably be required by the City. (f) Provide all necessary construction staking and related survey work. The finished surface of the street aggregate base shall be blue-topped. (g) Provide construction administrative services on behalf of the Developer, including the following: review shop drawings, coordinate construction staking, monitor permit requirements, monitor site grading and erosion control work designated as developer’s responsibility in Exhibit D, process applications for payment, prepare change orders, monitor completion dates, coordinate field issues with Contractor and Developer, participate in final inspection. Prepare 5 operation and maintenance manuals in accordance with Exhibit B. Submit items nine (9) and ten (10) on Exhibit C in a timely manner during construction. (h) Prepare record drawings. Submit item eleven (11) on Exhibit C to the City Engineer within 30 days of receiving field measurements from the City’s on-site representative. Record drawings shall include locational measurements to all water and sewer mains, manholes, valves, catch basins, and sewer/water services. Developer will submit evidence of site grading, to include conformance of house pad elevations with the grading plan. (i) Prepare Engineer’s Final As-Built Costs. Submit item twelve (12) on Exhibit C to the City Engineer within 30 days of installation of improvements, including a final itemized, as-built, construction costs and quantities for street, storm water, sanitary sewer and watermain improvements. (j) Prepare and submit such other documentation as the City may require. 2.4 Performance Security. Prior to the actual construction of the Improvements pledged to be constructed by the Developer, then in that event, the Developer shall post with the City a bond, irrevocable letter of credit or dedicated escrow account satisfactory to the City (the "Security") in the estimated amount of 1.25 times the Engineer's Estimate of the likely costs of such improvements, conditioned upon the faithful construction of the improvements according to the Plans and Specifications, and final approval of the City Engineer, and the terms of this Development Agreement. As the improvements are partially completed, the Developer may request the City to release a portion of the Security representing the cost of the completed improvements as determined by the City Engineer, but at all times there shall be Security in an amount of at least 125% of the estimated cost of the unfinished improvements. If the construction contracts are under the control of one Prime Contractor, the Prime Contractor may provide the performance security required by this section. 2.5 Labor and Materialman's Bond. Upon execution of this Agreement, the Developer shall also provide the City with a labor and materialman's bond, guaranteeing the payment of all workmen performing labor or services, and all supplies or materialmen providing materials for the Improvements. This bond shall not be released until the Developer has provided the City Engineer with proof of payment of all laborers and materialmen in the form of release, signed receipts, or lien waivers. If the Developer contracts with a single Prime Contractor, and all construction contracts are under control of the Prime Contractor, the Prime Contractor may provide the laborer and materialmen bond required by this section as long as the Prime Contractor agrees to waive any lien rights for the labor and/or material provided by the Prime Contractor. 2.6 Warranty Bond. The Developer shall fully and faithfully comply with all the terms of any and all Contracts entered into by the Developer for the installation and construction of all The Improvements and hereby warrants and guarantees the workmanship and materials for a period of two years following the City's final acceptance of the Improvements. In addition to the Security required, the Developer hereby warrants and shall post a warranty bond, warranting the condition of the materials and workmanship of the improvements for a period of two years following the City's final acceptance of the Improvements. If any claims are made in writing within the warranty period, the bond shall not be released until such claims are resolved. 6 2.7 Completion Date and Inspection. The work the Developer is to perform under this Agreement must be done and performed by Developer in a good and workmanlike manner and completed by the date set in this Agreement. The storm sewer, water and sewer mains, roadways, and all other improvements called for in the Plans and Specifications will be subject to the inspection and approval of the City and the City Engineer, and in case any material or labor supplied shall be rejected by the City or the City Engineer, as defective or unsuitable, then such rejected material or labor shall be removed and replaced with approved material or labor, to the satisfaction and approval of the City, entirely at the cost and expense of the Developer. 2.8 Damage to City Infrastructure. Developer shall promptly repair, at the Developer’s expense, any damage to the City’s existing infrastructure. Repairs shall be to original condition or better. 2.9 Dedication of Public Improvements. Developer will dedicate to the City, after their completion, all water mains, sanitary sewer mains, storm sewer mains, storm water treatment ponds, bituminous streets, concrete curb and gutter, street signs, street lighting and other structures located in the right-of-ways in the Plat shown in the Plans and Specifications. Developer will provide to the City any and all necessary easements and/or dedications or deeding to ensure that the City has the ability to maintain, repair, replace or modify the roadways, sewer and water mains, storm sewers, and holding and sedimentation ponds and other public improvements in the Plat 3. ADDITIONAL CONDITIONS OF APPROVAL The Developer agrees with the following conditions: A. All city engineering issues are resolved. B. The Plat meets all the requirements under the R-4 District Ordinance, including but not limited to the minimum lot size allowed. C. The Plat must meet the City’s Wetland Ordinance, including but not limited to the buildings meeting the fifty (50) feet setback from the delineated wetland. D. That the applicant will verify ownership and maintenance of Block 2, Lot 3 (common area) which will be reviewed and approved by the city attorney. E. That Lanigan Ave. SW will be renamed to Lanigan Way SE. F. Dedicate right-of-way to the city for 12th Ave. S (aka Jade Road). G. A development agreement will be executed prior to the recording of the final plat. H. A vacation of the roadway easement for the temporary cul-de-sac will be completed under the terms of the development agreement of Rivers Bend Plat 3. I. Lanigan Way SE shall be thirty-four (34) feet wide to accommodate pedestrian and bicycle traffic. There shall be a four (4) foot wide shoulder on the south side of the street reserved with “no parking this side” signage. J. That the Developer will be required to obtain a NPDES Phase II (Construction Storm Water) permit from the MPCA. K. That the City must have an approved grading plan submitted by the Developer for the Property prior to the issuance of a building permit. 