Village Board Regular Meeting Agenda Packet (PDF)

VILLAGE BOARD AGENDA Plover Municipal Center Board Room 2400 Post Road Plover, WI Wednesday, September 16, 2026 6:00 p.m. 1. Call to order, Pledge of Allegiance. 2. Approval of the minutes of the meeting of September 2, 2026, as printed 3. Persons wishing to address the Board 4. Correspondence 5. Approval of vouchers Discussion with possible action on the following: 6. Public Works Committee Meeting of September 14, 2026 Item 5: Road Plans for Harvest Acres 2nd Addition 7. Harvest Acres 2nd Addition Sewer and Water Plans 8. Crossroads Commons maintenance agreement renewal/extension with Skierka Lawn and Landscaping 9. Public Safety Facilities Special Inspection Contract 10. Temporary Class “B” Beer and Temporary “Class B” Wine Retail License – Portage County Historical Society, Rhythms of the River Exhibit Closing Celebration Featuring Otis & the Alligators – 2700 Madison Avenue – October 24, 2026 11. Reliance Fuel LLC – Change of Agent for Retail Alcohol Beverage License and Cigarette, Tobacco, and Electronic Vaping Device License – Christine Andrew, for Fuel On – 1011 Post Road, Plover, WI 12. Village project change orders, substitutions, or construction approvals 13. Engineer’s Update 14. Administrator’s Update 15. Adjournment subject to call of the chair Village of Plover Board Meeting 9-2-26 Village Board Meeting Wednesday, September 2, 2026 6:00 p.m. Members Present: Steve Fritz, Ross Ballard, Al Haga, Tim Durigan, Adam Raabe Members Excused: Gary Wolf, Al Tessmann Others Present: Steve Kunst, Julia Mann, Tammy Wojtalewicz, Adam DeKleyn, Karmen Anderson, Steve Schaut, Joe Terry 1. Ms. Wojtalewicz called the meeting to order at 6:00 p.m. Pledge of Allegiance. 2. APPOINTMENT OF TEMPORARY CHAIPRERSON Mr. Fritz motioned and Mr. Raabe seconded to nominate Mr. Haga as the temporary chair. Motion carried. 3. MINUTES Mr. Fritz motioned, and Mr. Durigan seconded, to approve the minutes of the meeting of August 19, 2026, as printed. Motion carried. 4. PERSONS WISHING TO ADDRESS THE BOARD Dale Anderson commended the Village on the great job that is done with the roads, parks, and plowing. He expressed his concerns with speeding on Roosevelt Dr. and junk vehicles on properties. 5. CORRESPONDENCE None 6. APPROVAL OF VOUCHERS Mr. Durigan motioned, and Mr. Raabe seconded, to approve the vouchers as listed. Motion carried. 7. VILLAGE OF PLOVER AI POLICY Mr. Kunst introduced the policy and Mr. Schaut reviewed it. Copyright was discussed as well as protections in place for Office 365. Mr. Ballard motioned and Mr. Fritz seconded to approve the Village of Plover AI policy. Motion carried. 8. PRELIMINARY PLAT – HARVEST ACRES 2ND ADDITION – DENYON HOMES INC. – GREEN PASTURES TRAIL (PIN: 1730252, 173230836-07.04 & 173230836-08.02). Mr. DeKleyn reviewed the request. Mr. Kunst commended staff and the developer for being creative with this solution. Discussion took place regarding park dedication Village of Plover Board Meeting 9-2-26 requirements and how that fits in the Village’s long-range plan, as well as right of way and setbacks in that area. Mr. Fritz motioned and Mr. Durigan seconded to approve the Preliminary Plat – Harvest Acres 2nd Addition – Denyon Homes Inc. – Green Pastures Trail (PIN: 1730252, 173230836-07.04 & 173230836-08.02. Motion carried. 9. RESOLUTION NO. 9-15-26 – AUTHORIZATION TO APPLY FOR A DNR SURFACE WATER GRANT Ms. Anderson reviewed the request stating the Springville Pond Committee had approved a chemical treatment for the Aquatic Plant Management Plan. Although the Village originally intended to budget for the treatment, they are looking to utilize grant funds to assist with the implementation. Ms. Anderson advised of methods of communication with the residents of the Springville Pond area to keep them informed and receive feedback on pond conditions. Mr. Raabe motioned and Mr. Fritz seconded to approve Resolution No. 9-15-26 – Authorization to apply for a DNR Surface Water Grant. Motion carried by unanimous roll call vote. 10. VILLAGE PROJECT CHANGE ORDERS, SUBSTITUTIONS, OR CONTRUCTION APPROVALS None. 11. ENGINEER’S REPORT There was no engineer’s report as Mr. Terry had been gone due to the arrival of his new grandchild. 12. ADMINISTRATOR’S UPDATE Mr. Kunst advised the fall newsletter will be going out soon. He gave an update on the Hwy. 54 project as well as the upcoming railroad closures on Hwy. 54. He advised of the preconstruction meeting with the Boson Group in regard to the public safety buildings project and addressed spending thresholds coming before the board when purchasing things such as furniture, etc. as well as pay-off requests for this project. He stressed the Village wants to be as open and transparent as possible with this project both to the board and residents. Mr. Fritz advised the Portage County Highway Commission identified the Hoover/Hwy. 54 area to be redone next year. He noted Nathan Check put in for a grant to have that intersection straightened out. Discussion took place regarding the efforts that have previously been taken to get this straightened out and the obstacles encountered. 13. Mr. Fritz motioned and Mr. Durigan seconded to adjourn at 6:44 p.m. Motion carried. Respectfully submitted by Tammy Wojtalewicz, Village Clerk Village of Plover Payment Approval Report - Monthly by Fund Page: 1 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Report Criteria: Detail report. Invoices with totals above $0.00 included. Paid and unpaid invoices included. [Report].GL Account Number (3 Characters) = {<>} "200" Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount 100 37 ADAMS SALES & SERVICE LLC 110955 SQUAD 5 TO DAHL DO DGE 07/20/2026 95.00 95.00 09/04/2026 56 AECOM 2001178431 TO 184 GREEN TREE FARM 09/02/2026 13 ,664.44 13,664.44 09/04/2026 56 AECOM 2001178443 TO 169 ARBOR HAVEN 09/02/2026 3,182. 86 3,182.86 09/04/2026 56 AECOM 2001178448 TO 1 &2 GENERAL ENGINEERI 09/02/2026 653.30 653.30 09/04/2026 56 AECOM 2001178448 TO 02.100.040 PINE VILLAGE 20 09/02/2026 252.13 252.13 09/04/2026 56 AECOM 2001178448 TO 02.100.041 PORTAGE CTY 09/02/202 6 725.99 725.99 09/04/2026 56 AECOM 2001178448 TO 02.100.045 GREEN TREE 09/02/2026 170.52 170.52 09/04/2026 56 AECOM 2001178448 TO 02.100.047 HA 2ND 09/02/2026 341. 01 341.01 09/04/2026 104 AMERICAN ASPHALT OF WI 5300076599 ROADBASE FOR SHOULDERIN 08/31/2026 1,147.14 1,147.14 09/04/2026 109 AMERICAN FENCE COMPANY 29142-0 GATE LATCH FOR PICKLEBALL 09/25/2026 29.00 29.00 09/04/2026 154 APPLIED INDUSTRIAL TECHNO 7035257818 MARKING PAINT 08/27/2026 782.35 782.35 09/04/ 2026 3629 ASCENDANCE TRUCKS CENTR XA173009078 FILTERS FOR TRUCK #112 09/03/2026 247.42 24 7.42 09/04/2026 177 ASCENSION WI EMP SOLUTION 431237 3RD QTR EAP 08/31/2026 584.00 .00 186 ASPIRUS MEDICAL GROUP INC 161748 FINK 09/02/2026 461 .25 461.25 09/04/2026 186 ASPIRUS MEDICAL GROUP INC 161748 FINK 09/02/2026 461 .25 461.25 09/04/2026 186 ASPIRUS MEDICAL GROUP INC 161748 FLOYD 09/02/2026 95 2.50 952.50 09/04/2026 186 ASPIRUS MEDICAL GROUP INC 161748 KESTERSON 09/02/20 26 922.50 922.50 09/04/2026 3986 CARNATION ENTERPRISES LLC INV-2341 CURRENCY COUNTER 09/02/2026 2,800.00 2,800.00 0 9/04/2026 3773 CHARTER COMMUNICATIONS 249834601090 CHARTER FAX LINE 09/09/2026 94.62 .00 589 COMPLETE OFFICE OF WI 186103 PRINTER INK 09/01/2026 58.57 58.57 09/04/2026 3382 CREATIVE SERVICES OF NEW C26-31347 JUNIOR OFFICER BADGE STIC 09/09/2026 468.95 .00 3922 CRITEX LLC INV--6030 MR MANHOLE PARTS 08/31/2026 1, 756.00 1,756.00 09/04/2026 3922 CRITEX LLC INV-6031 MR MANHOLE PARTS 08/31/2026 3,2 57.62 3,257.62 09/04/2026 3922 CRITEX LLC INV-6047 DRILL BIT FOR MR MANHOLE C 09/03/2026 99.50 99.50 09/04/2026 3787 CUSTOFOAM ROOFING SOLUTI 1963 BOYS AND GIRLS CLUB ROOF 09/04/2026 782.55 .00 744 DIGGERS HOTLINE INC 260 8 19701 EMAIL/PHONE FEES A UGUST 09/02/2026 354.80 354.80 09/04/2026 3843 ENVIROTECH SERVICES LLC CD202621379 ICE SLICER DE ICER 08/26/2026 7,631.64 7,631.64 09/04/2026 3843 ENVIROTECH SERVICES LLC CD202621702 ICE SLICER DE ICER 09/01/2026 8,240.52 8,240.52 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 132.57 132.5 7 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 611.01 611.0 1 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 384.93 384.9 3 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 1,950.28 1,9 50.28 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 325.05 325.0 5 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 650.09 650.0 9 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 325.05 325.0 5 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 138.51 138.5 1 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 138.50 138.5 0 09/04/2026 919 FASTENAL COMPANY INC WISTE325710 SHOP NUTS AND BOL TS 09/03/2026 138.90 .00 973 FLEETPRIDE TRUCK & TRAILE 137238228 BRAKES FOR TRUCK #108 08/27/2026 440.94 440.9 4 09/04/2026 1038 GANNETT WISCONSIN MEDIA # 0007831932 PUBLIC HEARING-MIKEL 09/03/2026 36.88 36.88 0 9/04/2026 1038 GANNETT WISCONSIN MEDIA # 0007831932 PUBLIC HEARING-GLH PROPE 09/03/2026 41.02 41.02 09/04/2026 1038 GANNETT WISCONSIN MEDIA # 0007831932 LIQUOR LICENSE-BLUE BAY 09/03/2026 40.80 40. 80 09/04/2026 1164 HAKES WELLNESS SOLUTIONS 4675 HAKES CONFERENCE 09/02/2026 100.00 100.00 09/04/202 6 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 325.68 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 27.14 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 27.14 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 81.42 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 54.28 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 27.14 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 54.28 .00 Village of Plover Payment Approval Report - Monthly by Fund Page: 2 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 678.50 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 54.28 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 27.14 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 162.84 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 54.28 .00 3669 INVOICE CLOUD, INC 2822-2026_8 AUGUST 09/03/2026 56 .66 56.66 09/04/2026 3987 ISAAC EBELING 113-8560940-5 UNIFORMS 09/02/2026 158.26 158.26 09/04/2026 1331 JAY-MAR INC INV0183765 WEED SPRAY 08/31/2026 62.13 6 2.13 09/04/2026 3984 JENNIFER PETERSON 8.30.26 SHELT 8.30.26 SHELTER SECURITY DE 09/01/2026 100.00 100.00 09/04/2026 1354 JOHN FABICK TRACTOR COMP PIWA0252131 SKID STEER PARTS 08/25/2026 707.40 .00 3999 KAYLA PRYNE 9.5.26 SECURI 9.5.26 SHELTER SECURITY DEP 09/08/2026 100.00 .00 3981 KI MOBILITY 8.22.26 ADDTL 8.22.26 SECURITY DEPOSIT RE 09/01/2026 100.00 100.00 09/04/2026 3747 KONRAD MATERIAL SALES LLC 1256102 BAGGED COLD PAT CH 08/25/2026 6,974.20 6,974.20 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 8,764.72 8,764.72 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 1,182.25 1,182.25 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 587.56 587.56 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 304.76 304.76 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 44.56 44.56 09/04/2026 1488 KWIK TRIP INC AUGUST PD F AUGUST FUEL 09/03/2026 3,431.36 3,431.36 09/04/2026 3738 LANGUAGE LINE SERVICES IN 12017459 INTERPRETER 08/31/2026 203.76 .00 1692 MENARDS INC 047742 BLACK PIPE FITTINGS 08/28/2026 6 9.40 69.40 09/04/2026 1692 MENARDS INC 47502 RATCHET STRAPS 08/24/2026 95.10 95 .10 09/04/2026 1692 MENARDS INC 47686 BATHROOM LIGHT SENSOR PA 08/27/2026 54.99 54.99 09/04/2026 1692 MENARDS INC 47745 BLACK PIPE AND WEDGE ANC 08/28/2026 17.90 17.90 09/04/2026 1692 MENARDS INC 47753 DRILL BIT 08/28/2026 3.48 3.48 09/0 4/2026 1692 MENARDS INC 47962 TIE DOWN STRAPS AND TAPE 09/01/2026 77.93 .00 1692 MENARDS INC 48035 MOLD WASH FOR HARD SURFA 09/02/2026 15.99 .00 1692 MENARDS INC 48039 CONCRETE WASH FOR PARKS 09/02/2026 7.88 .00 1692 MENARDS INC 48105 IRRIGATION CAPS FOR MUNCI 09/03/2026 8.94 .00 1692 MENARDS INC 48112 PARKS ELECTRICAL REPAIR PA 09/03/2026 39.34 .00 1692 MENARDS INC 48114 VEH MAINTENANCE 09/03/2026 30.97 . 00 1692 MENARDS INC 48178 ELECTRICAL WIRE FOR PARKS 09/04/ 2026 52.00 .00 1692 MENARDS INC 48184 REPLACEMENT LIGHT SWITCH 09/04/2026 .85 .00 1692 MENARDS INC 48190 BREAKER FOR PARKS 09/04/2026 16.4 9 .00 3942 MID-AMERICAN RESEARCH CH 0887285-in VANDELISM REMOVER 08/28/2026 260.83 260.83 09 /04/2026 3985 MONOGRAM FOODS 8.29.26 SHELT 8.29.26 SHELTER SECURITY DE 09/01/2026 500.00 500.00 09/04/2026 1811 NAPA - CENTRAL WI AUTO PAR August 26 VARIOUS FD EQUIP REPAIRS 09/03/2026 45.27 45. 27 09/04/2026 1811 NAPA - CENTRAL WI AUTO PAR August 26 VARIOUS PW EQUIPMENT PAR 09/03/2026 728.08 728.08 09/04/2026 3371 OREILLY AUTO August 2026 VARIOUS FD EQUIPMENT PART 08/28/2026 191.12 191.12 09/04/2026 3371 OREILLY AUTO August 2026 VARIOUS PD EQUIPMENT PART 08/28/2026 284.49 284.49 09/04/2026 3371 OREILLY AUTO August 2026 VARIOUS PW EQUIPMENT PAR 08/28/2026 316.74 316.74 09/04/2026 2021 PITNEY BOWES GLOBAL FINAN 3323133907 Q3 2026 LEASE 09/01/2026 713.91 713.91 09/04/ 2026 3988 ROBERT SULLIVAN TESTING REI FD/EMS OFFICER TRAIINING 09/03/2026 422.85 422.85 09/04 /2026 2399 SCHIERL TIRE & SERVICE CEN 4050718 BUILDING INSP ALIGNMENT 09/02/2026 118.75 118.7 5 09/04/2026 2433 SERAFIN JAMES Boots 2026 SAFETY BOOTS -2026 09/09/ 2026 184.61 .00 3795 SKIERKA LAWN & LANDSCAPIN 12471 SEPTEMBER 09/08/2026 3,668.75 .00 2528 SPEE DEE DELIVERY SERVICE 1538084 SHIPPING 09/02/2026 9.55 9.55 09/04/2026 3960 T-MOBILE USA AUGUST 2026 AUGUST PHONES 09/01/2026 3 3.18 33.18 09/04/2026 3960 T-MOBILE USA AUGUST 2026 AUGUST PHONES 09/01/2026 3 5.85 35.85 09/04/2026 3960 T-MOBILE USA AUGUST 2026- AUGUST PHONES 09/08/2026 121.83 .00 3960 T-MOBILE USA AUGUST 2026- AUGUST PHONES 09/08/2026 21.75- .00 2764 TOWN OF PLOVER 1002 JOINT ROAD CHIPSEAL COSTS 08/2 6/2026 9,600.28 9,600.28 09/04/2026 4001 TRACY KARNITZ CASELLE CON CASELLE CONFERENCE 09/10/2026 136.80 .00 4000 TRANSMOTION LLC 722659 GREASE LINE TRUCK #112 09/0 3/2026 20.58 .00 2782 TRANSUNION RISK AND ALTER 295913-20260 TLO BILL 09/02/2026 100.00 100.00 09/04/2026 2800 TRUCK COUNTRY OF WAUSAU- X205403037 REPLACEMENT RADIO FOR TR 08/27/2026 412.01 412.01 09/04/2026 162 VESTIS AUGUST 2026 AUGUST UNIFORMS 09/02/2026 393.44 393.44 09/04/2026 Village of Plover Payment Approval Report - Monthly by Fund Page: 3 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount 162 VESTIS AUGUST 2026 AUGUST UNIFORMS 09/02/2026 72.42 72.42 09/04/2026 162 VESTIS AUGUST 2026 AUGUST UNIFORMS 09/02/2026 128.78 128.78 09/04/2026 2936 VILLAGE OF WHITING AUGUST 2026 AUGUST BP 09/01/2026 885.31 885.31 09/04/2026 3377 WASTE MANAGEMENT 0099940-0414- AUGUST RECYCLING 09/03/2026 11,651.80 11,651.80 09/04/2 026 3377 WASTE MANAGEMENT 0099940-0414- AUGUST REFUSE 09/03/2026 53,584.67 53,584.67 09/04/2026 3377 WASTE MANAGEMENT 0099940-0414- AUGUST BULKY 09/03/2026 75.00 75.00 09/04/2026 3377 WASTE MANAGEMENT 0099940-0414- AUGUST ADJUSTMENTS 09/03/2026 35.00- 35.00- 09/04/2026 3024 WELD RILEY SC 46 JULY 26 LEGAL 09/04/2026 580.00 .00 3540 WHITE CAP 50039131849 MORTAR REPAIR TUBES 08/25/20 26 53.10 53.10 09/04/2026 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 1,328.19 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 128.38 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 39.18 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 963.68 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 1,445.50 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 143.60 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 521.58 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 60.83 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 1,497.29 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 59.88 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 775.50 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 1,205.50 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 1,445.52 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 14,898.21 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 4,041.09 .00 Total 100: 194,342.14 156,192.70 240 3805 INCIDENT RESPONSE LLC 2026 082801 INCIDENT RESPONSE TR IMPO 08/28/2026 299.95 299.95 09/04/2026 3983 SUTTON BETTI 082526 K9 MEMORIAL STATUTE DEPOS 08/31/2026 5,125.00 5,125.00 09/04/2026 Total 240: 5,424.95 5,424.95 250 921 FAULKS BROTHERS CONSTRU 447559 BALL MIX VETERANS MEMORIA 08/19/2026 678.31 678.31 09/04/2026 921 FAULKS BROTHERS CONSTRU 447560 BALL MIX FOR PLEASANT AND 08/19/2026 624.08 624.08 09/04/2026 921 FAULKS BROTHERS CONSTRU 447561 BALL MIX VETERANS MEMORIA 08/19/2026 667.29 667.29 09/04/2026 921 FAULKS BROTHERS CONSTRU 447562 BALL