4. STORM WATER TREATMENT AREAS AND STORM WATER PIPES 4.1 Cleaning of Stormwater Facilities. At such time as the City determines that construction 7 on the Subject Property has been sufficiently completed so as not to cause significant erosion which will contaminate the storm water treatment areas servicing the Subject Property, the Developer will clean/dredge all storm water treatment areas and storm water pipes on the Subject Property. In the event the treatment areas require cleaning/dredging prior to the completion of all such construction, the City may request that the Developer complete more than one cleaning of the treatment areas. Developer is responsible for all permits relating to cleaning and dredging of treatment areas and pipes, including permits required by the Department of Natural Resources and the Army Corps of Engineers, as applicable. 4.2 Buffer Area Adjacent to Ponds. All storm water ponds servicing the Subject Property, whether such ponds are located on City owned property, easements running in favor of the City, or on private property, must maintain a minimum of an 8-foot natural buffer from the high-water mark. Notwithstanding the above, one access to each pond may be required by the City in a location determined by the City in its sole discretion. 4.3 Maintenance of Stormwater Improvements. Prior to issuance of a building permit, the Developer shall enter into a storm water facility maintenance agreement. The Developer shall be responsible for maintaining the stormwater facilities and for observing all drainage laws governing the operation and maintenance of the stormwater facilities. The Developer shall provide the City with a schedule that is reasonably acceptable to the City for the periodic inspection of the stormwater facilities by the Developer. The Developer shall make all such scheduled inspections, keep records of all inspections and maintenance activities, and submit such records annually to the City upon its request. The cost of all inspections and maintenance, including but not limited to skimming and cleaning the stormwater facilities, shall be the obligation of the Developer and its successors. 4.4 Stormwater Management. Prior to issuing the Certificate of Occupancy, the following must be completed: A. Submittal of as-built record drawings of the stormwater facilities. B. Submittal of post-construction infiltration field-test, if applicable. C. Certification by a qualified engineer or hydrologist verifying the facility has been constructed in accordance with the storm water plans and specifications submitted and approved by the City with the issuance of the building permit. D. Final site inspection by City staff or City representative. 5. EROSION AND LANDSCAPING 5.1 Erosion Control. The Developer shall comply with all requirements of the “General Storm Water Permit for Construction Activity” issued by the Minnesota Pollution Control Agency and with all requirements of the Sauk River Watershed District permit, if applicable, for construction activities and with the tasks on Exhibit D designated as the Developer’s responsibility. In addition, the City may impose additional erosion control requirements if in the opinion of the City Engineer such requirements are necessary to retain soil and prevent siltation of streams, ponds, lakes, or other adjacent properties, or of City utility systems. The Developer shall comply with the erosion control plans and with any such additional instruction it receives from the City. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Seed shall include rye grass or other fast-growing seed to provide a temporary ground cover as 8 rapidly as possible. All seeded areas shall be mulched and disc-anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. 5.2 Hold Harmless Agreement. The Developer acknowledges that its failure to control erosion for its work may cause flooding and/or damage to adjoining property owners. In such event, the Developer agrees to hold the City harmless and indemnify the City from claims of all third parties of the Developer for flooding and/or damages arising out of such failure. Further, after giving five (5) days advanced notice to Developer and Developer does not comply within said five (5) days the City may undertake any corrective actions to prevent or minimize any such flooding and/or damage, the Developer agrees to hold the City harmless and indemnify the City from claims of all third parties for damages arising out of said corrective action by the City, and agrees to reimburse the City for all out of pocket expenses incurred by the City arising out of the corrective action including, but not limited to any costs necessary to re-landscape disrupted soils located with the Plat. 5.3 Site Grading. Site grading shall meet all the requirements set forth in the City’s Development Manual, and in the General Storm Water Permit for construction. When the site grading has been completed: A. The Developer shall verify by field survey that the site grading has been completed in accordance with the city approved grading plan. The Developer shall submit the record site grading plan to the City for approval prior to the issuance of the Certificate of Occupancy. B. Elevations shall be taken on all lot corners, all building pads, and on drainage breaks, ponding sites, ditches, and swales. Arrows shall show how the lot is to drain. C. No permanent material stockpile of any sort will be permitted on the Subject Property. Temporary stockpiles shall be placed outside of the public right of ways and easements, and shall be limited to suitable grading and construction materials generated from within the Subject Property and for use in the grading of the present Project. Excess materials not reserved for the present development, as defined by the City accepted grading plan, shall be removed from the site. Temporary stockpiles shall be limited to a maximum of twelve (12) feet in height and for a duration not to exceed eighteen (18) months. 6. CITY FEES Trunk Charges. The Plat is subject to the County Road 121 water trunk charges and sewer trunk charges. The Developer acknowledges that the trunk charges will be payable in the following amounts prior to release of the mylars and recording of the final plat. Water Trunk - $1,200 ($150 per unit) Sanitary Sewer Trunk - $1,200 (150 per unit) Park Fees. Park Dedication was fulfilled with the dedication of the park along the Sauk River known as Rivers Bend Park during the final plat of Rivers Bend. No park dedication is due for the Plat. SAC/WAC. The Developer acknowledges that sewer and water access charges will be payable at then current rates at the time building permits are pulled for construction on the Subject Property. The Developer agrees to make buyers of the Subject Property aware that such charges will payable at the time the building permits are issued. 9 Storm Water Development Fees. The Plat is subject to the Storm Water Development fee which is $0.10 per square foot of developable property as determined by the City Engineer based on City Ordinance. Developable property includes the entire development area, excluding wetlands and public street rights-of-way. The Developer shall pay the Storm Water Development Fee prior to the release of the mylars and recording of the final plat. 7. MISCELLANEOUS Representations. The Developer represents, to the best of its knowledge, that the Plat complies with all city, county, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations and permits thereto related. Prior to recording of the Plat, if the City determines that the Plat does not comply, the City may refuse to allow construction work in the Plat until compliance is achieved. Assignment. This Development Agreement cannot be assigned or transferred without the written consent of the City which shall not be unreasonably withheld or delayed. A breach of the terms of this Agreement by the Developer, including the unauthorized assignment or transfer of the Agreement, will be grounds for denial of the issuance of any building permit. Waivers. The rights of the City under this Agreement are in addition to any other rights under statute, ordinance or any other agreement. The action or inaction of the City will not constitute a waiver or amendment under the provisions of this Agreement. To be binding, amendments or waivers will be in writing, signed by the parties and approved by the City Council. The City's failure to promptly take legal action to enforce this Agreement will not be a waiver or release. There is no intent to benefit any third parties and third parties will have no recourse against the City under this Agreement. Reimbursement. The Developer will reimburse the City for all costs incurred by the City in the defense or enforcement of this Agreement, or any portion thereof, including court cost and reasonable engineering and attorneys’ fees. The Developer shall be responsible for the cost of acquiring and installing street signage consistent with that used in other recent developments within the City. To ensure reimbursement of the City’s costs, the Developer shall deposit with the City $5,000. The City will provide the Developer with a detailed statement each month illustrating any cost deducted from the escrow account. In the event the escrow is not sufficient the City will invoice the Developer for the additional costs and payment shall be made within 14 days of the date Developer received the City’s notice of costs. If such reimbursement is not made, the City may place a hold on all construction or other work related to the Subject Property, or refuses the issuance of building permits until all costs are paid in full. License to Enter Land. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and/or inspections deemed appropriate by the City during the development of the Subject Property. Violation of This Agreement. If the Developer fails to perform any of the terms of this Agreement in the manner required by the City, the City shall have grounds for denial of building or occupancy permits for the Subject Property. Agreement Binding. The terms and provision hereof shall be binding upon, and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon 10 all future owners of all or any part of the Subject Property and shall be deemed covenants running with the land. Indemnification. The Developer will have no claim against the City and its officers and employees for damages sustained or costs incurred resulting from plat approval and development undertaken by the Developer. The City and its officers, agents and employees will not be personally liable or responsible in any manner to the Developer, contractor or subcontractors, suppliers, laborers, or to any other person or persons whomsoever, for any claims, demands, damages, actions, or causes of action of any kind or character whatsoever arising out of or by reason of the execution of this Agreement, or the design, performance, and completion of the work and the improvements to be provided by Developer pursuant to this Agreement. The Developer will hold the City harmless from claims by third parties, including but not limited to other property owners, contractors, subcontractors and suppliers, for damages sustained or costs incurred resulting from plat approval and the development of the Property. The Developer agrees to indemnify, defend and hold harmless the City, its agents and employees from any claim, demand, suit, action or other proceeding whatsoever by any person for any loss or damage to property or any injury to or death of any person resulting from any actions by the Developer, or its agents or contractors. Insurance. Until all of Developer’s obligations under this Agreement are fulfilled, the Developer will provide and maintain commercial general liability insurance covering personal injury, including death, and claims for property damage of others which may arise. Limits for commercial general liability claims covering bodily injury, death or third-party property damages will not be less than $500,000 per occurrence and $1,000,000 in aggregate. Limits for property damage will not be less than $500,000 per claim. The City will be named as an additional named insured on said policy and the policy shall provide that it may not be cancelled without 30 days prior written notice to the City except in the event of non-payment of premium which shall not be less than 10 days. The Developer will file a copy of the insurance coverage with the City upon execution of this Agreement. The insurance policy obtained by the Developer is subject to City approval. In the event that the City is held liable to a third party by a court of competent jurisdiction for damages and the insurance obtained by Developer for any reason fails to cover the City, the Developer will be liable under this Agreement for any and all costs incurred or damages claimed against the City. Certificate of Occupancy. The City will not issue the certificate of occupancy for the Subject Property’s building until the building has been connected to sanitary sewer and water, complied with the grading, building and site plans, and the private access driveway for the Subject Property has been constructed with bituminous in accordance with the plans approved by the City with the building permit. Invalidity of Any Section. If any portion, section, subsection, sentence, clause, paragraph or phase of this Agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of this Agreement. 8. DEFAULT ON AGREEMENT Events of Default. The following shall be “Events of Default” under this Agreement and the term “events of default” shall mean, whenever it is used in this Agreement (unless the context otherwise provides) any one or more of the following events: 11 A. Failure by the Developer to observe and substantially perform any covenant, condition, obligation, or agreement on its part to be observed or performed hereunder. B. If the Developer shall admit in writing its inability to pay its debts, generally as they become due, or shall file a petition in bankruptcy, or shall make an assignment for the benefit of its creditors, or shall consent to the appointment of a receiver of itself or of the whole or any substantial part of the Subject Property. C. If the Developer does not pay the assessments due on the Subject Property pursuant to the provisions of Minnesota Statutes Chapter 429. If the Developer fails to cure the Event of Default within ten (10) days of the date of notice sent to Developer by regular first class U.S. mail, Developer agrees that the City is hereby granted the right and privilege to declare any amounts expended by the City then due and payable as liquidated damages in full, and the City may immediately bring legal action against the Developer to collect such sums expended by the City; the Developer shall be personally responsible for payment of such sums; in addition, the City shall have a lien against the Subject Property. In addition to any other remedy provided in this Agreement, and without waiver of any such right, the City may avail itself of any or all of the following remedies: 1. Halt all Plat development work and construction of Improvements. 2. Refuse to issue building permits or occupancy permits until such time as the Event of Default is cured. 3. Apply to a court of competent jurisdiction to enjoin continuation of the Event of Default. 