MIX PLEASANT AND OAK 08/19/2026 630.17 630.17 09/04/2026 936 FERGUSON WATERWORKS #14 0485844 PACAWA IRRIGATION WELL PA 09/02/2026 311.34 311.34 09/04/2026 3541 HIGHLAND PRODUCTS/THE PA 310048563 2026 DONOR PARK BENCHS 09/09/2026 2,568.35 .0 0 1692 MENARDS INC 47640 WOYAK PLAYSYSTEM PARTS 08/26/202 6 16.29 16.29 09/04/2026 Total 250: 5,495.83 2,927.48 304 3536 CC4 INVESTORS LLC 2026-FINAL 2026 DEVELOPERS INCE NTIVE 09/10/2026 113,004.66 .00 Total 304: 113,004.66 .00 400 239 BADGERLAND CONCRETE PRO 13922 CONCRETE FOR MANHOLES/W 08/31/2026 600.00 .00 3990 BERT CARTRETTE 4495 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 972.00 .00 3993 BRET KASTEIN 4470 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 756.00 .00 3989 DAN & DARCY GRABSKI 4545 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 684.00 .00 3992 DONALD BRODERICK 4460 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 828.00 .00 3994 ERIKA HEIER 4480 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 684.00 .00 3997 GARY CHRISKE 4540 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 864.00 .00 Village of Plover Payment Approval Report - Monthly by Fund Page: 4 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount 1129 GREEN THUMB SPRINKLERS & 6577 SCREENED TOPSOIL FOR DITC 09/06/2026 1,080.00 .00 3996 JAGADISH URITI 4515 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 864.00 .00 3995 JASON HASSLER 4485 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 792.00 .00 1354 JOHN FABICK TRACTOR COMP MIWR0000051 BRUSH MOWER ATTA CHMENT 09/08/2026 3,500.00 .00 1354 JOHN FABICK TRACTOR COMP MIWR0000051 STUMP GRINDER AT TACHMENT 09/08/2026 4,500.00 .00 3991 KIRK & DOREEN NEWTON 4450 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 828.00 .00 1692 MENARDS INC 47969 POSTS FOR MAILBOX REPAIRS 09/01/2026 86.66 .00 3717 MUNICIPAL PROPERTY INSURA 48-10751-8-26 INSURANCE 09/09/2026 4,859.00 .00 3998 PAUL BRONK 4525 RIVER D REPLACEMENT CONCRETE AP 09/08/2026 756.00 .00 Total 400: 22,653.66 .00 500 186 ASPIRUS MEDICAL GROUP INC 161748 BALTHAZOR 09/02/20 26 922.50 922.50 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 384.93 384.9 3 09/04/2026 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 189.98 .00 2822 UNIFORM SHOPPE OF GREEN 18648 UNIFORMS 08/25/2026 139.90 139.90 09/04/2026 3024 WELD RILEY SC 46 JULY 26 LEGAL 09/04/2026 220.00 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 481.85 .00 Total 500: 2,339.16 1,447.33 521 892 EWALD MOTORS OF OCONOM 25323 DODGE DURANGO-DET 08/31/2026 37,407.50 37,407.50 0 9/04/2026 Total 521: 37,407.50 37,407.50 600 56 AECOM 2001178448 TO 1 &2 GENERAL ENGINEERI 09/02/2026 653.30 653.30 09/04/2026 3818 BAY TOWEL INC AUGUST 2026 AUGUST 09/01/2026 338.12 338.12 09/04/2026 446 CELLCOM 407332 CELLCOM 08/23/2026 124.04 124.04 09/04/ 2026 3922 CRITEX LLC INV-6036 MANHOLE CUTTER TEETH AND 09/01/2026 235.60 235.60 09/04/2026 660 CT LABORATORIES LLC 207648 INDUSTRIAL FOG TESTING 0 8/31/2026 900.00 900.00 09/04/2026 3425 EO JOHNSON INV2023705 COPIES 09/01/2026 177.26 177.2 6 09/04/2026 1106 GRAINGER INC 9071099585 MAINT SUPPLIES 09/08/2026 3 6.59 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 162.84 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 13.57 .00 3669 INVOICE CLOUD, INC 2822-2026_8 AUGUST 09/03/2026 15 5.67 155.67 09/04/2026 1331 JAY-MAR INC INV0183735 LIQUID NITROGEN 09/27/2026 8 60.32 860.32 09/04/2026 3452 KORALEWSKI, MARK 260902 MARK K SAFETY SHOES 09/02/ 2026 200.00 200.00 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 542.88 542.88 09/04/2026 1692 MENARDS INC 47711 WWTF MAINT 08/27/2026 220.82 220.8 2 09/04/2026 1692 MENARDS INC 47927 CORRUGATED PIPE AND MAIN 08/31/2026 213.29 213.29 09/04/2026 1833 NCL OF WISCONSIN INC 540035 NCL LAB SUPPLIES 08/21 /2026 1,170.77 1,170.77 09/04/2026 1833 NCL OF WISCONSIN INC 540235 NCL TESTING SUPPLIES 0 8/26/2026 752.90 752.90 09/04/2026 1833 NCL OF WISCONSIN INC 540601 NCL LAB SUPPLIES 08/26 /2026 932.53 .00 3424 SOLARUS 11933136 WWTF PHONE SERVICE 09/01/2026 17.2 9 17.29 09/04/2026 2528 SPEE DEE DELIVERY SERVICE 1542564 SPEE DEE CREDIT 09/29/2026 6.82- 6.82- 09/04/202 6 2528 SPEE DEE DELIVERY SERVICE 1542564 SPEE DEE DELIVERY SERVICE 09/29/2026 36.96 36.96 09/04/2026 3960 T-MOBILE USA AUGUST 2026- AUGUST PHONES 09/08/2026 17.18 .00 3960 T-MOBILE USA AUGUST 2026- AUGUST PHONES 09/08/2026 60.28 .00 2856 USA BLUEBOOK 348.27 CHEM PMP PARTS 09/02/2026 348.2 7 348.27 09/04/2026 2856 USA BLUEBOOK INV01145871 CHEM PMP PARTS 08/27/2026 111.49 111.49 09/04/2026 2856 USA BLUEBOOK INV01150708 CHEM PMP PARTS 09/02/2026 207.55 207.55 09/04/2026 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 28,152.27 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 77.52 .00 Village of Plover Payment Approval Report - Monthly by Fund Page: 5 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount Total 600: 36,712.49 7,259.71 700 56 AECOM 2001178448 TO 1 &2 GENERAL ENGINEERI 09/02/2026 653.30 653.30 09/04/2026 422 CARGILL INC - SALT DIVISION 2912806398 CARGILL INC - SALT DIVISION 08/26/2026 7,301.35 7,301.35 09/04/202 6 446 CELLCOM 404240 CELLPHONES 08/23/2026 507.46 507.46 09/ 04/2026 936 FERGUSON WATERWORKS #14 0485885 CURB BOX PARTS 09/02/2026 376.92 376.92 09/04/20 26 936 FERGUSON WATERWORKS #14 0485886 CURB BOX PARTS 09/01/2026 376.92 376.92 09/04/20 26 936 FERGUSON WATERWORKS #14 0485887 PROBE ROD 09/02/2026 98.46 98.46 09/04/2026 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 13.57 .00 1192 HEARTLAND BUSINESS SYSTE 910473-H SECURITY AWARENESS TRAINI 09/08/2026 162.84 .00 1251 HYDROCORP INC CI-15380 HYDROCORP INC 09/01/2026 1,1 65.00 1,165.00 09/04/2026 3669 INVOICE CLOUD, INC 2822-2026_8 AUGUST 09/03/2026 15 5.67 155.67 09/04/2026 1331 JAY-MAR INC INV0183764 RODENT PREVENTION 08/31/202 6 12.99 12.99 09/04/2026 1488 KWIK TRIP INC AUGUST 2026 AUGUST FUEL 09/03/2026 2,123.99 2,123.99 09/04/2026 3834 LEAK LOCATORS OF MONTANA 2034 LEAK DETECTOR 06/26/2026 5,333.00 5,333.00 09/04/20 26 1692 MENARDS INC 47896 TOWER LANDSCAPING 08/31/2026 163. 43 163.43 09/04/2026 1692 MENARDS INC 47909 LANDSCAPE MAINT 08/31/2026 15.99 1 5.99 09/04/2026 1811 NAPA - CENTRAL WI AUTO PAR 447377 TRUCK BATTERY 09/01/2026 155.98 155.98 09/04/2026 1881 NORTHERN LAKE SERVICE INC 2615447 WATER TESTING 08 /28/2026 500.05 500.05 09/04/2026 1881 NORTHERN LAKE SERVICE INC 2615454 WATER TESTING 08 /28/2026 2,868.13 2,868.13 09/04/2026 3443 SCHMEISER, NICHOLAS NS09092026 PANTS 09/09/2026 218 .38 .00 2528 SPEE DEE DELIVERY SERVICE 1542637 FLUORIDE 08/29/2026 8.23 8.23 09/04/2026 2584 STEVENS POINT AUTO CENTE 49820 2024 FORD F350 06/15/2026 489.84 .00 2803 TRUGREEN COMMERCIAL 231080090 LINCOLN TOWER 09/25/ 2026 139.79 .00 3748 VMC LLC 1918 LINCOLN TMOBILE 09/09/2026 224.01 .00 3748 VMC LLC 1919 DISK NSIGHT 09/09/2026 1,068.01 .00 3071 WI DEPT NATURAL RESOURCE CG_0908_26 WDNR TESTING 09/09/2026 25.00 .00 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 11,228.15 .00 3183 WI STATE LAB OF HYGIENE - A 30051908 WI STATE LABORATORY OF HY 09/02/2026 33.00 33.00 09/04/2026 Total 700: 35,419.46 21,849.87 820 3169 WI PUBLIC SERVICE CORPORA AUGUST 2026 AUGUST 09/08/2026 27.26 .00 Total 820: 27.26 .00 Grand Totals: 452,827.11 232,509.54 Village of Plover Payment Approval Report - Monthly by Fund Page: 6 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount Dated: ______________________________________________________ Village President: Gary Wolf _____________________________________________________ Village Board : Steve Fritz: _______________________ _______________________________ Tim Durigan: ________________________ ______________________________ Ross Ballard: ________________________ ______________________________ Adam Raabe: __________________________ ____________________________ Al Haga: _____________________ _________________________________ Al Tessmann: ______________________ ________________________________ Administrator: Steve Kunst _____________________________________________________ Village of Plover Payment Approval Report - Monthly by Fund Page: 7 Report dates: 8/28/2026-9/11/2026 Sep 11, 2026 09:38AM Vendor Vendor Name Invoice Number Description Invoice D ate Net Amount Paid Date Paid Voided Invoice Amount Report Criteria: Detail report. Invoices with totals above $0.00 included. Paid and unpaid invoices included. [Report].GL Account Number (3 Characters) = {<>} "200" Village of Plover 2400 POST ROAD - PO Box 37 - PLOVER, WISCONSIN 54467 www.ploverwi.gov General Offices 715-345-5250 Water Department 715-345-5254 Police Department 715-345-5255 Building Inspection 715-345-5312 WWTP Department 715-345-5259 Fire/EMS Department 715-345-5310 Public Works/Parks Department 715-345-5257 September 9, 2026, Nate Willis Wastewater Section Chief Bureau of Water Quality P. O. Box 7921 101 South Webster Street, 5th Floor Madison WI 53707-7921 RE: Harvest Acres 2nd Addition - Roadway and Utility Development - Village of Plover, Portage County, Wisconsin Dear Mr. Willis: The Village of Plover has reviewed and approved the plans and specifications for a sanitary sewer extension to serve the Harvest Acres 2nd Addition Subdivision. The Village of Plover approval includes approval of lengths of sanitary sewer that exceeds the standard 400-foot manhole spacing. The Village of Plover sewer jetting equipment is capable of cleaning sewer mains with manhole spacing up to 600 feet. Marathon Technical Services, LLC. prepared the plans and specifications for Denyon Homes of Schofield, WI, the owner and developer of the proposed subdivision in the Village of Plover. Sincerely, Lyle Lutz Wastewater System Manager Cc: Gary Wolf, Village President Steve Kunst, Village Administrator Adam Deklyn, Community Development Manager Nicholas Bancuk, P.E., Marathon Technical Services, LLC. Heath Tappe, Denyon Homes Joe Terry, Aecom VILLAGE OF PLOVER 2400 POST ROAD, PO Box 37 PLOVER, WISCONSIN 54467 www.ploverwi.gov General Government 715-345-5250 715-345-5253 FAX President Administrator Treasurer Clerk Community Development Mgr Assessor GIS Manager Fire/EMS Department (Non Emergency) 715-345-5310 (Emergency) 911 Police Department 715-345-5255 Street Department 715-345-5257 WWTP Department 715-345-5259 Water Department 715-345-5254 September10, 2026 Public Water Engineering Section Chief Wisconsin Department of Natural Resources 101 South Webster Street, 5th Floor Madison WI 53707-7921 RE: Harvest Acres 2nd Addition Subdivision Village of Plover, Portage County, Wisconsin Public Water Engineering Section Chief: The Village of Plover has reviewed and approved the plans and specifications for water service extension to serve the Harvest Acres 2nd Addition. This will complete the Harvest Acres Subdivision located at the northeast corner of CTY HWY R and Shady Drive. The Village of Plover approval includes the extension of 8” water main, services, and hydrants. Marathon Technical Services LLC prepared the plans and specifications for Denyon Homes out of Weston, WI, the owner and developer of the Harvest Acres Subdivision expansion in the Village of Plover. Sincerely, Matt Saloun Water System Manager Cc: Gary Wolf, Village President Steve Kunst, Village Administrator Nicholas Bancuk, MTS LLC SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYCOVER SHEET NO SCALESHEET NO.1 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE CIVIL PLANS FOR SHEETS 2-7DETAILSSHEETS 8-9UTILITY CHARTSSHEETS 10-11PLATSHEETS 12-13 EROSION CONTROL PLANSHEET 14SHEET LAYOUTSHEETS 15-24PLAN & PROFILESHEETS 25-45CROSS-SECTIONSSHEETS 46-51INTERSECTIONSSHEETS 52-56GRADING PLANSSHEET 57REMOVALS HARVEST ACRES 2ND ADDITION SUBDIVISION LOCATION MAP PROJECT LOCATION OF A PART OF THE SOUTHWEST 1/4 OF THENORTHWEST 1/4 AND PART OF THE SOUTHEAST1/4 OF THE NORTHWEST 1/4, ALL OF SECTION 36,TOWNSHIP 23 NORTH, RANGE 8 EAST, VILLAGEOF PLOVER, PORTAGE COUNTY, WI SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYEROSION CONTROL DETAILSNO SCALESHEET NO.2 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYUTILITY DETAILS NO SCALESHEET NO.3 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE 2'2' PROPERTY LINE WATERMAIN SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYUTILITY DETAILS NO SCALESHEET NO.4 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE TRACER WIRE SPLICE ELECTRICAL TAPESOLDER RUN CONNECTION SPLICES SHALL BE MADEWITH A WESTERN UNION-TYPE SOLDEREDSPLICE AS SHOWN.TAPE SOLDERED SPLICE WITH ELECTRICALTAPE TO PROTECT CONNECTION.BRANCH WIRE SPLICE ELECTRICAL TAPESOLDER BRANCH CONNECTION SPLICES SHALL BEMADE USING SPLICE SHOWN.THE SPLICE SHALL BE SOLDERED WITH 60-40ROSIN CORE SOLDER AND WRAPPED WITHELECTRICAL TAPE. **ELECTRICAL CONNECTORS SHALL NOT BEUSED FOR TRACER WIRE CONNECTIONS.**ALL WIRE SHALL BE #12 TW SOLID COPPERWIRE WITH BLUE INSULATION. WATERMAIN SANITARY SEWER SEE BRANCH WIRE DETAIL#12 TW SOLID COPPER WIRE WITH BLUE INSULATION TAPED TO SERVICE12' 1" PIGTAIL VALVCO TRACER WIRE ACCESS BOXCOIL 12"-18" OF EXTRAWIRE FROM BOTHLATERALS IN END OF PIPE BLUE TRACER WIREFUTURE CONNECTIONPOINT BY HOUSEPLUMBER TO PIPES ANDTRACER WIRES #12 TW SOLID COPPER WIRE WITH GREENINSULATION TAPED TO SERVICE TRACER WIRE DETAILS SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYDETAILS NO SCALESHEET NO.5 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE CONCRETE LANDING,FLUSH WITHFLOWLINE OF CURBEXTEND 4' OR TOBOTTOM OF DITCH SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYDETAILS NO SCALESHEET NO.6 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE07-29-2024 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYDETAILS NO SCALESHEET NO.7 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE06/28/2024 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYSANITARY SEWER CHARTNO SCALESHEET NO.8 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYLATERAL CHART NO SCALESHEET NO.9 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYPRELIMINARY PLAT NO SCALESHEET NO.10 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE07/30/2024 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYPRELIMINARY PLAT NO SCALESHEET NO.11 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE INTENTIONALLY LEFT BLANK SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYEROSION CONTROL PLAN1" = 150'SHEET NO.12 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE09-09-2026 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYEROSION CONTROL PLAN1" = 150'SHEET NO.13 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE09-09-2026 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYSHEET LAYOUT 1" = 200'SHEET NO.14 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 15 SHEET 20 SHEET 21SHEET 22 SHEET 23SHEET 24 SHEET 16 SHEET 17 SHEET 18SHEET 19 SHEET 16SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGREEN PASTURES TRAIL35+50 TO 40+00 1" = 40' H1" = 4' VSHEET NO.15 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE09-09-2026 SHEET 15 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGREEN PASTURES TRAIL40+00 TO 44+96.21 1" = 40' H1" = 4' VSHEET NO.16 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE09-09-2026 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYSHADY LANE506+50 TO 511+50 1" = 40' H1" = 4' VSHEET NO.17 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 18 SHEET 17SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYSHADY LANE501+50 TO 506+50 1" = 40' H1" = 4' VSHEET NO.18 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 19 SHEET 18 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYSHADY LANE500+00 TO 501+50 1" = 40' H1" = 4' VSHEET NO.19 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 23 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGOOD SHEPHERD TRAIL120+00 TO 124+26.141" = 40' H1" = 4' VSHEET NO.20 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 23 09-09-2026 SHEET 22 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE400+00 TO 403+00 1" = 40' H1" = 4' VSHEET NO.21 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE09-09-20026 SHEET 21 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE403+00 TO 407+00 1" = 40' H1" = 4' VSHEET NO.22 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATESHEET 2309-09-2026 SHEET 20 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE407+00 TO 411+50 1" = 40' H1" = 4' VSHEET NO.23 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATESHEET 24 SHEET 22 09-09-2026 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE411+50 TO 415+87.891" = 40' H1" = 4' VSHEET NO.24 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SHEET 23 09-09-2026 SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGREEN PASTURES TRAIL ANDHANOVER STREET INTERSECTION1" = 30'SHEET NO.46 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGREEN PASTURES TRAIL ANDMORELAND ROAD INTERSECTION1" = 30'SHEET NO.47 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE AND GREENPASTURES TRAIL INTERSECTION1" = 30'SHEET NO.48 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGOOD SHEPHERD TRAIL AND GREENPASTURES TRAIL INTERSECTION1" = 30'SHEET NO.49 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE AND HANOVERSTREET INTERSECTION1" = 30'SHEET NO.50 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYTRINITY LANE AND GOODSHEPHERD TRAIL INTERSECTION1" = 30'SHEET NO.51 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGRADING PLAN 1" = 80'SHEET NO.52 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE THIS IS A CONCEPT MASTER GRADING PLAN TO SHOW THE DIRECTION OF FLOW OF RUNOFF. THE PROPOSEDCONTOURS AND EXACT SIZE OF STORMWATER AREAS WILL BE DETERMINED DURING FINAL DESIGN THIS IS A CONCEPT MASTER GRADING PLAN TO SHOW THE DIRECTION OF FLOW OF RUNOFF. THE PROPOSEDCONTOURS AND EXACT SIZE OF STORMWATER AREAS WILL BE DETERMINED DURING FINAL DESIGN SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGRADING PLAN 1" = 80'SHEET NO.53 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE THIS IS A CONCEPT MASTER GRADING PLAN TO SHOW THE DIRECTION OF FLOW OF RUNOFF. THE PROPOSEDCONTOURS AND EXACT SIZE OF STORMWATER AREAS WILL BE DETERMINED DURING FINAL DESIGN SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGRADING PLAN 1" = 80'SHEET NO.54 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE THIS IS A CONCEPT MASTER GRADING PLAN TO SHOW THE DIRECTION OF FLOW OF RUNOFF. THE PROPOSEDCONTOURS AND EXACT SIZE OF STORMWATER AREAS WILL BE DETERMINED DURING FINAL DESIGN SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGRADING PLAN 1" = 80'SHEET NO.55 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE THIS IS A CONCEPT MASTER GRADING PLAN TO SHOW THE DIRECTION OF FLOW OF RUNOFF. THE PROPOSEDCONTOURS AND EXACT SIZE OF STORMWATER AREAS WILL BE DETERMINED DURING FINAL DESIGN SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYGRADING PLAN 1" = 80'SHEET NO.56 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE SURVEYED: RIVERSIDEDESIGNED: MTSDRAWN BY: NSBAPPROVED: NSBHARVEST ACRES 2ND ADDITION SUBDIVISIONVILLAGE OF PLOVER, PORTAGE COUNTYREMOVAL PLAN 1" = 200'SHEET NO.57 SCALE 4010 ASHLAND AVENUE - WAUSAU, WI 54403PHONE - 715-470-0474MARATHON TECHNICAL SERVICES LLCCONSULTING ENGINEERSREVISION DATE CLEAR AND GRUB BY CONTRACTORSPOIL PILE TO BE MOVED BY OWNER Village of Plover Staff Report Village Board S ubmitted by: Scott Klemm, Public Works Manager Date: September 10th, 202 6 Subject: Crossroad Commons Maintenance contract Background: Village of Plover Public Works Department contracted with Skierka Lawn and Landscape, LLC. for the maintenance of the Crossroad Commons area starting June 1st, 2025-October 31st, 2026. At the time of original approval there was an option to extend the contract with the contractor if all work was acceptable and terms can be agreed upon by both parties. Based on current contract num- bers with the contractor the Village of Plover recommends the approval of the 3 year contract exten- sion with the contractor as outlined in the agreement included in the board packet. Exhibits to include: Exhibit 1: Original 2025 contract Exhibit 2: New 3 year contract Exhibit 3: Skierka price quote sheet Village of Plover 2400 POST ROAD - PO Box 37 - PLOVER, WISCONSIN 54467 www.ploverwi.gov General Offices 715-345-5250 Water Department 715-345-5254 Police Department 715-345-5255 Building Inspection 715-345-5312 WWTP Department 715-345-5259 Fire/EMS Department 715-345-5310 Public Works/Parks Department 715-345-5257 Crossroads Commons Maintenance Agreement This is a contract between the Village of Plover and Skierka Lawn and Landscaping, LLC. for the maintenance of the Crossroads Commons area. The contract term is November 1st, 2026 – October 31st, 2029 (3 years). Contractor will bill the Village monthly ($3,793.75) for all annual costs (annual cost of $45,525.00). All annual costs are listed below at the quoted rates. Any additional work that the Village approves will be billed at the end of the month and charged at a time ($87.00/hour) and material cost. Please remember to get approval prior to any repairs to avoid nonpayment items. Annual cost breakdown: • Annual lawncare costs for one growing season for manicured areas- $19,800.00 • Annual fertilization and weed control costs for one growing season for manicured areas - $6,900.00 • Annual irrigation system start-up, monthly checks and adjustments, and winterization costs for one growing season - $5725.00 • Annual landscape bed turning, weeding, plant trimming, thinning, fall cleanup, debris/trash removal, etc. costs for one growing season - $2,400.00 • Annual two field mowing costs per growing season - $3,200.00 • Annual snow removal of sidewalks costs for one winter season - $7,500.00 Total annual cost -$45,525.00 Additional costs billed monthly as completed and approved: • To dressing of mulch beds in 2026 - $4,000.00 • Deicing of sidewalks as needed - $500.00/application • Hourly rate for time and material work - $87.00/hour • All other costs agreed upon between Village and contractor for necessary repairs – varies ___________________________ ____________________________ Scott Klemm Village of Plover Anthony Skierka Skierka Lawn and Landscape Crossroads Commons Maintenance Pricing This is a contract between the Village of Plover and Skierka Lawn and Landscaping, LLC. for the maintenance of the Crossroads Commons area. The contract term is November 1,2026 – October 31st, 2029 (3 Years). Contractor will bill the Village monthly ($3,793.75) for all annual costs (annual cost of $45,525.00). All annual costs are listed below at the quoted rates. Any additional work that the Village approves will be billed at the end of the month and charged at a time ($87.00/hour) and material cost. Please remember to get approval prior to any repairs to avoid nonpayment items. Annual cost breakdown: • Annual lawncare costs for one growing season for manicured areas- $19,800.00 • Annual fertilization and weed control costs for one growing season for manicured areas -$6900.00 • Annual irrigation system start-up, monthly checks and adjustments, and winterization costs for one growing season - $5725.00 • Annual landscape bed turning, weeding, plant trimming, thinning, fall cleanup, debris/trash removal, etc. costs for one growing season - $2,400.00 • Annual two field mowing costs per growing season - $3,200.00 • Annual snow removal of sidewalks costs for one winter season - $7,500.00 Total annual cost -$45,525.00 Additional costs billed monthly as completed and approved: • To dressing of mulch beds in Even Years - $4,000.00 • Deicing of sidewalks as needed - $500.00/application • Hourly rate for time and material work - $87.00/hour • All other costs agreed upon between Village and contractor for necessary repairs – varies VILLAGE OF PLOVER, WI STAFF REPORT VILLAGE BOARD Submitted By: Steve Kunst, Administrator Date: September 11, 2026 Subject: Special Inspection Services – Public Safety Facilities Background: The State of Wisconsin (as part of the International Building Code) requires special inspections for various aspects of commercial building projects. The Village’s public safety facilities project is required to have special inspection services for structural steel, concrete, masonry, soils, and wind. Per the Village’s procurement policy, multiple quotes were received from qualified inspection agencies. Below is a cost breakdown:  Point of Beginning - $42,990 o They subcontract for steel inspections and indicate it is tough to estimate the number of trips needed for this service ($1,500 per trip). They did provide an estimate of roughly 10 trips.  Intertek PSI - $130,500  ECS Midwest LLC - $108,367 Financial Considerations: As part of the financial planning for this project, a budget estimate of $130,000 was used. Recommendation: I recommend approval to contract with Point of Beginning to complete the projects required special inspections for a fee not to exceed $50,000. Exhibits: Exhibit A – Point of Beginning Quote Exhibit B – Intertek PSI Quote Exhibit C – ECS Quote Village of Plover 2400 Post Rd. Plover, WI 54467 Attention: Steve Kunst Subject: Testing & Inspections Services New Plover Public Safety Facilities Plover, WI ESTIMATE FOR CONCRETE TESTING (Includes air test of plastic concrete, slump test, temperature, casting cylinders) - Technician Time $100.00 / hour 3 hours (Includes Travel Time to site and return, on-site time, and air tests) - Cylinder Pick Up per ASTM Standards, Cylinder Prep $100.00 / hour 0 hours (No pick up charge if POB is onsite the next day) - Concrete Cylinder Compression Test ( Cylinder Breaking) $25.00 / cyl 5 cyls (includes Cylinder Molds) - Proofing Reports $100.00 / hour 0.5 hours $125.00 $50.00 ESTIMATED COST FOR CONCRETE TESTING (Per Trip) $475.00 September 9, 2026 Job #: Invoices to: skunst@ploverwi.gov Unit Estimated Estimated Price Units Cost $300.00 $0.00 Exhibit A Construction Materials Testing ESTIMATE FOR FLOOR FLATNESS/LEVELNESS Unit Estimated Estimated Price Units Cost - Technician Time $100.00 / hour 0 hours $0.00 (Incildes Travel Time to Site and Return and Time On-Site) - Floor Flatness Testing per Panel (max panel = 10,000sq ft) $500.00 / panel 0 panels $0.00 - Reporting $100.00 / hour 0 hour $0.00 ESTIMATE FOR OBSERVATION (Includes, proof roll, Unit Estimated Estimated soil bearing, subgrade checks & FRM) Price Units Cost - Technician Time $125.00 / hour 3 hours $375.00 (Incildes Travel Time to Site and Return and Time On-Site) - DCP tests ( Dynamic Cone Penetrometer) $125.00 / test 0 tests $0.00 - Reporting $125.00 / hour 1 hour $125.00 ESTIMATE FOR NUCLEAR METER COMPACTION TESTING Unit Estimated Estimated (Includes compaction of soil and asphalt) Price Units Cost - Technician time $100.00 / hour 3 hours $300.00 (Includes Travel Time to Site and Return and On-Site Time) - Reporting $100.00 / hour 1 hour $100.00 ESTIMATED COST FOR OBSERVATION (Per Trip) $500.00 ESTIMATED COST FOR COMPACTION TESTING (Per Trip) $400.00 ESTIMATED COST FOR FF-FL TESTING (Per Trip) $0.00 Construction Materials Testing ESTIMATE FOR LAB TESTING Unit Estimated Estimated (Includes Proctors Required for Compaction Testing) Price Units Cost - Modified Proctor - Sand/Silt $150.00 / test 2 test $300.00 - Modified Proctor - Glacial Till/Base Course $165.00 / test 1 test $165.00 - Basecoarse Sieve Analysis $155.00 / test 0 test $0.00 - Sieve Analysis $125.00 / test 0 test $0.00 ESTIMATE FOR SAMPLE PICK UP Unit Estimated Estimated (No charge for cylinder p/u if POB is onsite the day after a pour) Price Units Cost - Sample Pick Up per ASTM Standards $100.00 / hour 0 hours $0.00 CONSTRUCTION MATERIAL TESTING TOTAL 27,990.00$ COST FOR SAMPLE/CYLINDER PICK UP ( trips) - COST FOR LAB TESTING 465.00$ COST FOR OBSERVATION Soil Obs (10 trips) 5,000.00$ COST FOR COMPACTION TESTING (CABC & HMA) (10 trips) 4,000.00$ COST FOR CONCRETE TESTING (25 trips) 18,525.00$ ESTIMATED COST FOR LAB TESTING $465.00 ESTIMATED COST FOR SAMPLE/CYLINDER PICK UP $0.00 COST FOR FLOOR FLATNESS - Construction Materials Testing Respectfully, Firm: Signature: Neil Henriksen Construction Materials Manager neilh@pobinc.com Date: 715.347.1795 The reader may call with questions regarding this unit-price quote. Village of Plover The above costs are based on estimated quantities considering the project scope, assuming 2 hours of time on site per trip will be sufficient to complete the testing. Billing will be based on actual work performed. Proctors will be performed at the above unit costs. Additional work will be performed at rates stated on our current fee schedule. Payment for this work will be due within thirty days after submission of our invoice, following completion of the work. A service charge of 1.5% per month (18.0% per year) will be charged on all remaining balances. The submitted quote will be valid for thirty days after the date of the submission of the proposal. Following the thirty days, we reserve the right to renegotiate the figures if the work has not been authorized within that time period. Please contact Point of Beginning Materials Testing at 715-341-7974 if quantities vary from those given above, or if you want us to quote prices for additional work. Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 www.intertek.com/building Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Mr. Mark Zvitkovits Short Elliott Hendrickson, Inc. 425 West Water Street, Suite 300 Appleton, WI 54911 Re: Proposal for Providing Construction Materials Testing Plover Public Safety 2400 Post Road Plover, Wisconsin Dear Mr. Zvitkovits: Professional Service Industries, Inc. (PSI), an Intertek company, is pleased to present this proposal for providing construction materials testing services associated with the proposed Plover Public Safety project located at 2400 Post Road in Plover, Wisconsin. We have prepared this proposal based on the following: • Project Plans Dated April 10, 2026 • Project Manual Dated April 10, 2026 • PSI Geotechnical Report No. 00942737 Dated September 30, 2025 PROJECT UNDERSTANDING It is understood that the proposed project will consist of the construction of a 30,927 square foot, single-story, police department and a 18,203 square foot, single-story fire department. A partial below grade level may be included along the north side of the police department. It is understood that both structures will be supported by a conventional spread foundation system. It is understood that Wisconsin recently adopted the IBC 1705 Special Inspections. Based on the project Statement of Special Inspections ( SBD-8102), it is understood that periodic structural steel (1705.2), periodic concrete (1705.3), periodic masonry (1705.4), and continuous soils (1705.6) will be required. If a different scope of work is required, it must be requested prior to project beginning. PSI’s Scope of Services will not include: Special Inspections for Wind Resistance (IBC 1715.11) Special Inspections for Fire-Resistant Penetrations and Joints (IBC 1715.18) STATEMENT OF PROJECT SCHEDULES This proposal is founded exclusively upon the scope, requirements, and information detailed within the accompanying documentation. A project schedule was not provided. All timelines, resource estimates, and pricing outlined rely entirely on the accuracy and completeness of these submitted materials. Any deviation, Exhibit B Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 2 www.intertek.com/building omission, or future alteration to these foundational documents may necessitate a revision to the proposed project schedule, scope, and pricing. In addition, if PSI is not provided with a project schedule within these submitted documents in a timely manner prior to the projects beginning, it is understood that PSI can and will only accommodate within reason and allowable resources. SCOPE OF WORK Based on a review of the information provided and PSI’s experience on similar projects, it is anticipated the following testing services will be required. Structural Steel (IBC 1705.2) • Perform visual observations of welded and bolted connections as required by the project specifications. • Perform inspection of bolted connections to document proper bolt size, length, and correct washers and to document the snug tight condition in general accordance with RCSC specifications. • For us to provide these observations, PSI’s inspectors will need assistance from the contractor with safe access to the connections. • If slip critical bolted connections are required, our inspector will work with the erection crews to establish a tensioning and inspection sequence and establish an inspection program during installation of high strength bolts. • Our Certified Welding Inspector (CWI) will also be available to review the contractors Welding Procedure Specifications (WPS) and Welder Certifications and provide periodic inspection of welded connections in general accordance with AWS D1.1 requirements. • Prior to beginning field erection, PSI recommends a pre-construction meeting be held with the contractor, owner, steel erector, and the testing agency to review the requirements of the project. Concrete (IBC 1705.3) • Perform slump testing in accordance with ASTM C143. • Perform air content testing in accordance with ASTM C231 for regular weight concrete. • Record concrete and air temperature at the time cylinders are taken. • Cast, cure and test cylinders. • Transport cylinders to our facilities for laboratory curing. • Perform compressive strength testing of concrete cylinder samples in accordance with ASTM C39. • Perform Concrete Steel Reinforcement Observation Services • Perform Anchor Bolt Observation Services Masonry (IBC 1705.4) • Perform slump testing in accordance with ASTM C143. • Record grout and air temperature at the time samples are taken. • Cast, cure and test grout prisms. • Transport prisms to our facilities for laboratory curing. • Perform compressive strength testing of grout prisms samples in accordance with ASTM C1019. Earthwork (IBC 1705.6) • Observe surface stripping and the condition of the underlying subgrade prior to the placement of new fill or subbase materials. Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 3 www.intertek.com/building • Monitor proofrolling of the exposed subgrades. • Perform moisture-density relationship testing in accordance with ASTM D 1557 (modified proctor) to determine the Proctor maximum dry density and optimum moisture content. • Perform in-place density of compacted fill soils in accordance with ASTM D6938. • Perform testing and observation of shallow foundation excavations. Additional Services (If Requested): RH Testing • If requested, PSI will place in-situ relative humidity probes in the concrete floor slabs at locations selected by the client. After a waiting period of at least 24 hours, one recording will be conducted on the probes. The relative humidity probes will remain in place after testing and PSI will not be responsible for repairing the concrete floor slab at the test locations. • It is understood that access to power will be available within the building and that a generator is not required. Calcium Chloride Testing • If requested, PSI will determine the rate of moisture vapor emitted from the concrete floor slabs using in-situ Calcium Chloride test at the surface of the concrete slab at locations selected by the client. Asphaltic and Concrete Pavement Prior to construction of asphalt and concrete pavement sections, PSI will observe the subgrade soils and monitor proofrolling operations. Samples of proposed granular base course will be obtained for gradation analysis and proctor testing. In place densi ty tests will be performed to document compaction of the granular base. If directed, asphalt cores will also be obtained to document the minimum section thickness specified. During site concrete work, field-testing of concrete will be conducted for air entrainment, slump, and temperature and cast concrete cylinder test specimens. Laboratory Testing Test samples will be collected in the field by PSI’s on -site staff and delivered to our laboratory on a daily basis. PSI Laboratory personnel will log all samples in a project sample logbook, noting the date results are required. PSI’s project manager will coordinate testing procedures and delivery of laboratory reports to the field personnel. REPORT DISTRIBUTION PSI utilizes Construction Hive ™ as an electronic report distribution platform to provide a better experience to clients. The Construction Hive ™ system has powerful report viewing, retrieval and searching capabilities that allow designated users to find information in an efficient and environmental-friendly manner. Upon project set -up, Construction Hive ™ will electronically notify designated users when new reports are posted so they can view, download and forward relevant PSI test reports. In short, Sample Electronic Report Construction Hive™ provides instantaneous access to reports from any internet web browser. Designated users Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 4 www.intertek.com/building can specify how often they receive reports, can establish notification alerts, download reports, and forward reports from Construction HiveTM. SCHEDULE PSI is prepared to begin work within five (5) days upon receiving notice to proceed. We will remain available to respond with at least 72 hours’ notice for any services required. While we will do our best to accommodate shorter timeframes, it is not always feasible, especially during the busier summer and fall seasons. Our project manager will work closely with the project team and the contractor to ensure the timeliness of our services. As noted previously, the work is being performed on a part time bas is, and PSI will only respond to the site when specifically requested to do so with timely notification and acknowledgement of availability. QUALIFICATIONS Local Presence / Global Resources PSI maintains full -service engineering laboratory, inspection, and testing offices throughout Wisconsin. These offices are very large and well equipped with the necessary equipment and workspace to provide comprehensive materials storage and testing for s oils, aggregate, concrete, masonry, fireproofing, steel, and related materials. Further illustrating our depth of operations, PSI recently merged with Intertek, a global provider of quality solutions. With a network of more than 1,000 laboratories and offices in more than 100 countries, Intertek provides auditing, inspection, testing , training, quality assurance and certification by improving the quality and safety of products, assets and processes. PSI is also the largest construction testing firm in Wisconsin. We have the in-house qualifications and personnel to provide the full range of services required for this project. This provides an added benefit to the project team in that all services will be performed and managed by PSI, and we can immediately respond to any project needs. With more than 100 offices nationwide, PSI can easily provide technical, personnel, and equipment resources to projects. In addition, PSI’s laboratory facilities in Pittsburgh, Pennsylvania have very extensive special testing capabilities, and can test a wide variety of innovative or exploratory construction materials. PROJECT FEE SUMMARY It is proposed to accomplish the required work on a unit price basis in accordance with the Schedule of Services and Fees. PSI's actual fees would be determined by the amount of technical time expended for this project and the amount of laboratory testing. However, for budgeting purposes, we have prepared a preliminary budget estimate for each phase of work requested. PSI has estimated the budget as $130,500.00 for the project. Our construction materials testing services will be accomplished on a unit price basis in accordance with the proposed scope of services, PSI fee schedule and our Budgetary Cost Estimate. Our estimate of scope and budget is based on the information provided and our assumptions listed, including our assumption of the construction schedule. If more detailed project information is available, we will be happy to review the additional data and work with you to revise our estimates. Additional testing or other services may be required as the project Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 5 www.intertek.com/building proceeds. The actual testing and services performed will be based on the project requirements and as requested and directed by the Owner’s Representative or General Contractor. Our construction materials testing services will be performed pursuant to the PSI General Conditions, which are enclosed herewith and incorporated into this proposal. PSI’s fees will be determined by the actual amount of technical time expended for this project and the amount of laboratory testing performed. The unit rates contained therein will remain in effect for the duration of the project. Hours worked up to and including 8 hours per day will be billed at the standard rates. Hours worked in excess of 8 hours per day; and on Saturdays; will be billed at an overtime rate of 1.5 times the regular rate. Sundays and PSI holidays will be billed at a premium rate of 2.0 times the regular rate. All rates quoted are inclusive of equipment costs, specialty materials and other incidental expenses. Please note that our services do not include supervision or direction of the actual construction process or work. Also, be aware that neither the presence of our field representative nor the observation and testing by our firm shall imply PSI's responsibility for defects discovered in the construction work. It should be understood that our firm would not be responsible for job or site safety on this project. Job site safety will be the sole responsibility of others. In this proposal, the words "inspecti on" and "verify" are used to mean observation of the work and the conducting of tests by PSI to determine substantial compliance with plans, specifications, and design concepts. The term “continuous”, as stated herein, shall mean the testing representative is on the site and in the general work area during the activity requiring observation and inspection. AUTHORIZATION If this proposal is acceptable to you, PSI will perform the work in accordance with the attached General Conditions that are incorporated into and made a part of this proposal. Please sign below as notice to proceed and return one copy of this proposal in tact to our office. We will proceed with the work upon receipt of authorization. If you have any questions or require additional information, please contact our office at 920-735-1200. We thank you for your business and we look forward to finding ways to grow our partnership, expand our services, and continue Building Better Together. Respectfully submitted, Professional Service Industries, Inc. Patrick Bray Branch Manager Attachments: Proposal Acceptance Form Estimated Budget Fee Schedule – Construction Services General Conditions Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 6 www.intertek.com/building PROPOSAL ACCEPTANCE: AGREED TO, THIS _________ DAY OF _____________________ , 2026 BY (please print): ___________________________________________________ TITLE: ___________________________________________________ COMPANY: ___________________________________________________ SIGNATURE: ___________________________________________________ PROJECT INFORMATION: 1. Project Name: _____________________________________________________________ 2. Project Location: ___________________________________________________________ 3. Your Job No: _____________________ Purchase Order No.: ____________________ 4. Project Manager: ________________________ Telephone No.: ____________________ 5. Site Contact: ___________________________ Telephone No.: ____________________ 6. Distribution of Reports: Name Email Address Report Type Soils/ Foundation Reinforcing Steel Concrete Structural Steel Asphalt and Concrete Pavement 7. Invoicing Address: __________________________________________________________ __________________________________________________________ __________________________________________________________ Attn: __ _______________________________________________________ 8. Other Pertinent Information Or Previous Subsurface Information Available: ________________________________________________________________________ Quantity Unit Rate Total Project Set-up 1 Each 150.00$ 150.00$ Certified Weld Inspector 65 Hour 150.00$ 9,750.00$ Certified Weld Inspector OT 15 Hour 225.00$ 3,375.00$ Structural Steel Vehicle Charge 10 Each 600.00$ 6,000.00$ Certified NDE Technician 0 Hour 150.00$ -$ NDE Equipment Charge 0 Each 175.00$ -$ Secretarial (Scheduling/prepare reports) 5 Hour 40.00$ 200.00$ Engineering Review / Report Distribution 5 Hour 85.00$ 425.00$ Sub-Total 19,900.00$ Engineering Technician 350 Hour 65.00$ 22,750.00$ Engineering Technician OT 85 Hour 97.50$ 8,287.50$ Compressive Strength Cylinder and Mold 290 Each 20.00$ 5,800.00$ Trip Charge 87 Trip 175.00$ 15,225.00$ Engineering Technician Sr. (Post-Installed Anchors) 0 Hour 75.00$ -$ Engineering Technician Sr. OT (Post-Installed Anchors) 0 Hour 112.50$ -$ Equipment Calibration (Post-Installed Anchors) 0 Hour 125.00$ -$ Equipment Daily Cost (Post-Installed Anchors) 0 Day 300.00$ -$ Secretarial (Scheduling/prepare reports) 29 Hour 40.00$ 1,160.00$ Engineering Review / Report Distribution 29 Hour 85.00$ 2,465.00$ Sub-Total 55,687.50$ •Estimated as 1 days at 6 hrs/day for elevated slabs CONSTRUCTION MATERIALS TESTING- ESTIMATE WORKSHEET Project: Plover Public Safety Structural Steel Observation Services (IBC 1705.2) •Estimated as 5 days at 8 hrs/day for Joist and Deck Erection •Estimated as 5 days at 8 hrs/day for Structural Steel Main Frame Erection Concrete Testing Services (IBC 1705.3) •Estimated as 44 days at 6 hrs/day for foundations and foundation walls •Estimated as 13 days at 6 hrs/day for floor slabs •Estimated as 29 days at 3 hrs/day for cylinder pick up •Estimate based on fifty-eight (58) sets of five (5) concrete test cylinders (22 foundations, 22 walls, 13 floor slabs, 1 elevated slabs) Does Not Include Field Cured Cylinders. Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Engineering Technician (sample pick up) 18 Hour 65.00$ 1,170.00$ Engineering Technician Sr. 80 Hour 75.00$ 6,000.00$ Engineering Technician Sr. OT 16 Hour 112.50$ 1,800.00$ Grout Prisms (1 set 4/5000 sq. ft. wall - C1019) 48 Each 25.00$ 1,200.00$ Masonry Prisms (C1314) 0 Each 175.00$ -$ Mortar Cubes (1 set 3/5000 sq. ft. wall - C109) 0 Each 20.00$ -$ Trip Charge 18 Trip 175.00$ 3,150.00$ Masonry Prisms Vehicle Charge 0 Trip 175.00$ -$ Secretarial (Scheduling/prepare reports) 6 Hour 40.00$ 240.00$ Engineering Review / Report Distribution 6 Hour 85.00$ 510.00$ Sub-Total 14,070.00$ Engineering Technician 290 Hour 65.00$ 18,850.00$ Engineering Technician OT 70 Hour 97.50$ 6,825.00$ Trip Charge 49 Trip 175.00$ 8,575.00$ Nuclear Density Gauge 23 Day 50.00$ 1,150.00$ Modified Proctor (ASTM 1557) 4 Each 175.00$ 700.00$ Standard Proctor (ASTM 698) 0 Each 150.00$ -$ Grain Size Analysis (Mechanical) 4 Each 75.00$ 300.00$ Secretarial (Scheduling/prepare reports) 24.5 Hour 40.00$ 980.00$ Engineering Review / Report Distribution 24.5 Hour 85.00$ 2,082.50$ Sub-Total 39,462.50$ Project Engineer 8 Hour 85.00$ 680.00$ Principal Consultant 4 Hour 175.00$ 700.00$ 1,380.00$ Total Estimated Cost 130,500.00$ Earthwork Testing Services (IBC 1705.6) •Estimated as 4 days at 5 hrs/day for subgrade observation/proofrolling for the buidling pad Masonry Observations and Testing Services (IBC 1705.4) •Estimated as 12 days at 8 hrs/day for masonry observations •Estimated as 6 days at 3 hrs/day for grout prisms sample pick up Final Testing Summary Report •Estimated as 22 days at 5 hrs/day for foundation subgrade observation and testing •Estimate based on 12 sets of 4 grout prisms •Estimated as 1 days at 8 hrs/day for Project Engineering Review •Estimated as 1 days at 4 hrs/day for Professional Engineering Review •Estimated as 8 days at 10 hrs/day for subgade preparation and fill compaction testing for the buidling pad •Estimated as 10 days at 10 hrs/day for foundation wall compaction testing •Estimated as 5 days at 10 hrs/day for floor subbase compaction testing Engineering Technician 60 Hour 65.00$ 3,900.00$ Engineering Technician OT 18 Hour 97.50$ 1,755.00$ Trip Charge 14 Trip 175.00$ 2,450.00$ Nuclear Density Gauge 8 Day 50.00$ 400.00$ Compressive Strength Cylinder and Mold 10 Each 20.00$ 200.00$ Secretarial (Scheduling/prepare reports) 6.5 Hour 40.00$ 260.00$ Engineering Review / Report Distribution 6.5 Hour 85.00$ 552.50$ Sub-Total 9,517.50$ Senior Engineering Technician 75 Hour 75.00$ 5,625.00$ Engineering Technician Sr. OT 15 Hour 112.50$ 1,687.50$ Trip Charge 18 Trip 175.00$ 3,150.00$ RH Smart Sensors 54 Each 75.00$ 4,050.00$ pH Tests 54 Each 15.00$ 810.00$ Calcium Chloride Tests (MVER) 0 Each 50.00$ -$ Secretarial (Scheduling/prepare reports) 9 Hour 40.00$ 360.00$ Engineering Review / Report Distribution 9 Hour 85.00$ 765.00$ Sub-Total 16,447.50$ RH/pH Testing of Concrete Floors (If Requested) Exterior Pavement (If Requested) •Estimated as 3 days at 5 hrs/day for subgrade observation/proofrolling •Estimated as 54 probes and 18 days at 5 hrs/day for installation and reading Additional Services if Requested •Estimated as 6 days at 5 hrs/day for subgrade and basecourse compaction testing •Estimated as 2 days at 5 hrs/day for exterior concrete •Estimated as 1 days at 3 hrs/day for cylinder pick up•Estimate based on two (2) sets of 5 exterior concrete test cylinders. DOES NOT INCLUDE FIELD CURED CYLINDERS •Estimated as 2 days at 10 hrs/day for asphalt compaction testing Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 7 www.intertek.com/building Schedule