4. Terminate this Agreement by written notice to the Developer. The City acknowledges and agrees that Wells Fargo Affordable Housing Community Development Corporation, a North Carolina corporation, its successors and/or assigns (the “Investor Member”) is being admitted as the investor member of the Developer and that MidCountry Bank (the “Lender”) is making a construction loan to Developer. Notwithstanding anything to the contrary contained in this Agreement, the Investor Member and the Lender shall each have the right, but not the obligation, to cure any default of Developer under this Agreement, and the City agrees to accept cures tendered by the Investor Member and/or the Lender, as follows: (a) with respect to any monetary default under this Agreement, the City shall notify the Investor Member and the Lender in writing of such monetary default, and the Investor Member and/or the Lender shall each have thirty (30) additional days after the receipt of any such notice to cure a breach beyond any applicable cure periods provided to Developer; (b) with respect to any nonmonetary default under this Agreement, the City shall notify the Investor Member and the Lender in writing of such nonmonetary default, and the Investor Member and/or the Lender shall have ninety (90) days after the receipt of any such notice of such nonmonetary default to cure or cause to be cured such nonmonetary default, and if such default is incapable of being cured within such ninety (90) day period, the City shall provide additional time needed to cure such default as long as such cure was commenced within such ninety (90) day period and the Investor Member and/or the Lender is diligently proceeding to cure such default, and (c) if the Investor Member cannot cure any default because the Developer’s managing member is in bankruptcy and/or because the cure requires removal of Developer’s managing member and the Investor Member is proceeding diligently to remove Developer’s managing member in order to effectuate a cure of the default, the cure period shall be extended for such reasonable time as is necessary for the Investor Member to effect a cure of the default. The City agrees that this Agreement will not be considered to be in default until the expiration of all notice and cure periods provided to Developer, the Investor Member and the Lender. Notwithstanding the City’s failure to deliver notice of a default under this Agreement to the Investor Member and the Lender, the City acknowledges and agrees that the Investor Member and/or the Lender is entitled to cure any default under this Agreement within the cure periods 12 provided herein and the City shall accept any cure tendered by the Investor Member and/or the Lender as a cure by Developer if City reasonably determines that such cure tendered by the Investor Member or the Lender addresses the default. Notwithstanding anything to the contrary in this Agreement, the City agrees that is shall not have any right to seek remedies against the Investor Member or the Lender, except to the extent the Investor Member or Lender assumes Developer’s responsibilities under this Agreement. Addresses. The address of the Developer for the purposes of this Development Agreement is: CLC Partners, LLC PO Box 99 St. Joseph, MN 56374 The address of the City for the purposes of this Development Agreement is: City of St. Joseph 75 Callaway St. E St. Joseph, MN 56374 IN WITNESS WHEREOF, the parties have hereunto set their hands. CITY OF ST. JOSEPH _ By: ________________________ Date: _________________________ Adam Scepaniak, Mayor By: ____________________________ David Murphy, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF STEARNS ) The foregoing was acknowledged before me the _____ day of ____________, 2025, by Adam Scepaniak and David Murphy, the Mayor and City Administrator, respectively, of the City of St. Joseph. ___________________________ Notary Public 13 CLC PARTNERS, LLC, DEVELOPER AND LANDOWNER By: ____________________________ Date: _________________________ Kevin Cox, President By: ____________________________ Date: _________________________ Cory Ehlert, Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF STEARNS ) The foregoing was acknowledged before me the _____ day of ____________, 2025, by Kevin Cox and Cory Ehlert, President and Vice President of CLC Partners, LLC, a Minnesota Liability Company, on behalf of the Developer. ___________________________ Notary Public Drafted By: City of St. Joseph, 75 Callaway St. E St. Joseph, MN 56374 14 EXHIBIT A LEGAL DESCRIPTION All that part of Outlot G, RIVERS BEND, Stearns County, Minnesota, according to the recorded plat thereof, described as follows: Beginning at the southeast corner of Lot 7, Block 2, RIVERS BEND PLAT 3, Stearns County, Minnesota, according to the recorded plat thereof; thence North 13 degrees 12 minutes 31 seconds East, on an assumed bearing, along the easterly line of said RIVERS BEND, a distance of 148.06; thence North 17 degrees 10 minutes 55 seconds East, along said easterly line of RIVERS BEND, a distance of 60.14 feet; thence North 13 degrees 12 minutes 31 seconds East, along said easterly line of RIVERS BEND, a distance of 194.43; thence North 80 degrees 49 minutes 25 seconds East; a distance of 489.43 feet; thence South 34 degrees 55 minutes 31 seconds East, a distance of 67.06 feet; thence South 55 degrees 04 minutes 29 seconds West, a distance of 10.45 feet; thence 438.36 feet southerly along a tangential curve, concave to the southeast, having a radius of 600.00 feet and a delta angle of 41 degrees 51 minutes 38 seconds; thence South 13 degrees 12 minutes 51 seconds East, a distance of 120.99 feet, to the northerly right of way of County Road Number 19; thence North 76 degrees 47 minutes 09 seconds West, along said northerly right of way line, a distance of 28.28 feet; thence North 76 degrees 47 minutes 08 seconds East, along said northerly right of way line, a distance of 127.15 feet, to the point of beginning of the tract of land to be described. 15 EXHIBIT B CONSTRUCTION DOCUMENT REQUIREMENTS (1) Soils Analysis Location map showing boring and piezometer locations Soil boring logs R-Values or Soil Factors used for design Structural recommendations for streets and trails (2) Engineer’s Preliminary Estimate and Final As-Built Costs Itemized quantities Unit prices (3) Construction Plans Title sheet with general location map and index Typical Sections for streets, driveways, parking lots, trails, and landscape features Typical Details for sanitary sewer, water main, storm sewer, sedimentation and holding ponds, curb gutter and sidewalk, and erosion control items Complete schedule for sanitary and storm sewer structures Traffic Management Plan showing how construction traffic will be routed from the collector/arterial network to the site, phasing plans, detours, and seasonal load restrictions Grading and Surface Restoration Plan showing excavation/embankment balance, building pad elevations, hold-downs, house types for each pad, spot elevations at lot corners, overflows, and other critical areas, drainage arrows showing how all surface water is intended to drain, provisions for private utility installation, and site access locations Landscape Plan if shrubs, trees, or other plantings are to be provided Erosion Control Plan Striping, Signage, and Street Lighting Plan Plan and profile sheets for streets and storm sewer, with match lines between sheets, including temporary cul-de-sacs between phases, and any turning/bypass lane requirements of Stearns County. Plan and profile sheets for sanitary sewer and water main, with match lines between sheets, showing existing conditions and proposed construction, and showing stations for all stubs and service connections (4) Construction Specifications/Project Manual Advertisement/Invitation for bids Complete bid schedule Basis of award if alternate bids are called for Performance and payment bond forms approved