of Services and Fees - Construction Materials Testing Technical Services Engineering services for field observations, test evaluation, report preparation and review, contract administration, supervision job-site meetings and consultation. Principal Consultant Per Hour $ 175.00 Principal Engineer Per Hour $ 125.00 Project Engineer Per Hour $ 85.00 Project Manager Per Hour $ 85.00 Staff Engineer/Project Specialist Per Hour $ 85.00 Secretarial Per Hour $ 40.00 Field Testing Service Technical services for on-site monitoring, testing and inspection. Engineering Technician Services Per Hour $ 65.00 1. Soil – sampling/density testing 2. Concrete – sampling/testing 3. Mortar/Grout – sampling/testing 4. Asphalt sampling/density testing Senior Engineering Technician Services Per Hour $ 75.00 1. Shallow footing and subgrade inspection 2. Soil Stabilization inspection 3. Drilled pier/pile inspection 4. Reinforcing steel inspection 5. Post-Tension inspection 6. Masonry inspection 7. Fire-Proofing testing 8. Floor Flatness testing Structural Steel/NDE Technician Services 1. Certified welding inspector/ICC structural inspector Per Hour $ 150.00 Visual weld, bolt torque and shear stud 2. Non-destructive evaluation of welds, UT, MP and PT. Per Hour $ 175.00 3. Structural Steel Trip Charge Per Day $ 600.00 Support vehicle/Trip charge Per Day $ 175.00 Nuclear density gauge charge Per Day $ 50.00 Floor Flatness equipment Per Day $ 200.00 NDE equipment Per Day $ 150.00 Windsor Probe equipment & probes Per Day $ 75.00 + $20.00 ea Asphalt/Concrete Coring equipment Per Day $ 250.00 Dimond bit core charge Per Inch $ 10.00 Concrete Cylinder Molds, 6x12” / 4x8” Per Box $ 50.00 Laboratory Testing Services Concrete cylinder Compression test, (ASTM C39) Cylinders cast by PSI, 4x8 / 6x12 Each $ 20.00 Cylinders cast by others Each $ 25.00 Cylinder trimming/grinding charge, when required Each $ 10.00 Mortar Cube Compression test (ASTM C780) Each $ 20.00 Grout Prism Compression test, (ASTM C1019) Each $ 25.00 Masonry Prism Compression test, (ASTM C1314) Each $ 175.00 Concrete Core Testing, (ASTM C42) Each $ 75.00 Moisture content (ASTM D2216) Each $ 10.00 Organic content, (ASTM D2736) Each $ 50.00 Percent Finer No. 200 Sieve (ASTM D1140) Each $ 50.00 Sieve Analysis (ASTM C136/C117) Each $ 75.00 Hydrometer Test (ASTM D422) Each $ 150.00 Atterberg Limit test (ASTM D4318) Each $ 100.00 Proctor Test- Std / Mod. (ASTM D698 / ASTM D1557) Each $ 150.00 / $175.00 CBR, 3pt. proctor not included (ASTM D1883) Each $ 450.00 HMA Core Thickness & Specific Gravity (ASTM D2726) Each $ 50.00 HMA Maximum Specific gravity (ASTM D2041) Each $ 150.00 HMA Extraction/Gradation (ASTM D2172/D5444) Each $ 300.00 SFRM Density (ASTM E605) or Cohesion/Adhesion (ASTM E736) Each $ 50.00 Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 8 www.intertek.com/building CONSTRUCTION SERVICES FEE SCHEDULE NOTES Unit prices attached are in effect for six (6) months from the date of this proposal. Services and fees not listed above will be quoted upon request. The above unit prices are subject to 5 (%) percent increase one (1) year from the date of this proposal, and annually thereafter. Services will be charged on a whole hourly basis from the time the engineer or technician leaves the office until he/she returns from the project (portal to portal). All field services will be billed a three (3) hour minimum per trip. Scheduling of field testing and observation services is required no less than 4:00 pm the working day prior to the date services are to be performed. Same day services will be billed at 1.5 times the applicable hourly rate according to availability of pers onnel. Services cancelled without advance and/or inadequate notice will be assessed a minimum 4-hour charge. Overtime rates are applicable for services performed more than 8 hours per day Monday through Friday, before 7:00 AM or after 5:00 PM, and for all hours worked on Saturdays. The overtime rate is 1.5 times the applicable hourly unit rate. Sundays and PSI holidays will be billed at a rate of 2.0 times the hourly rate . Surcharges for laboratory services during overtime hours or for expedited results may apply. Transportation and per diem are charged at the applicable rates. Rates involving mileage (including transportation, mobilization, vehicle, and trip charges) are subject to change based upon increases in the national average gasoline price. A fuel surcharge shall be applied to invoices to offset the increase in fuel prices. Increases shall be made no more often than monthly. A per diem charge, if applicable, will be added. For all PSI services, a project management/engineering review charge of at least 0.5 hour and clerical time of 0.5 hour will be billed for all reports issued for the scheduling & supervision of personnel and the evaluation & review of data and reports. A project set-up charge of $150.00 applies to each project. A 100-pound sample of each proposed fill material must be received in PSI lab five (5) days prior to use to perform the necessary laboratory testing. Less than this time for laboratory testing may result in a “rush” charge of 1.5 times the regular rate. Charges for re -inspections or retests are not included in this estimate and will be invoiced at the unit rates included herein. Project-specific safety training courses and drug screen testing will be invoiced at applicable hourly rates. PSI reserves the right to withhold all reports until we receive a signed Proposal Acceptance or other acceptable written authorization to proceed with the work as outlined. Issuance of Final Reports is subject to full payment of outstanding invoices. Certificate of insurance cannot be provided without a signed contract. All fees and services are provided in accordance with the attached PSI General Conditions. Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 9 www.intertek.com/building GENERAL CONDITIONS 1. PARTIES AND SCOPE OF WORK : Professional Service Industries Inc. (“PSI”) shall include said company or its particular division, subsidiary or affiliate performing the work. “Work” means the specific service to be performed by PSI as set forth in PSl’s proposal, Client’s acceptance thereof and these General Conditions. Additional work ordered by Client shall also be subject to these General Conditions. “Client” refers to t he person or business entity ordering the work to be done by PSI. If Client is ordering the work on behalf of another, Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work. Unless otherwise stated in writing, Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and sufficient for Client’s intended purpose. Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI’s work. PSI shall have no duty or obligation to any third party greater than that set forth in PSI’s proposal, Client’s acceptance thereof and these General Conditions. The ordering of work from PSI, or the reliance on any of PSI’s work, shall constitute acceptance of the terms of PSI’s proposal and these General Conditions, regardless of the terms of any subsequently issued document. 2. TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed by PSI or others to be timely and properly performed in accordance with the plans, specifications and contract documents and PSI’s recommendations. No claims f or loss, damage or injury shall be brought against PSI by Client or any third party unless all tests and inspections have been so performed and unless PSI’s recommendations have been followed. Client agrees to indemnify, defend and hold PSI, its officers, employees and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney’s fees in the event that all such tests and inspections are not so performed or PSl’s recommendations are not so followed. 3. PREVAILING WAGES : This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship requirements. In addition, unless explicitly agreed to in the body of this proposal, this proposal specificall y excludes compliance with any state or federal prevailing wage law or associated requirements, including the Davis Bacon Act. It is agreed that no applicable prevailing wage classification or wage rate has been provided to PSI, and that all wages an d cost estimates contained herein are based solely upon standard, non -prevailing wage rates. Should it later be determined by the Owner or any applicable agency that in fact prevailing wage applies, then it is agreed t hat the contract value of this agreement shall be equitably adjusted to account for such changed circumstance. Client will reimburse, defend, indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing wage regulations cover the Proj ect, including all costs, fines and attorney’s fees. 4. SCHEDULING OF WORK: The services set forth in PSI’s proposal and Client’s acceptance will be accomplished by PSI personnel at the prices quoted. If PSI is required to delay commencement of the work or if, upon embarking upon its work, PSI is required to stop or interrupt the progress of its work as a result of changes in the scope of the work requested by Client, to fulfill the requirements of third parties, interruptions i n the progress of construction, or other causes beyond the direct reasonable control of PSI, additional charges will be applicable and payable by Client. 5. ACCESS TO SITE: Client will arrange and provide such access to the site and work as is necessary for PSI to perform the work. PSI shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment. 6. CLIENT’S DUTY TO NOTIFY ENGINEER: Client warrants that it has advised PSI of any known or suspected hazardous materials, utility lines and pollutants at any site at which PSI is to do work, and unless PSI has assumed in writing the responsibility of locating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify and save PSI harmless from all claims, suits, losses, costs and expenses, including reasonable attorney’s fees as a result of personal injury, death or property dam age occurring with respect to PSI’s performance of its work and resulting to or caused by contact with subsurface or latent objects, structures, lines or conduits where the actual or potential presence and location thereof were not revealed to PSI by Client. 7. RESPONSIBILITY: PSI’s work shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. PSI shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or welfare. PSI’s work or failure to perform same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance, including any policies required of Client’s contractors or subcontractors, covering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor’s work. 8. SAMPLE DISPOSAL: Test specimens will be disposed immediately upon completion of the test. All drilling samples will be disposed sixty (60) d ays after submission of PSI’s report. 9. PAYMENT: The quantities and fees provided in this proposal are PSI’s estimate based on information provided by Client and PSI’s experience on similar projects. The actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule. Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each invoice within thirty (30) days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thi rty (30) day period at the rate of eighteen (18) percent per annum (or the maximum interest rate permitted under applicable law), until paid. Client agrees to p ay PSI’s cost of collection of all amounts due and unpaid after thirty (30) days, including court costs and reasonable attorney’s fees. PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this agreement, any provision wherein PSI waives any rights to a mechanics’ lien, or any provision conditioning PSI’s right to receive payment for its work upon payment to Client by any third party. These General Conditions are notice, where required, that PSI shall file a lien whenever necessary to collect past due amounts. Failure to make payment wi thin 30 days of invoice shall constitute a release of PSI from any and all claims which Client may have, whether in tort, contract or otherwise, and whethe r known or unknown at the time. 1 B-900-11(14) 9/17 Proposal Number: 0094-482472 Plover Public Safety July 8, 2026 Page 10 www.intertek.com/building GENERAL CONDITIONS 10. ALLOCATION OF RISK: CLIENT AGREES THAT PSI’S SERVICES WILL NOT SUBJECT PSI’S INDIVIDUAL EMPLOYEES, OFFICERS OR DIRECTORS TO ANY PERSONAL LIABILITY, AND THAT NOTWITHSTANDING ANY OTHER PROVISION OF THIS AGREEMENT, CLIENT AGREES THAT ITS SOLE AND EXCLUSIVE REMEDY SHALL BE TO DIRECT OR ASSERT ANY CLAIM, DEMAND, OR SUIT ONLY AGAINST PSI. SHOULD PSI OR ANY OF ITS EMPLOYEES BE FOUND TO HAVE BEEN NEGLIGENT IN THE PERFORMANCE OF ITS WORK, OR TO HAVE MADE AND BREACHED ANY EXPRESS OR IMPLIED WARRANTY, REPRESENTATION OR CONTRACT, CLIENT, ALL PARTIES CLAIMING THROUGH CLIENT AND ALL PARTIES CLAIMIN G TO HAVE IN ANY WAY RELIED UPON PSI’S WORK AGREE THAT THE MAXIMUM AGGREGATE AMOUNT OF THE LIABILITY OF PSI, ITS OFFICERS, EMPLOYEES AND AGENTS SHALL BE LIMITED TO $25,000.00 OR THE TOTAL AMOUNT OF THE FEE PAID TO PSI FOR ITS WORK PERFORMED ON THE PROJECT, WHICHEVER AMOUNT IS GREATER. IN THE EVENT CLIENT IS UNWILLING OR UNABLE TO LIMIT PSI’S LIABILITY IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THIS PARAGRAPH, CLIENT MAY, UPON WRITTEN REQUEST OF CLIENT RECEIVED WITHIN FIVE DAYS OF CLIENT’S ACCEPTANCE HER EOF, INCREASE THE LIMIT OF PSI’S LIABILITY TO $250,000.00 OR THE AMOUNT OF PSI’S FEE PAID TO PSI FOR ITS WORK ON THE PROJECT, WHICHEVER IS THE GREATER, BY AGREEING TO PAY PSI A SUM EQUIVALENT TO AN ADDITIONAL AMOUNT OF 5% OF THE TOTAL FEE TO BE CHARGED FOR PSI’S SERVICES. THIS CHARGE IS NOT TO BE CONSTRUED AS BEING A CHARGE FOR INSURANCE OF ANY TYPE, BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY INVOLVED. IN ANY EVENT, ATTORNEY’S FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE AMOUNT AVAILABLE, AND ONLY ONE SUCH AMOUNT WILL APPLY TO ANY PROJECT. NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT, TORT (INCLUDING NEGLIGENCE AND BREACH OF STATUTORY DUTY) OR OTHERWISE FOR LOSS OF PROFIT (WHETHER DIRECT OR INDIRECT) OR FOR ANY INDIRECT, CONSEQUENTIAL, PUNITIVE, OR SPECIAL LOSS OR DAMAGE, INCLUDING WITHOUT LIMITATION LOSS OF PROFITS, REVENUE, BUSINESS, OR ANTICIPATED SAVINGS (EVEN WHEN ADVISED OF THEIR POSSIBILITY). NO ACTION OR CLAIM, WHETHER IN TORT, CONTRACT, OR OTHERWISE, MAY BE BROUGHT AGAINST PSI, ARISING FROM OR RELATED TO PSI’S WORK, MORE THAN TWO YEARS AFTER THE CESSATION OF PSI’S WORK HEREUNDER, REGARDLESS OF THE DATE OF DISCOVERY OF SUCH CLAIM. 11. INDEMNITY: Subject to the above limitations, PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims, suits, costs and expenses including reasonable attorney’s fees and court costs to the extent arising out of PSI’s negligence as finally determined by a court of law. Client shall provide the same protection to the extent of its negligence. In the event that Client or Client’s principal shall bring any suit, cause of action, claim or counterclaim against PSI , the Client and the party initiating such action shall pay to PSI the costs and expenses incurred by PSI to investigate, answer and defend it, including reasonable attorney’s and witness fees and court costs to the extent that PSI shall prevail in such suit. 12. TERMINATION: This Agreement may be terminated by either party upon seven days’ prior written notice. In the event of termination, PSI sh all be compensated by Client for all services performed up to and including the termination date, including reimbursable expenses. 13. EMPLOYEES/WITNESS FEES: PSI’s employees shall not be retained as expert witnesses except by separate, written agreement. Client agrees to pay PSI’s legal expenses, administrative costs and fees pursuant to PSI’s then current fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of any work performed under this agreement, Client agrees not to solicit, recruit, or hire any PSI emplo yee or person who has been employed by PSI within the previous twelve months. In the event Client desires to hire such an individual, Client agrees that it shall seek the written consent of PSI, and shall pay PSI an amount equal to one-half of the employee’s annualized salary, without PSI waiving other remedies it may have. 14. FIDUCIARY: PSI is not a financial advisor, does not provide financial advice or analysis of any kind, and nothing in our reports can c reate a fiduciary relationship between PSI and any other party. 15. RECORDING: Photographs or video recordings of the Client’s own project may be taken by and used for the Client’s own internal purposes. Photographs or video recordings may not be used for marketing or publicity, or distributed to a third party or otherwise published without PSI’s prior review and consent in writing. Taking photographs of other Clients’ samples, test setups, or facilities, or recording in any manner any test specimen other than the test specimen related to the Client’s project is prohibi ted; and the Client agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently. The Client shall defend, hold harmless, and indemnify PSI for any breach of this clause. 16. CHOICE OF LAW AND EXCLUSIVE VENUE : All claims or disputes arising or relating to this agreement shall be governed by, construed, and enforced in accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in Cook County, Illinois, or the Federal Court for the Northern District of Illinois. 17. PROVISIONS SEVERABLE: The parties have entered into this agreement in good faith, and it is the specific intent of the parties that the terms of these General Conditions be enforced as written. In the event any of the provisions of these General Conditions should be found to be unenforceable, it shall be stricken and the remaining provisions shall be enforceable. 18. ENTIRE AGREEMENT: This agreement constitutes the entire understanding of the parties, and there are no representations, warranties or undertakings made other than as set forth herein. This agreement may be amended, modified or terminated only in writing, signed by each of the parties hereto. 2 B-900-11(14) 9/17 ECS Proposal No. 59:8249 Page 1 of 8 ECS Midwest, LLC (“ECS”) is pleased to provide the professional services outlined in the scope of services below. The parties executing this agreement on behalf of ECS and Client respectively, hereby represent and warrant to the other party that they have full autho rity to execute this Agreement. By signing below, Client confirms Client’s authorization for the services requested, and Client’s agreement to the incorporated Terms and Conditions under which the services will be provided, a copy of which are attached hereto and incorporated herein by reference. PROJECT INFORMATION Project Name: Plover Public Safety ECS Proposal No: 59:8249 Street Address: 2400 Post Road City, State Zip code: Plover, Wisconsin 54467 CLIENT INVOICE INFORMATION Client Firm/Entity: Village of Plover Attn: Steve Kunst Address: 2400 Post Road Phone: (715) 345-5250 x126 City, State Zip code: Plover, Wisconsin 54467 Email: skunst@ploverwi.gov ESTIMATED FEES CONSTRUCTION MATERIALS TESTING SERVICES FIELD SERVICES: Quantity Total Units Rate Units Fee Site Police Station Subgrade Observation below Footings 13 trips 1.5 hours/trip 19.5 hours $70.00 / hour $ 1,365.00 Police Station Foundation Backfill 11 trips 1.5 hours/trip 16.5 hours $65.00 / hour $ 1,072.50 Police Station Below Slab Fill 3 trips 1.5 hours/trip 4.5 hours $65.00 / hour $ 292.50 Fire Station Subgrade Observation below Footings 8 trips 1.5 hours/trip 12 hours $70.00 / hour $ 840.00 Fire Station Foundation Backfill 10 trips 1.5 hours/trip 15 hours $65.00 / hour $ 975.00 Fire Station Below Slab Fill 3 trips 1.5 hours/trip 4.5 hours $65.00 / hour $ 292.50 Sample Pickup 2 trips 0.5 hours/trip 1 hour $65.00 / hour $ 65.00 Concrete Police Station Concrete Reinforcement Inspection 35 trips 0.5 hours/trip 17.5 hours $65.00 / hour $ 1,137.50 Police Station Footings 15 trips 1.5 hours/trip 22.5 hours $65.00 / hour $ 1,462.50 Police Station Foundation Walls/Piers 13 trips 1.5 hours/trip 19.5 hours $65.00 / hour $ 1,267.50 Police Station Building Slab on Grade 5 trips 4 hours/trip 20 hours $65.00 / hour $ 1,300.00 Police Station Elevated /Basement Building Slab 2 trips 1.5 hours/trip 3 hours $65.00 / hour $ 195.00 Police Station Concrete Cylinder Pickup 35 trips 0.5 hours/trip 17.5 hours $65.00 / hour $ 1,137.50 Fire Station Concrete Reinforcement Inspection 23 trips 0.5 hours/trip 11.5 hours $65.00 / hour $ 747.50 Fire Station Footings 8 trips 1.5 hours/trip 12 hours $65.00 / hour $ 780.00 Fire Station Foundation Wall 10 trips 1.5 hours/trip 15 hours $65.00 / hour $ 975.00 Fire Station Slab on Grade 3 trips 1.5 hours/trip 4.5 hours $65.00 / hour $ 292.50 Fire Exterior Pavement 1 trip 1.5 hours/trip 1.5 hours $65.00 / hour $ 97.50 Fire Station Elevated Building Slab 2 trips 1.5 hours/trip 3 hours $65.00 / hour $ 195.00 ECS MIDWEST, LLC 3315 French Road, De Pere, WI 54115  T: (920) 347-9040 AUTHORIZATION FOR PROFESSIONAL SERVICES Exhibit C ECS Proposal No. 59:8249 Page 2 of 8 Fire Station Cylinder Pick up 24 trips 0.5 hours/trip 12 hours $65.00 / hour $ 780.00 Special Inspections/Testing Police Station Structural Steel Inspection 3 trips 4 hours/trip 12 hours $110.00 / hour $ 1,320.00 Police Station Masonry Inspection 3 trips 2 hours/trip 6 hours $70.00 / hour $ 420.00 Fire Station Structural Steel Inspection 2 trips 4 hours/trip 8 hours $110.00 / hour $ 880.00 Fire Station Masonry Inspection 1 trip 2 hours/trip 2 hours $70.00 / hour $ 140.00 Travel and Equipment Travel Time 176 trips 3.25 hours/trip 572 hours $65.00 / hour $ 37,180.00 Mileage 26,400 miles $0.85 / mile $ 22,440.00 Concrete Equipment Rental 59 days $27.00 / day $ 1,593.00 DCP Rental 21 days $38.00 / day $ 798.00 Nuclear Gauge Rental 27 days $55.00 / day $ 1,485.00 FIELD SERVICES: Subtotal: $ 81,526.00 LABORATORY TESTING Quantity Total Units Rate Units Fee Soils Modified Proctor ASTM D1557 2 tests $185.00 / test $ 370.00 Percentage Passing #200 (ASTM D1140) 2 tests $70.00 / test $ 140.00 Concrete Compressive Strength, Concrete Cylinders 63 sets 5 cylinders/set 315 cylinders $17.00 / each $ 5,355.00 Compressive Strength, Grout Prisms 4 sets 4 prisms/set 16 prisms $21.00 / each $ 336.00 LABORATORY TESTING Subtotal: $ 6,201.00 ENGINEERING/PROJECT MANAGEMENT Quantity Total Units Rate Units Fee Principal Engineer (P .E.) 25 hours $175.00 / hour $ 4,375.00 Project Manager 42.5 hours $110.00 / hour $ 4,675.00 Administrative Associate 25 hours $48.00 / hour $ 1,200.00 ENGINEERING/PROJECT MANAGEMENT Subtotal: $ 10,250.00 CONSTRUCTION MATERIALS TESTING ESTIMATED TOTAL: $ 97,977.00 BUILDING SCIENCE TESTING & INSPECTION SERVICES FIELD SERVICES: Quantity Total Units Rate Units Fee Special Inspections/Testing Firestop Visual Condition 4 Trip 6 hours/trip 24 hours $125.00 / hour $ 3,000.00 Firestop Destructive Testing (PM) 2 trip 6 hours/trip 12 hours $150.00 / hour $ 1,800.00 Firestop Destructive Testing (Tech) 2 Trip 6 Hours/trip 12 Hours $100.00 / hour $ 1,200.00 Travel and Equipment Travel Time 6 trips 4 hours/trip 24 hours $65.00 / hour $ 1,560.00 Mileage 1,800 miles $0.85 / mile $ 1,530.00 FIELD SERVICES: Subtotal: $ 9,090.00 ECS Proposal No. 59:8249 Page 3 of 8 ENGINEERING/PROJECT MANAGEMENT Quantity Total Units Rate Units Fee Principal Engineer (P .E.) 4 hours $175.00 / hour $ 700.00 Project Manager 4 hours $150.00 / hour $ 600.00 ENGINEERING/PROJECT MANAGEMENT Subtotal: $ 1,300.00 BUILDING SCIENCE TESTING & INSPECTION SERVICES ESTIMATED TOTAL: $ 10,390.00 TOAL ESTIMATED FEES: $108,367.00 CONSTRUCTION MATERIALS TESTING PROFESSIONAL FEES FIELD SERVICES: Unit Rate 1. Field Technician $ 65.00/hour 2. Senior Field Technician $ 70.00/hour 3. Nuclear Gauge Rental $ 55.00/day 4. DCP Rental $ 38.00/day 5. Concrete Equipment Rental $ 27.00/day 6. Mileage $ 0.85/mile LABORATORY TESTING 1. Standard Proctor (ASTM D698) $ 165.00/test 2. Modified Proctor ASTM D1557 $ 185.00/test 3. Maximum/Minimum Relative Density (ASTM D4353/D4354) $ 150.00/test 4. Sieve Analysis, incl. finer than #200 (washed) $ 105.00/test 5. Percentage Passing #200 (ASTM D1140) $ 70.00/test 6. Natural Moisture Content (ASTM D2216, AASHTO T265) $ 20.00/test 7. Atterberg Limits Testing (ASTM D4318) $ 95.00/test 8. Porous Falling Head Permeability, ASTM D5084 Method B $ 400.00/each 9. Compressive Strength, Concrete Cylinders $ 17.00/each 10 . Compressive Strength Cylinders (Cast by Others) $ 40.00/each 11. Compressive Strength, Grout Prisms $ 21.00/each 12 . Compressive Strength, Grout Cubes $ 21.00/each ENGINEERING/PROJECT MANAGEMENT 1. Senior Principal Engineer $ 260.00/hour 2. Principal Engineer (P .E.) $ 175.00/hour 3. Project Manager $ 110.00/hour 4. Assistant Project Manager $ 90.00/hour 5. Administrative Associate $ 48.00/hour ECS Proposal No. 59:8249 Page 4 of 8 Work Authorized By: Signature: Date: Print Name: Title: Firm: Signatory warrants his/her authority to bind the entity represented For ECS Midwest, LLC Date: 09/11/2026 Date: 09/11/2026 Troy A Vetort Shreyas Chamanthula Office Manager CMT Staff Project Manager I ECS Proposal No: 59:8249 Page 5 of 8 Ver. 01/01/2026 ECS MIDWEST, LLC TERMS AND CONDITIONS OF SERVICE The professional services (the “Services”) to be provided by ECS MIDWEST, LLC (“ECS”) pursuant to the Proposal shall be provi ded in accordance with these Terms and Conditions of Service (“Terms”), including any addenda as may be incorporated or referenced in writing and shall form the Agreement between ECS and CLIENT. 1.0 INDEPENDENT CONSULTANT STATUS - ECS shall serve as an independent professional consultant to CLIENT for Services on the Project and shall have control over, and responsibility for, the means and methods for providing the Services identified in the Proposal, including the retention of Subcontractors and Subconsultants 2.0 SCOPE OF SERVICES - It is understood that the fees, reimbursable expenses and time schedule defined in the Proposal are based on information prov ided by CLIENT and/or CLIENT’S, agents, contractors and consultants (“Contractors”). CLIENT acknowledges that if this information is not current, is incomplete or inaccurate, if conditions are discovered that could not be reasonably foreseen, or if CLIENT orders additional services, the scope of services will change, even while the Services a re in progress. 3.0 STANDARD OF CARE 3.1 In fulfilling its obligations and responsibilities enumerated in the Proposal, ECS shall be expected to comply with and its p erformance evaluated in light of the standard of care expected of professionals in the industry performing similar services on proj ects of like size and complexity at that time in the region (the “Standard of Care”). Nothing contained in the Proposal, the agreed -upon scope of Services, these Terms or any ECS report, opinion, plan or other document prepared by ECS shall constitute a wa rranty or guarantee of any nature whatsoever. 3.2 CLIENT understands and agrees that ECS will rely on the facts learned from data gathered during performance of Services as we ll as those facts provided by the CLIENT and/or CLIENT’S contractors and consultants. CLIENT acknowledges that such data collection is limited to specific areas that are sampled, bored, tested, observed and/or evaluated. Consequently, CLIENT waives any and all claims based upon erroneous facts provided by the CLIENT, facts subsequently learned or regarding conditions in areas not specifically sampled, bored, tested, observed or evaluated by ECS. 3.3 If a situation arises that causes ECS to believe compliance with CLIENT’S directives would be contrary to sound engineering practices, would violate applicable laws, regulations or codes, or will expose ECS to legal claims or charges, ECS shall so advise CLIENT. If ECS’s professional judgment is rejected, ECS shall have the right to terminate its Services in accordance with the provisions of Section 25.0, below. 3.4 If CLIENT decides to disregard ECS’s recommendations with respect to complying with applicable laws or regulations, ECS shall determine if applicable law requires ECS to notify the appropriate public officials. CLIENT agrees that such determinations are ECS’s sole right to make. 4.0 CLIENT DISCLOSURES 4.1 Where the Services requires ECS to penetrate a surface, CLIENT shall furnish and/or shall direct CLIENT’S or CLIENT’S Contrac tors to furnish ECS information identifying the type and location of utility lines and other man-made objects known, suspected, or assumed to be located beneath or behind the Site's surface. ECS shall be entitled to rely on such information for completeness and accuracy without further investigation, analysis, or evaluation. 4.2 “Hazardous Materials” shall include but not be limited to any substance that poses or may pose a present or potential hazard to human health or the environment whether contained in a product, material, by -product, waste, or sample, and whether it exists in a solid, liquid, semi -solid or gaseous form. CLIENT shall notify ECS of any known, assumed, or suspected regulated, contaminated, or other similar Hazardous Materials that may exist at the Site prior to ECS mobilizing to the Site. 4.3 If any Hazardous Materials are discovered or are reasonably suspected by ECS after its Services begin, ECS shall be entitled to amend the scope of Services and adjust its fees or fee schedule to reflect any additional work or personal protective equipment and/or safety precautions required by the existence of such Hazardous Materials. 5.0 INFORMATION PROVIDED BY OTHERS - CLIENT waives, releases and discharges ECS from and against any claim for damage, injury or loss allegedly arising out of or in connection with errors, omissions, or inaccuracies in documents and other information in any form provided to ECS by CLIENT or C LIENT’s Contractors, including such information that becomes incorporated into ECS documents. 6.0 CONCEALED RISKS - CLIENT acknowledges that special risks are inherent in sampling, testing and/or evaluating concealed conditions that are hidd en from view and/or neither readably apparent nor easily accessible, e.g., subsurface conditions, conditions behind a wall, beneath a floor, or above a ceiling. Such circumstances require that certain assumptions be made regarding existing conditions, which may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of a bu ilding or component thereof. Accordingly, ECS shall not be responsible for the verification of such conditions unless verification can be made by simple visual observation. CLIENT agrees to bear any and all costs, losses, damages and expenses (including, but not limited to, the cost of ECS’s additional services) in any way arising from or in connection with the existence or discovery of such concealed or unknown conditions. 7.0 RIGHT OF ENTRY/DAMAGE RESULTING FROM SERVICES 7.1 CLIENT warrants that it possesses the authority to grant ECS right of entry to the site for the performance of Services. CLI ENT hereby grants ECS and its agents, subcontractors and/or subconsultants (“Subconsultants”), the right to enter from time to time onto the property in order for ECS to perform its Services. CLIENT agrees to indemnify and hold ECS and its Subconsultants harmless from any claims arising from allegations that ECS trespassed or lacked authority to access the Site. 7.2 CLIENT warrants that it possesses all necessary permits, licenses and/or utility clearances for the Services to be provided b y ECS except where ECS’s Proposal explicitly states that ECS will obtain such permits, licenses, and/or utility clearances. 7.3 ECS will take reasonable precautions to limit damage to the Site and its improvements during the performance of its Services. CLIENT understands that the use of exploration, boring, sampling, or testing equipment may cause damage to the Site. The correct ion and restoration of such common damage is CLIENT’S responsibility unless specifically included in ECS’s Proposal. 7.4 CLIENT agrees that it will not bring any claims for liability or for injury or loss against ECS arising from (i) procedures a ssociated with the exploration, sampling or testing activities at the Site, (ii) discovery of Hazardous Materials or suspected Haza rdous Materials, or (iii) ECS’s findings, conclusions, opinions, recommendations, plans, and/or specifications related to discovery of contamination. 8.0 UNDERGROUND UTILITIES 8.1 ECS shall exercise the Standard of Care in evaluating client -furnished information as well as information readily and customarily available from public utility locating services (the “Underground Utility Information”) in its effort to identify underground utilities. The extent of such evaluations shall be at ECS’s sole discretion. 8.2 CLIENT recognizes that the Underground Utility Information provided to or obtained by ECS may contain errors or be incomplete. CLIENT understands that ECS may be unable to identify the locations of all subsurface utility lines and man -made features. CLIENT shall notify ECS in writing of any private utilities or nonferrous piping that would not be found with standard magnetic detection devices. CLIENT shall be charged an additional fee if ECS is requested to use ground penetrating radar in an effort to locating underground utilities or structures. 