by the City General Conditions Special/supplementary provisions including the following: Contractor’s liability insurance Related work at the site (private utilities, other contractors) Correction period (2-year warranty) Mediation as means for dispute resolution Substantial and final completion dates (allow for holding off on wear course) Ownership/disposition of excess excavation materials Field office Shop drawing and submittals process 16 EXHIBIT B (continued) Laboratory testing requirements including an itemized list of tests to be conducted Soil borings Storm Water Pollution Prevention Plan (SWPPP) including provisions for dewatering (5) Operation and Maintenance Manuals Documents for all mechanical and electrical equipment (6) Record Drawings Final modifications to details and typical sections Final location for all pipes, valves, manholes, catch basins and sewer/water services Final modifications to pipe sizes and materials Final elevations for all pipe and structure inverts 17 EXHIBIT C CONSTRUCTION DOCUMENT SUBMITTAL (1) Soils analysis Two (2) bound copies submitted prior to design (2) Engineer’s Preliminary Estimate Seven (7) copies with plans and specifications (3) Construction Plans Seven (7) reduced scale (11”x17”) copies Two large scale (22”x34”) copies (4) Construction Specifications/Project Manual Seven (7) bound copies (5) Completed Bid Forms Two (2) copies of the actual low bid Two (2) copies of a complete tabulation of all bids submitted (6) Contractor’s Bond and Insurance Two (2) copies of the performance bond Two (2) copies of the payment bond Two (2) copies of the contractor’s insurance certificate Two copies of the executed agreement between contractor and developer (7) Permits Two (2) executed copies of all permits Two (2) executed copies of all storm water permit transfers or modifications Two (2) executed copies of all storm water permit subdivision registrations Two (2) copies of NPDES Transfer or Termination Form (8) Schedule Two (2) copies of contractor’s schedule including updates (9) Shop Drawings and Change Orders Two (2) copies of shop drawings with final revisions Two (2) executed copies of all change orders and/or supplemental agreements (10) Operation and Maintenance Manuals Two (2) sets of bound documents (11) Record Drawings Two (2) reduced scale (11x17) copies One (1) electronic copy in AutoCad or Microstation format (12) Final itemized, as-built, construction costs and quantities for street, storm water, sanitary sewer and watermain improvements. 18 EXHIBIT D EROSION CONTROL PROCESS Task Responsible Party Action By Prepare SWPPP and obtain General Storm-Water Permit from MPCA. Developer (private) or City (public) project. Developer’s Engineer if private project, City Engineer if public project. Establish erosion/sediment control and mass grade the site. Developer (private) or City (public) project. Contractor Place topsoil, seed, mulch except on boulevards and front yard utility easements. Bring transformer pads to grade. Wait for private utilities. Developer (private) or City (public) project. Contractor After curb and gutter is in, install private utilities in easement area. Developer. Private Utility companies. After utilities are in, construct sidewalk. Developer (private) or City (public) project. Contractor Place topsoil, seed, and mulch on remaining disturbed areas. Developer (private) or City (public) project... Contractor Complete “as-built” survey for all site grading for Subject Property. This now becomes the “Development Plan” Developer (private) or City (public) project. Developer’s Engineer if private project, City Engineer if public project. Place silt fence behind curb (or sidewalk) throughout development. Developer (private) or City (public) project. Contractor Set Property Irons. Developer Developer’s Surveyor Transfer permit to Developer when construction is complete. Developer (private) or City (public) project Developer’s Engineer if private project, or City Engineer if public project Submit building permit application. Include site survey. Developer. Contractor Issue building permit. City Building Inspector Construct 24’ wide opening in silt fence at driveway and place rock entrance. Place additional silt fence as necessary to keep soil on lot. Developer. Contractor Maintain silt fence and other erosion/sediment control items. Developer. Contractor Sweep streets as required. Developer Developer, or City if agreement to back charge Developer. Submit certified lot survey showing final structures and lot elevations. Developer. Developer’s Surveyor Issue Certificate of Occupancy. City City Submit “Notice of Termination” to MPCA within 30 days of final site stabilization and removal of all non-builder silt fence and other erosion/sediment control items. Developer Developer RESOLUTION 2025-054 RESOLUTION APPROVING THE PRELIMINARY PLAT FOR RIVERS BEND PLAT 5 WHEREAS, CLC Partners, LLC hereafter referred to as “applicant” and “owner” have properly applied for Preliminary plat approval; and WHEREAS, the subject property is legally described in Exhibit A; and WHEREAS, the subject property is zoned R-4 Townhouse/Patio Home Residential District; and WHEREAS, the St. Joseph Planning Commission held a public hearing on the preliminary plat of Rivers Bend Plat 5 on August 11, 2025, at which time all persons wishing to be heard regarding the matter were given an opportunity to be heard; and WHEREAS, the St. Joseph Planning Commission reviewed and recommended approval of the preliminary plat of Rivers Bend Plat 5 on August 11, 2025, and recommended approval; and WHEREAS, the proposed plat has been reviewed by the city engineer; and NOW THERFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ST. JOSEPH, MINNESOTA: That the preliminary plat of Rivers Bend Plat 5 be approved with the following conditions: 1. All engineering issues are resolved. 2. The plat meets all the requirements under the R-4 District Ordinance, including but not limited to the minimum lot size allowed. 3. That the applicant will verify ownership and maintenance of Block 2, Lot 3 (common area) which will be reviewed and approved by the city attorney. 4. That Lanigan Ave. SW will be renamed to Lanigan Way SE. 5. Dedicate right-of-way to the city for 12th Ave (aka Jade Road). 6. Final plat approval is required prior to development. 7. A development agreement will be executed prior to the recording of the final plat. 8. A vacation of the roadway easement for the temporary cul-de-sac will be completed under the terms of the development agreement of Rivers Bend Plat 3. 