8.3 CLIENT shall indemnify, defend, and hold ECS harmless from and against any claim for damage, injury or loss allegedly arising from or related to subterranean structures (pipes, tanks, cables, or other utilities, etc.) which are not called to ECS’s attenti on in writing by CLIENT, not correctly shown on the Underground Utility Information and/or not properly marked or located by the utility owners, governmental or quasi -governmental locators, or private utility locating services as a result of ECS’s or ECS’ s Subconsultant’s request for utility marking services made in accordance with local industry standards. 9.0 SAMPLES 9.1 Soil, rock, water, building materials and/or other samples and sampling by -products obtained from the Site are and remain the property of CLIENT. Unless other arrangements are requested by CLIENT and mutually agreed upon by ECS in writing, ECS will retai n samples not consumed in laboratory testing for up to sixty (60) calendar days after the first issuance of any document containing data obtained from such samples. Samples consumed by laboratory testing procedures will not be stored . 9.2 Unless CLIENT directs otherwise, and excluding those issues covered in Section 10.0, CLIENT authorizes ECS to dispose of CLIE NT’S non-hazardous samples and sampling or testing by - products in accordance with applicable laws and regulations. 10.0 ENVIRONMENTAL RISKS 10.1 When Hazardous Materials are known, assumed, suspected to exist, or discovered at the Site, ECS will endeavor to protect its employees and address public health, safety, and environmental issues in accordance with the Standard of Care. CLIENT agrees to compensate ECS for such efforts. 10.2 When Hazardous Materials are known, assumed, or suspected to exist, or discovered at the Site, ECS and/or ECS’s subcontractors will exercise the Standard of Care in containerizing and labeling such Hazardous Materials in accordance with applicable laws an d regulations, and will leave the containers on Site. CLIENT is responsible for the retrieval, removal, transport and disposal of such contaminated samples, and sampling process byproducts in accordance with applicable law and regulation. 10.3 Unless explicitly stated in the Scope of Services, ECS will neither subcontract for nor arrange for the transport, disposal, or treatment of Hazardous Materials. At CLIENT’S written request, ECS may assist CLIENT in identifying appropriate alternatives fo r transport, off-site treatment, storage, or disposal of such substances, but CLIENT shall be solely responsible for the final selection of methods and firms to provide such services. CLIENT shall sign all manifests for the disposal of substances affected by contaminants and shall otherwise exercise prudence in arranging for lawful disposal. 10.4 In those instances where ECS is expressly retained by CLIENT to assist CLIENT in the disposal of Hazardous Materials, samples , or wastes as part of the Proposal, ECS shall do so only as CLIENT’S agent (notwithstanding any other provision of this Agreement to the contrary). ECS will not assume the role of, nor be considered a generator, storer, transporter, or disposer of Hazardous Materials. 10.5 Subsurface sampling may result in unavoidable cross -contamination of certain subsurface areas, as when a probe or excavation/boring device moves through a contaminated zone and links it to an aquifer, underground stream, pervious soil stratum, or other hyd rous body not previously contaminated, or connects an uncontaminated zone with a contaminated zone. ECS Proposal No: 59:8249 Page 6 of 8 Ver. 01/01/2026 Because sampling is an essential element of the Services indicated herein, CLIENT agrees this risk cannot be eliminated. Pro vided such services were performed in accordance with the Standard of Care, CLIENT waives, releases and discharges ECS from and against any claim for damage, injury, or loss allegedly arising from or related to such cross -contamination. 10.6 CLIENT understands that a Phase I Environmental Site Assessment (ESA) is conducted solely to permit ECS to render a professio nal opinion about the likelihood of the site having a Recognized Environmental Condition on, in, beneath, or near the Site at the time the Services are conducted. No matter how thorough a Phase I ESA study may be, findings derived from its conduct are highly limited and ECS cannot know or state for an absolute fact that the Site is unaffected or adversely aff ected by one or more Reco gnized Environmental Conditions. CLIENT represents and warrants that it understands the limitations associated with Phase I ESAs. 11.0 OWNERSHIP OF DOCUMENTS 11.1 ECS shall be deemed the author and owner (or licensee) of all documents, technical reports, letters, photos, boring logs, field data, field notes, laboratory test data, calculations, designs, plans, specifications, reports, or similar documents and estimates of any kind furnished by it [the “Documents of Service”] and shall retain all common law, statutory and other reserved rights, including copyrights. CLIENT shall have a limited, non -exclusive license to use copies of the Documents of Service provided t o it in connection with its Project for which the Documents of Service are provided until the completion of the Project. 11.2 ECS’s Services are performed, and Documents of Service are provided for the CLIENT’S sole use. CLIENT understands and agree s that any use of the Documents of Service by anyone other than the CLIENT and its Contractors is not permitted. CLIENT further agrees to indemnify and hold ECS harmless for any errors, omissions or damage resulting from its contractors’ use of ECS’s Documents of Service. 11.3 Without ECS’s prior written consent, CLIENT agrees to not use ECS’s Documents of Service for the Project if the Project is subsequently modified in scope, structure or purpose. Any reuse without ECS’s written consent shall be at CLIENT’S sole risk and without liability to ECS or its Subconsultants. CLIENT agrees to indemnify and hold ECS harmless for any errors, omissions or Damage resulting from its use of ECS’s Documents of Service after any modification in scope, structure or purpo se. 11.4 CLIENT agrees to not make any modification to the Documents of Service without the prior written authorization of ECS. To the fullest extent permitted by law, CLIENT agrees to indemnify, defend, and hold ECS harmless from any damage, loss, claim, liability or cost (including reasonable attorneys’ fees and defense costs) arising out of or in connection with any unauthorized modification of the Documents of Service by CLIENT or any person or entity that acquires or obtains the Documents of Service from or through CLIENT. CLIENT represents and warrants that the Documents of Service shall be used only as submitted by ECS. 12.0 SAFETY 12.1 Unless expressly agreed to in writing in its Proposal, CLIENT agrees that ECS shall have no responsibility whatsoever for any aspect of site safety other than for its own employees. Nothing herein shall be construed to relieve CLIENT and/or its Contractors from their responsibility for site safety. CLIENT also represents and warrants that the General Contractor is solely responsible for Project site safety and that ECS personnel may rely on the safety measures provided by the General Contractor . 12.2 In the event ECS assumes in writing limited responsibility for specified safety issues, the acceptance of such responsibiliti es does not and shall not be deemed an acceptance of responsibility for any other non-specified safety issues, including, but not limited to those relating to excavating, fall protection, shoring, drilling, backfilling, blasting, or other construction activities. 13.0 CONSTRUCTION TESTING AND REMEDIATION SERVICES 13.1 CLIENT understands that construction testing and observation services are provided in an effort to reduce, but cannot eliminate, the risk of problems arising during or after construction or remediation. CLIENT agrees that the provision of such Services does not create a warranty or guarantee of any type. 13.2 Monitoring and/or testing services provided by ECS shall not in any way relieve the CLIENT’S contractor(s) from their respons ibilities and obligations for the quality or completeness of construction as well as their obligation to comply with applicable laws, codes, and regulations. 13.3 ECS has no responsibility whatsoever for the means, methods, techniques, sequencing or procedures of construction selected, for safety precautions and programs incidental to work or services provided by any contractor or other consultant. ECS does not and shall not have or accept authority to supervise, direct, control, or stop the work of any of CLIENT’S Contractors or any of their subcontractors. 13.4 ECS strongly recommends that CLIENT retain ECS to provide construction monitoring and testing services on a full -time basis to lower the risk of defective or incomplete work being installed by CLIENT’S Contractors. If CLIENT elects to retain ECS on a part -time or on-call basis for any aspect of construction monitoring and/or testing, CLIENT accepts the risk that a lower level of construction quality may occur and that defective or incomplete work may result and not be detected by ECS’s part time monitoring and testing in exchange for CLIENT’S receipt of an immediate cost savings. Unless the CLIENT can show that ECS’s errors or omissions are contained in ECS’s rep orts, CLIENT waives, releases and discharges ECS from and against any other claims for errors, omissions, damages, injuries, or loss alleged to arise from defective or incomplete work that was monitored or tested by ECS on a part-time or on-call basis. Except as set forth in the preceding sentence, CLIENT agrees to indemnify and hold ECS harmles s from all Damages, costs, and attorneys’ fees, for any claims alleging errors, omissions, damage, injury or loss allegedly resulting from work that was monitored or tested by ECS on a part-time or on-call basis. 14.0 CERTIFICATIONS - CLIENT may request, or governing jurisdictions may require, ECS to provide a “certification” regarding the Services provided by ECS. Any “certification” required of ECS by the CLIENT or jurisdiction(s) having authority over some or all aspects of the Proj ect shall consist of ECS’s inferences and professional opinions based on the limited sampling, observations, tests, and/or analyses performed by ECS at discrete locations and times. Such “certifications” shall constitute ECS’s professional opinion of a condition's existence, but ECS does not guarantee that such condition exists, nor does it relieve other parties of the responsibilities or obligations such parties have with respect to the possible existence of such a condition. CLIENT agrees it cannot make the resolution of any dispute with ECS or payment of any amount due to ECS contingent upon ECS signing any such “certifica tion.” 15.0 BILLINGS AND PAYMENTS 15.1 Billings will be based on the unit rates, plus travel costs, and other reimbursable expenses as stated in the professional fe es section of the Proposal. Any estimate of professional fees stated shall not be considered as a not -to-exceed or lump sum amount unless otherwise explicitly stated. CLIENT understands and agrees that even if ECS agrees to a lump sum or not - to-exceed amount, that amount shall be limited to number of hours, visits, trips, tests, borings, or samples stated in the Propo sal. 15.2 CLIENT agrees that all professional fees and other unit rates may be adjusted annually to account for inflation based on the most recent 12-month average of the Consumer Price Index (CPI-U) for all items as established by www.bls.gov when the CPI-U exceeds an annual rate of one percent (1%). 15.3 Should ECS identify a Changed Condition(s), ECS shall notify the CLIENT of the Changed Condition(s). ECS and CLIENT shall pr omptly and in good faith negotiate an amendment to the scope of Services, professional fees, and time schedule. 15.4 CLIENT recognizes that time is of the essence with respect to payment of ECS’s invoices, and that timely payment is a material consideration for this Agreement. All payment shall be in U.S. funds drawn upon U.S. banks and in accordance with the rates and charges set forth in the professional Fees. Invoices are due and payable upon receipt. The parties acknowledge and agree that any suit, action or proceeding arising out of or related to failure of CLIENT to pay ECS’s invoices pursuant to the Terms of t his Agreement shall be instituted in Fairfax County Circuit Court located in Fairfax, Virginia or such other court of competent jurisdiction, in ECS’s sole and absolute d iscretion. Each of the parties waives any objection that it may have to the venue of any such suit, action, or proceeding, and each of the parties hereby irrevocably consents to the personal jurisdiction of any such court in any such suit, action or proceeding. 15.5 If CLIENT disputes all or part of an invoice, CLIENT shall provide ECS with written notice stating in detail the facts of the dispute within fifteen (15) calendar days of the invoice date. CLIENT agrees to pay the undisputed amount of such invoice promptly. 15.6 ECS reserves the right to charge CLIENT an additional charge of one-and-one-half (1.5) percent (or the maximum percentage allowed by Law, whichever is lower) of the invoiced amount per month for any payment received by ECS more than thirty (30) calendar days from the date of the invoice, excepting any portion of the invoiced amount in dispute. All payments will be applied to accrued interest first and then to the unpaid principal amount. Payment of invoices shall not be subject to unilateral discounting or set offs by CLIENT. CLIENT acknowledges that all payments made by credit card shall be subject to a three percent (3%) convenience fee. 15.7 CLIENT agrees that its obligation to pay for the Services is not contingent upon CLIENT’S ability to obtain financing, zoning, approval of governmental or regulatory agencies, permits, final adjudication of a lawsuit, CLIENT’S successful completion of the Project, settlement of a real estate transaction, receipt of payment from CLIENT’s client, or any other event unrelated to ECS provision of Services. Retainage shall not be withheld from any payment, nor shall any deduction be made from any invoic e on acc ount of penalty, liquidated damages, or other sums incurred by CLIENT. It is agreed that all costs and legal fees including actual attorney's fees, and expenses incurred by ECS in obtaining payment under this Agreement, in perfecting or obtaining a lien, recovery under a bond, collecting any delinquent amounts due, or executing judgments, shall be reimbursed by CLIENT. 15.8 Unless CLIENT has provided notice to ECS in accordance with Section 16.0 of these Terms, payment of any invoice by the CLIENT shall mean that the CLIENT is satisfied with ECS’s Services and is not aware of any defects in those Services. 16.0 DEFECTS IN SERVICE 16.1 CLIENT and CLIENT’s Contractors shall promptly inform ECS during active work on any project of any actual or suspected defect s in the Services so to permit ECS to take such prompt, effective remedial measures that in ECS’s opinion will reduce or eliminate the consequences of any such defective Services. The correction of defects attributable to ECS’s failure to perform in accordance with the Standard of Care shall be provided at no cost to CLIENT. However, ECS shall not be responsible for the correction of any deficiency attributable to client- furnished information, the errors, omissions, defective materials, or improper installation of materials by CLIENT’s personne l, consultants or contractors, or work not observed by ECS. CLIENT shall compensate ECS for the costs of correcting such defects. 16.2 Modifications to reports, documents and plans required as a result of jurisdictional reviews or CLIENT requests shall not be considered to be defects. CLIENT shall compensate ECS for the provision of such Services. 