9. Add a temporary construction access at Jade Road. Stearns County Highway Department will need to approve access permit for CR 121. Whereupon said resolution was declared duly passed and adopted by the St. Joseph City Council this day of , 2025 CITY OF ST. JOSEPH By Adam Scepaniak, Mayor ATTEST By David Murphy, City Administrator Exhibit A Legal Description All that part of Outlot G, RIVERS BEND, Stearns County, Minnesota, according to the recorded plat thereof, described as follows: Beginning at the southeast corner of Lot 7, Block 2, RIVERS BEND PLAT 3, Stearns County, Minnesota, according to the recorded plat thereof; thence North 13 degrees 12 minutes 31 seconds East, on an assumed bearing, along the easterly line of said RIVERS BEND, a distance of 148.06; thence North 17 degrees 10 minutes 55 seconds East, along said easterly line of RIVERS BEND, a distance of 60.14 feet; thence North 13 degrees 12 minutes 31 seconds East, along said easterly line of RIVERS BEND, a distance of 194.43; thence North 80 degrees 49 minutes 25 seconds East; a distance of 489.43 feet; thence South 34 degrees 55 minutes 31 seconds East, a distance of 67.06 feet; thence South 55 degrees 04 minutes 29 seconds West, a distance of 10.45 feet; thence 438.36 feet southerly along a tangential curve, concave to the southeast, having a radius of 600.00 feet and a delta angle of 41 degrees 51 minutes 38 seconds; thence South 13 degrees 12 minutes 51 seconds East, a distance of 120.99 feet, to the northerly right of way of County Road Number 19; thence North 76 degrees 47 minutes 09 seconds West, along said northerly right of way line, a distance of 28.28 feet; thence North 76 degrees 47 minutes 08 seconds East, along said northerly right of way line, a distance of 127.15 feet, to the point of beginning of the tract of land to be described. RESOLUTION 2025-055 RESOLUTION APPROVING THE FINAL PLAT FOR RIVERS BEND PLAT 5 WHEREAS, CLC Partners, LLC hereafter referred to as “applicant” and “owner” have properly applied for final plat approval; and WHEREAS, the subject property is legally described in Exhibit A; and WHEREAS, the subject property is zoned R-4 Townhouse/Patio Home Residential District; and WHEREAS, the St. Joseph Planning Commission held a public hearing on the preliminary plat of Rivers Bend Plat 5 on August 11, 2025, at which time all persons wishing to be heard regarding the matter were given an opportunity to be heard; and WHEREAS, the St. Joseph Planning Commission reviewed and recommended approval of the preliminary plat and final plat of Rivers Bend Plat 5 on August 11, 2025, and recommended approval; and WHEREAS, the St. Joseph City Council adopted a resolution approving the preliminary plat; and WHEREAS, a final plat for Rivers Bend Plat 5 has been submitted which indicates that the final plat is consistent with the preliminary plat; and WHEREAS, the proposed plat has been reviewed by the city engineer; and BE IT RESOLVED, that the Mayor and City Administrator are hereby authorized to execute the Development Agreement; and NOW THERFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ST. JOSEPH, MINNESOTA: That the final plat of Rivers Bend Plat 5 and Development Agreement be approved with the following conditions: 1. All engineering issues are resolved. 2. The plat meets all the requirements under the R-4 District Ordinance, including but not limited to the minimum lot size allowed. 3. That the applicant will verify ownership and maintenance of Block 2, Lot 3 (common area) which will be reviewed and approved by the city attorney. 4. That Lanigan Ave. SW will be renamed to Lanigan Way SE. 5. Dedicate right-of-way to the city for 12th Ave (aka Jade Road). 6. A development agreement will be executed prior to the recording of the final plat. 7. A vacation of the roadway easement for the temporary cul-de-sac will be completed under the terms of the development agreement of Rivers Bend Plat 3. 8. Add a temporary construction access at Jade Road. Stearns County Highway Department will need to approve access permit for CR 121. Whereupon said resolution was declared duly passed and adopted by the St. Joseph City Council this day of , 2025 CITY OF ST. JOSEPH By Adam Scepaniak, Mayor ATTEST By David Murphy, City Administrator Exhibit A Legal Description All that part of Outlot G, RIVERS BEND, Stearns County, Minnesota, according to the recorded plat thereof, described as follows: Beginning at the southeast corner of Lot 7, Block 2, RIVERS BEND PLAT 3, Stearns County, Minnesota, according to the recorded plat thereof; thence North 13 degrees 12 minutes 31 seconds East, on an assumed bearing, along the easterly line of said RIVERS BEND, a distance of 148.06; thence North 17 degrees 10 minutes 55 seconds East, along said easterly line of RIVERS BEND, a distance of 60.14 feet; thence North 13 degrees 12 minutes 31 seconds East, along said easterly line of RIVERS BEND, a distance of 194.43; thence North 80 degrees 49 minutes 25 seconds East; a distance of 489.43 feet; thence South 34 degrees 55 minutes 31 seconds East, a distance of 67.06 feet; thence South 55 degrees 04 minutes 29 seconds West, a distance of 10.45 feet; thence 438.36 feet southerly along a tangential curve, concave to the southeast, having a radius of 600.00 feet and a delta angle of 41 degrees 51 minutes 38 seconds; thence South 13 degrees 12 minutes 51 seconds East, a distance of 120.99 feet, to the northerly right of way of County Road Number 19; thence North 76 degrees 47 minutes 09 seconds West, along said northerly right of way line, a distance of 28.28 feet; thence North 76 degrees 47 minutes 08 seconds East, along said northerly right of way line, a distance of 127.15 feet, to the point of beginning of the tract of land to be described. STAFF MEMO Prepared by: City Administrator Meeting Date: 08/18/2025 ☐ Consent Agenda Item ☒ Regular Agenda Item Agenda Item # 9 Reviewed by: Joe Sathe – City Attorney Item: Labor Peace Agreement – Red Pine Group STRATEGIC PLAN PRIORITY Municipal Dispensary. ACTION REQUESTED Approval of the Labor Peace Agreement. BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A PREVIOUS COUNCIL ACTION Authorization of Application for Municipal Dispensary. REFERENCE AND BACKGROUND The agreement is drafted to comply with Minn. Stat. 342.14 requiring the applicant to enter into a labor peace agreement. The OCM guidelines are fairly vague and does not address the possibility of Cities hiring independent contractors to run the dispensaries. The language from OCM specifically references the Teamsters and this agreement is written to be recognize that. The Teamsters have reviewed the agreement and have not indicated any objections to it. The agreement as written specifies that the City intends to hire an independent contractor to run the retail space and the agreement will either be assigned to the operator or the operator may enter into a separate agreement with the Union. BUDGET IMPACT No costs to the agreement other than City Attorney time to draft it.. STAFF RECOMMENDED ACTION A MOTION to Approve the Labor Peace Agreement. SUPPORTING DATA/ATTACHMENTS Labor Peace Agreement. 1 DOCSOPEN\SA690\3\1042694.v1-8/11/25 LABOR PEACE AGREEMENT This Labor Peace Agreement (“Agreement”) is entered into this __th day of _____ 2025 between the City of ______ d/b/a ______________ store (hereafter “Employer”) and Teamsters Local Union 120 (hereafter “Union”). Employer and the Union are referred to collectively herein as the “Parties.” This Agreement is entered into in accordance with applicable requirements of Minnesota Statute 342. This Agreement shall be submitted by Employer in connection with any application to obtain any license to engage in commercial cannabis activities pursuant to state law and local governmental ordinances, and with any application for re-licensure. The Parties mutually recognize that Federal and Minnesota labor law guarantees employees the right to form or select any labor organization to act as their exclusive representative for the purpose of collective bargaining with Employer, or to refrain from such activity. 1. Acknowledgment, Scope and Term: A. Acknowledgment. The Employer and the Union recognize that it is important for employees to have a voice at work, acknowledge and respect the fundamental rights of workers to decide whether to organize unions and engage in collective bargaining; acknowledge and respect the role of unions in representing the interests of employees who have chosen to designate the Union as their exclusive representative for the purposes of collective negotiations; believe that collective bargaining is a vehicle that provides respect to workers; and, understand that voice, collaboration and partnership are consistent with the Employer’s mission. B. Scope. This Agreement shall apply to the regular full-time and regular part-time employees of Employer who meet the definition of a “cannabis worker” under Minnesota Statutes, section 342.01, subd. 23 and who work at any of the Employer’s current or future licensed cannabis businesses (the “Covered Employees”). This Agreement shall further apply to any businesses acquired by the Employer with respect to employees not already represented by a labor organization. C. This Agreement shall cease to apply to employees for whom a labor organization is voluntarily recognized, and the Parties have entered into a Collective Bargaining Agreement covering such employees. D. This Agreement shall be submitted with any application made by Employer to obtain any License to engage in commercial cannabis activities pursuant to state law or local governmental ordinances, and with any application thereafter for re-licensure. E. Parties acknowledge that the City’s intent is to hire an independent contractor to operate the cannabis business on the City’s behalf, including hiring all employees of the business. This agreement will be assigned to the City’s operator or superseded by an agreement between the Union and operator that complies with the requirements of Minn. Stat. Ch. 342. 2 DOCSOPEN\SA690\3\1042694.v1-8/11/25 F. The Union acknowledges that all references in this Agreement to federal labor statutes (NLRA, NLRB, FMCS) will apply only to the City’s operator. The City of _____ is governed by Minn. Stat. Ch. 179A (Public Employment Labor Relations Act). G. Term. This agreement shall be in full force and effect, and binding upon the Parties from the date on which it is fully executed by Employer and the Union, and shall continue for the earlier of: [i] three (3) calendar years from the date of Employer’s execution of the Agreement; or [ii] upon execution of a collective bargaining agreement, which will explicitly supersede this document. This Agreement may only be extended by mutual agreement of the Parties, in writing. H. Disputes. Any dispute regarding the composition of the bargaining unit or appropriateness of individual(s) within the unit that cannot be resolved by the Parties shall be resolved via the Resolution of Disputes machinery included in this Agreement. I. Limit. This Agreement does not mandate a particular method of election or certification of the Union as the exclusive representative of the employees for the purposes of collective bargaining. 2. Neutrality: A. Employer Neutrality. The Employer shall take a neutral approach to the unionization of the Covered Employees, and otherwise remain neutral with respect to the Union and its representation of employees covered by this Agreement. Neutrality means that the Employer shall make no written or oral statement or take any action opposing or advocating unionization, nor shall it provide support or assistance of any kind to any person, group, firm, or consultant opposing unionization. The Employer also shall not demean the Union as an organization or its representatives as individuals, nor portray the Union in a bad light. The Employer shall not threaten, intimidate, discriminate against, retaliate against, disparage, pressure, nor take any adverse action against any employee for voicing his/her/their support or opposition of the Union or union representation, and shall not conduct captive audience or one-on-one meetings. The Employer will not poll or question employees regarding their position with regard to the Union. The Employer will inform all managerial employees, supervisors, or other agents of the Employer of their obligations under this Agreement and will take prompt and appropriate action to stop and correct any violations of this Agreement. Such action will include discipline as supported by just cause. B. Union Neutrality. The Union shall remain neutral with respect to the Employer and agrees to communicate with employees in a non-coercive positive manner and shall not denigrate the Employer, its managers, supervisors, agents or representatives. The Union shall not present or portray the Employer in a bad light to employees or to the public. The Union shall focus its efforts on addressing employee workplace issues through collective bargaining and union representation. The Union and its agents will communicate with employees in a non-adversarial and positive manner. The Union will inform all representatives, organizers, or other agents of the Union of their obligations under this 3 DOCSOPEN\SA690\3\1042694.v1-8/11/25 Agreement and will take prompt and appropriate action to stop and correct any violations of this Agreement. C. Union Access/Non-disruption of Business Operations. The Employer recognizes the Union’s right to communicate with the workers it seeks to organize, and the Union recognizes that access must accommodate the Employer’s concerns with minimizing disruption of its business and productivity. The Employer shall permit Union representatives access to Employer facilities for the purpose of communicating with employees about Union representation. Employees will be allowed to distribute literature and distribute and collect authorizations cards. The Union’s activities shall not disrupt or interfere with the Employer’s operations or business. D. Union representatives may have reasonable access to workspace and sites during non-work time so long as it does not interfere with Employer operations. The Employer shall not conduct surveillance of Union representatives. Union representatives shall not be denied access to exterior employee areas and parking lots. Union representatives shall be given access to all entrances to Employer facilities for the purpose of distributing literature to employees and communicating with them. Employees will be allowed to distribute literature and distribute and collect authorizations cards. E. Where an employee bulletin board exists, employees shall have the right to post Union literature and notices. F. Employee Eligibility List. Within ten (10) days following receipt of written notice of intent to organize Covered Employees, the Employer shall provide to the Union a complete list of Covered Employees, including both full and part-time employees, which includes the full names, hire date, job classification, shift, department, home address, telephone numbers and email addresses of all non-managerial and non-supervisory employees covered by this agreement (“Complete List”). The Complete List shall be numbered and provided in no less than 12-point font. The Employer shall update the list regularly and no less often than the first of every month if requested by the Union, unless there is no change to the list. The Union shall keep all Employee information confidential and shall not use or disclose the information for any purpose other than the purposes of this Agreement or as required by law. Within ten (10) days of receiving a notice from Union regarding an intent to organize, Employer shall distribute to each Employee the letter attached hereto as Exhibit A, and also post a copy of the same in a prominent place at the Covered Facility where the Employer traditionally posts communications to its employees. G. At the Union’s written request (an email shall suffice), the Employer will schedule a mandatory staff meeting to enable the Union to meet with all of the Covered Employees. This meeting must be scheduled by the Employer within fifteen (15) days of the Union’s request, or by such other mutually agreed upon time. If it is not feasible for the Employer to schedule a single meeting attended by all Employees, then Employer will cooperate with 4 DOCSOPEN\SA690\3\1042694.v1-8/11/25 the Union to schedule a follow up meeting(s) for that purpose. This meeting will be on paid time. This meeting shall take place at a mutually agreed upon site and last no more than one (1) hour. At the meeting, the Employer will tell the Employees that it is neutral, does not object to their talking to and supporting a Union, and that Employer will negotiate a collective bargaining agreement with the Union upon recognition or if a majority of the Covered Employees designate the Union as their collective bargaining representative after a representation election with the NLRB. Union representatives will attend the meeting and, after the Employer has introduced them and left the meeting, talk with the Employees about the Union. The Employer will not surveille the meeting in any way. The Employer’s portion of the meeting shall not take longer than five (5) minutes. H. No Strike/No Lockout: The Employer agrees it shall not engage in a lockout of employees. The Union agrees it will not engage in or encourage any strikes, slowdowns, picketing or other concerted activity. 3. Collective Bargaining Obligations A. Commencement and Scope of Bargaining. Upon voluntary recognition of the Union or NLRB certification, the Parties shall meet and confer in good faith, in person, to negotiate a collective bargaining agreement with respect to any mandatory subject of bargaining over which either Party desires to negotiate, and any permissive subjects over which the Parties mutually agree to bargain. B. Obligation to Bargain in Good Faith. The Parties shall meet thereafter no less often than weekly until a contract is reached. The Parties shall tentatively agree "TA" to any proposals, or parts of proposals, on which they have reached a tentative agreement. C. Impasse. In the event the Parties reach an impasse with respect to their collective bargaining obligations, the Parties shall engage in interest arbitration in accordance with the procedures set forth in Paragraph 4. The Parties agree that the arbitrator’s decision will be final and binding, and will thereafter immediately execute a collective bargaining agreement pursuant to the arbitrator’s decision. D. Discipline for Just Cause. Following any recognition or certification, the Employer shall not discipline an employee represented by the Union without just cause. Disputes over just cause discipline shall be resolved in accordance with the procedure for resolution of disputes. 4. Resolution of Disputes A. Notice of breach. Should a party determine that the other may be in breach of this Agreement, it shall inform the other in writing. The party so informed shall have 24 hours to cease and desist from the practice and/or provide an explanation of its action. In the event the aggrieved party is not satisfied, it shall invoke this dispute resolution procedure set forth in this Agreement. 5 DOCSOPEN\SA690\3\1042694.v1-8/11/25 B. Resolution of Disputes. It is the intention of the Parties that all disputes under this Agreement shall be resolved through good faith negotiation. Where such negotiations do not resolve the matter in dispute, the Parties may mutually agree to submit the dispute to expedited non-binding mediation before a mutually selected mediator affiliated with the Federal Mediation and Conciliation Service (FMCS). Should either party desire, it may also submit disputes regarding the interpretation, application or compliance with this Agreement to binding arbitration, with the exception being injunctive relief sought for the purpose of maintaining the status quo pending the resolution of the particular dispute under this procedure or to enforce the decision of the Arbitrator. Nothing in this provision shall limit or bar either party from seeking other available state or federal remedies. Any unresolved disputes over the interpretation or application of this Agreement may be submitted to expedited and binding arbitration at a location to be mutually agreed, within twenty-five (25) miles of the city of ____, with an Arbitrator mutually agreed to by the Parties. If the Parties are not able to agree upon an arbitrator within 7 business days, they shall request a panel of seven (7) arbitrators from the Federal Mediation and Conciliation Service (“FMCS”). Arbitrators on the FMCS Panel must be members of the National Academy of Arbitrators (“NAA”). The FMCS Panel request shall be for arbitrators in Minnesota and/or with addresses within the closest geographical or metro region available. The Parties shall alternately strike from the FMCS Panel. The Employer shall provide the first strike and each party shall thereafter alternate strikes until one arbitrator remains who shall be the selected arbitrator. The selected arbitrator shall provide dates and the Parties shall agree on a date that is no longer than sixty (60) days following the date on which they have selected the arbitrator. If the selected arbitrator is unable to offer dates within such sixty-day period, the jurisdiction to hear the dispute shall be offered to each arbitrator on the FMCS Panel in the reverse order that they were struck by the Parties. At the conclusion of the hearing, the Parties may submit oral argument, but neither party shall submit any written briefs. A final written decision may be issued by the arbitrator at the conclusion of the hearing or within seven days of the close of the hearing. The Parties may request the arbitrator who first hears a dispute under this provision to accept designation as a permanent arbitrator if s/he/they is willing to continue to hear and resolve disputes on an expedited basis. Except as provided in subsection C, the Parties shall split the cost of the arbitrator and bear their own costs of participation in the dispute resolution process. C. Exceptional Remedies for Willful Breach. In the event the Arbitrator finds a party has willfully breached this Agreement, she/he/they shall impose the following remedies as appropriate to fully remedy the breach: Injunctive relief; award of attorney’s fees and arbitration costs; extension of the term of this Agreement; foreseeable, reliance, consequential, or actual damages; specific performance; and liquidated damages in an 6 DOCSOPEN\SA690\3\1042694.v1-8/11/25 amount of no less than $5,000. In the event a prevailing party must proceed to a court of law to confirm and/or enforce an award issued under this agreement, the losing party shall be liable for payment of reasonable attorneys’ fees and costs incurred to enforce and obtain compliance with the award. 5. Assignment The City of ____ may assign this Agreement and its rights and obligations hereunder to an independent contractor with which the City of ____ enters into an agreement to operate the municipal cannabis business. 6. Severability To the extent one or more terms of this agreement are determined to be invalid by a court of law or by a final decision of an administrative agency that is appealable only to a court of law, the remaining provisions shall be unaffected and shall remain in force and effect. 7. Warranty of Authority The parties warrant that their respective representatives who have executed this agreement have full authority to bind and obligate the parties to the terms set forth herein. Agreed and accepted this ___ day of _ ___, __2025_: EMPLOYER: __________________________ TEAMSTERS LOCAL __120___________ By: ______________________________ By: _______________________________ Name: Name: ____________________________ Title: Title: By: ______________________________ Name: Title: 7 DOCSOPEN\SA690\3\1042694.v1-8/11/25