17.0 INSURANCE - ECS represents that it and its subcontractors and subconsultants maintain workers compensation insurance, and that ECS is cov ered by general liability, automobile and professional liability insurance policies in coverage amounts it deems reasonable and ade quate. ECS shall furnish certificates of insurance upon request. The CLIENT is responsible for requesting specific inclusions or limits of coverage that are not present in ECS insurance package. The cost of such inclusions or coverage increases, if available, will be at the expense of the CLIENT. ECS Proposal No: 59:8249 Page 7 of 8 Ver. 01/01/2026 18.0 LIMITATION OF LIABILITY 18.1 CLIENT AGREES TO ALLOCATE CERTAIN RISKS ASSOCIATED WITH THE PROJECT BY LIMITING ECS’S TOTAL LIABILITY TO CLIENT ARISING FROM ECS’S PROFESSIONAL LIABILITY, I.E. PROFESSIONAL ACTS, ERRORS, OR OMISSIONS AND FOR ANY AND ALL CAUSES INCLUDING NEGLIGENCE, STRIC T LIABILITY, BREACH OF CONTRACT, OR BREACH OF WARRANTY, INJURIES, DAMAGES, CLAIMS, LOSSES, EXPENSES, OR CLAIM EXPENSES (INCLUDING REASONABLE ATTORNEY’S FEES) RELATING TO PROFESSIONA L SERVICES PROVIDED UNDER THIS AGREEMENT TO THE FULLEST EXTENT PERMITTED BY LAW. THE ALLOCATION IS AS FOLLOWS: 18.1.1 If the proposed fees are $10,000 or less, ECS’s total aggregate liability to CLIENT shall not exceed $20,000, or the total f ee received for the services rendered, whichever is greater. 18.1.2 If the proposed fees are in excess of $10,000, ECS’s total aggregate liability to CLIENT shall not exceed $50,000, or the total fee for the services rendered, whichever is greater. 18.2 CLIENT agrees that ECS shall not be responsible for any injury, loss or damage of any nature, including bodily injury and property damage, arising directly or indirectly, in whole or in part, from acts or omissions by the CLIENT, its employees, agents, staff, consultants, contractors, or subcontractors to the extent such injury, damage, or loss is caused by acts or omissions of CLIENT, its employees, agents, staff, consultants, contractors, subcontractors or person/entities for whom CLIENT is legally liable. 18.3 CLIENT agrees that ECS’s liability for all non-professional liability arising out of this Agreement or the services provided as a result of the Proposal be limited to $500, 000. 19.0 INDEMNIFICATION 19.1 Subject to Section 18.0, ECS agrees to hold harmless and indemnify CLIENT from and against damages arising from ECS’s negligent performance of its Services, but only to the extent that such damages are found to be caused by ECS’s negligent acts, errors o r omissions, (specifically excluding any damages caused by any third party or by the CLIENT.) ECS does not waive any limitations it may have on its liability under the Illinois Workers Compensation Act, or any other statute. 19.2 To the fullest extent permitted by law, CLIENT agrees to indemnify, and hold ECS harmless from and against any and all liabil ity, claims, damages, demands, fines, penalties, costs and expenditures (including reasonable attorneys’ fees and costs of litigati on defense and/or settlement) (“Damages”) caused in whole or in part by the acts, errors, or omissions of the CLIENT or CLIENT’s employees, agents, staff, contractors, subcontractors, consultants, and clients, provided such Damages are attributable to: (a) the bodily injury, personal injury, sickness, disease and/or death of any person; (b) the injury to or loss of value to tangible personal property; or (c) a breach of these Terms. The foregoing indemnification shall not apply to the extent such Damage is found to be caused by the sole negligence, errors, omissions or willful misconduct of ECS. 19.3 It is specifically understood and agreed that in no case shall ECS be required to pay an amount of Damages disproportional to ECS’s culpability. IF CLIENT IS A HOMEOWNER, HOMEOWNERS’ ASSOCIATION, CONDOMINIUM OWNER, CONDOMINIUM OWNERS’ ASSOCIATION, OR SIMILAR RESIDENTIAL OWNER, ECS RECOMMENDS THAT CLIENT RETAIN LEGAL COUNSEL BEFORE ENTERING INTO THIS AGREEMENT TO EXPLAIN CLIENT’S RIGHTS AND OBLIGATI ONS HEREUNDER, AND THE LIMITATIONS, AND RESTRICTIONS IMPOSED BY THIS AGREEMENT. CLIENT AGREES THAT FAILURE OF CLIENT TO RETAIN SUCH COUNSEL SHALL BE A KNOWING WAIVER OF LEGAL COUNSEL AND SHALL NOT BE ALLOWED ON GROUNDS OF AVOIDING ANY PROVISION OF THIS AGREEMENT. 19.4 IF CLIENT IS A RESIDENTIAL BUILDER OR RESIDENTIAL DEVELOPER, CLIENT SHALL INDEMNIFY AND HOLD HARMLESS ECS AGAINST ANY AND ALL CLAIMS OR DEMANDS DUE TO INJURY OR LOSS INITIATED BY ONE OR MORE HOMEOWNERS, UNIT -OWNERS, OR THEIR HOMEOWNER’S ASSOCIATION, COOPER ATIVE BOARD, OR SIMILAR GOVERNING ENTITY AGAINST CLIENT WHICH RESULTS IN ECS BEING BROUGHT INTO THE DISPUTE. 19.5 IN NO EVENT SHALL THE DUTY TO INDEMNIFY AND HOLD ANOTHER PARTY HARMLESS UNDER THIS SECTION 19.0 INCLUDE THE DUTY TO DEFEND. 20.0 CONSEQUENTIAL DAMAGES 20.1 CLIENT shall not be liable to ECS and ECS shall not be liable to CLIENT for any consequential damages incurred by either due to the fault of the other or their employees, consultants, agents, contractors or subcontractors, regardless of the nature of the fault or whether such liability arises in breach of contract or warranty, tort, statute, or any other cause of action. Consequential damages include, but are not limited to, loss of use and loss of profit. 20.2 ECS shall not be liable to CLIENT, or any entity engaged directly or indirectly by CLIENT, for any liquidated damages due to any fault, or failure to act, in part or in total by ECS, its employees, agents, or subcontractors. 21.0 SOURCES OF RECOVERY 21.1 All claims for damages related to the Services provided under this agreement shall be made against the ECS Entity contracting with the CLIENT for the Services, and no other person or entity. CLIENT agrees that it shall not name any affiliated entity including parent, peer, or subsidiary entity or any individual officer, director, or employee of ECS, specifically including its professional engineers and geologists. 21.2 In the event of any dispute or claim between CLIENT and ECS arising out of in connection with the Project and/or the Services , CLIENT and ECS agree that they will look solely to each other for the satisfaction of any such dispute or claim. Moreover, notwi thstanding anything to the contrary contained in any other provision herein, CLIENT and ECS’s agree that their respective shareholders, principals, partners, members, agents, directors, officers, employees, and/or owners shall have no l iability whatsoever arising out of or in connection with the Project and/or Services provided hereunder. In the event CLIENT brings a claim against an affiliated entity, parent entity, subsidiary entity, or individual officer, director or employee in contravention of this Section 21, CLIENT agrees to hold ECS harmless from and against all damages, costs, awards, or fees (including attorneys’ fees ) attributable to such act. 22.0 THIRD PARTY CLAIMS EXCLUSION - CLIENT and ECS agree that the Services are performed solely for the benefit of the CLIENT and are not intended by either CLIE NT or ECS to benefit any other person or entity. To the extent that any other person or entity is benefited by the Services, such benefit is purely incidental and such other person or entity shall not be deemed a third-party beneficiary to the AGREEMENT. No third-party shall have the right to rely on ECS’s opinions rendered in connection with ECS’s Services without written consent from both CLIENT and ECS, which shall include, at a minimum, the third-party's agreement to be bound to the same Terms and Conditions contained herein and third -party’s agreement that ECS’s Scope of Services performed is adequate. 23.0 DISPUTE RESOLUTION 23.1 In the event any claims, disputes, and other matters in question arising out of or relating to these Terms or breach thereof (collectively referred to as “Disputes”), the parties shall promptly attempt to resolve all such Disputes through executive negotiation between senior representatives of both parties familiar with the Project. The parties shall arrange a mutually convenient time for the senior representative of each party to meet. Such meeting shall occur within fifteen calendar (15) days of either party’s written request for executive negotiation or as otherwise mutually agreed. Should this meeting fail to result in a mutually agreeable plan for resolution of the Dispute, CLIENT and ECS agree that either party may bring litigation. 23.2 CLIENT shall make no claim (whether directly or in the form of a third -party claim) against ECS unless CLIENT shall have first provided ECS with a written certification executed by an independent engineer licensed in the jurisdiction in which the Project is located, reasonably specifying each and every act or omission which the certifier contends constitutes a violation of the Standard of Care. Such certificate shall be a precondition to the institution of any judicial proceeding and shall be provided to ECS thirty (30) days prior to the institution of such judicial proceedings. 23.3 Except as otherwise set forth herein including the provisions in Section 15.4, litigation shall be instituted in a court of competent jurisdiction in the county or district in which ECS’s office contracting with the CLIENT is located. To the maximum exte nt allowed by law, the also parties agree that the law applicable to these Terms and the Services provided pursuant to the Proposal shall be the laws of the Commonwealth of Virginia, but excluding its choice of law rules. Unless otherwise mutually agreed to in writing by both parties, CLIENT waives the right to remove any litigation action to any other jurisdiction. Both parties agree to waive any demand for a trial by jury. 24.0 CURING A BREACH 24.1 A party that believes the other has materially breached these Terms shall issue a written cure notice identifying its alleged grounds for termination. Both parties shall promptly and in good faith attempt to identify a cure for the alleged breach or present facts showing the absence of such breach. If a cure can be agreed to or the matter otherwise resolved within thirty (30) calendar days from the date of the termination notice, the parties shall commit their understandings to writing and term ination shall not occur. 24.2 Either party may waive any right provided by these Terms in curing an actual or alleged breach; however, such waiver shall no t affect future application of such provision or any other provision. 25.0 TERMINATION 25.1 CLIENT or ECS may terminate this Agreement for breach, non-payment, or a failure to cooperate. In the event of termination, the effecting party shall so notify the other party in writing and termination shall become effective fourteen (14) calendar days after receipt of the termination notice. 25.2 Irrespective of which party shall effect termination, or the cause therefore, ECS shall promptly render to CLIENT a final invoice and CLIENT shall immediately compensate ECS for Services rendered and costs incurred including those Services associated with termination itself, including without limitation, demobilizing, modifying schedules, and reassigning personnel. 26.0 TIME BAR TO LEGAL ACTION - Unless prohibited by law, and notwithstanding any Statute that may provide additional protection, CLIENT and ECS agree that a lawsuit by either party alleging a breach of this Agreement, violation of the Standard of Care, non-payment of invoices, or arising out of the Services provided hereunder, must be initiated in a court of competent jurisdiction no more than two (2) years from the time the party knew, or should have known, of the facts and conditions givin g rise to its claim, and shall under no circums tances shall such lawsuit be initiated more than three (3) years from the date of substantial completion of ECS’s Services. 27.0 ASSIGNMENT - CLIENT and ECS respectively bind themselves, their successors, assigns, heirs, and legal representatives to the other party a nd the successors, assigns, heirs and legal representatives of such other party with respect to all covenants of these Terms. Neither CLIENT nor ECS shall assign these Terms, any right s thereunder, or any cause of action arising therefrom, in whole or in part, without the written consent of the other. Any purport ed assignment or transfer, except as permitted above, shall be deemed null, void and invalid, the purported assignee shall acquire no rights as a result of the purported assignment or transfer and the non-assigning party shall not recognize any such purported assignment or transfer. 28.0 SEVERABILITY - Any provision of these Terms later held to violate any law, statute, or regulation, shall be deemed void, and all remaining provisions shall continue in full force and effect. CLIENT and ECS shall endeavor to quickly replace a voided provision with a valid substitute that expresses the intent of the issues covered by the original provision. 29.0 SURVIVAL - All obligations arising prior to the termination of the agreement represented by these Terms and all provisions allocating re sponsibility or liability between the CLIENT and ECS shall survive the substantial completion of Services and the termination of the Agreement. 30.0 CYBERSECURITY AND CONTROLLED UNCLASSIFIED INFORMATION (CUI) ECS Proposal No: 59:8249 Page 8 of 8 Ver. 01/01/2026 30.1 CLIENT shall not use, modify, disclose or transfer ECS data in any manner that may adversely affect the integrity, security, or confidentiality of the data. CLIENT shall implement and maintain appropriate administrative, physical, and technical safeguards to protect its information systems and data from cyberthreats including, but not limited to, unauthorized access, use, disclosure, modification, or destruction. CLIENT shall be solely responsible for the consequences of any cybersecurity incident, breach , or compromise (referred to herein as a “Cybersecurity Incident”) impacting its systems, including those resulting in unauthorized access to any project data, client information, or confidential materials provided by ECS. CLIENT will not input, insert, us e, share, or transmit any confidential information within any generative artificial intelligence application (i.e., ChatGPT, Bing Chat, Google Bard, etc.), whether external or internal. 30.2 CLIENT understands and agrees that under this contract it will not forward any Controlled, Unclassified Information (CUI), as that term is defined by the government, without first (a) notifying ECS at least three (3) working days prior to providing such d ata, and (b) ensuring that all such CUI data is marked as CUI prior to its delivery to ECS. CLIENT assumes all responsibility and liability for its failure to comply with this provision. 31.0 TITLES; ENTIRE AGREEMENT 31.1 The titles used herein are for general reference only and are not part of the Terms. 31.2 These Terms together with the Proposal, including all exhibits, appendixes, and other documents appended to it, constitute the entire agreement between CLIENT and ECS (“Agreement”). CLIENT acknowledges that all prior understandings and negotiations are superseded by this Agreement. 31.3 CLIENT and ECS agree that subsequent modifications to the Agreement shall not be binding unless made in writing and signed by authorized representatives of both parties. 31.4 All preprinted terms and conditions on CLIENT’S purchase order, Work Authorization, or other service acknowledgement forms, a re inapplicable and superseded by these Terms and Conditions of Service. 31.5 CLIENT’s execution of a Work Authorization, the submission of a start work authorization (oral or written) or issuance of a purchase order constitutes CLIENT’s acceptance of this Proposal and these Terms and their agreement to be fully bound to them. If CLIENT fails to provide ECS with a signed copy of these Terms or the attached Work Authorization, CLIENT agrees that by authorizing and accepting the services of ECS, it will be fully bound by these Terms as if they had been signed by CLIE NT. Village of Plover 2400 POST ROAD - PO Box 37 - PLOVER, WISCONSIN 54467 www.ploverwi.gov General Offices 715-345-5250 Water Department 715-345-5254 Police Department 715-345-5255 Building Inspection 715-345-5312 WWTP Department 715-345-5259 Fire/EMS Department 715-345-5310 Public Works/Parks Department 715-345-5257 To: Village Board Members From: Tammy Wojtalewicz, Village Clerk CC: Steve Kunst Date: September 4, 2026 Re: Temporary Class “B” Beer and Temporary “Class B” Wine Retail License – Portage County Historical Society, 2700 Madison Ave., Plover ____________________________________________________________________________ The Portage County Historical Society has applied for a Temporary Class “B” Beer and Temporary “Class B” Wine retail license for their Rhythms of the River Exhibit Closing Celebration Featuring Otis & The Alligators to be held inside the church structure located at Heritage Park, 2700 Madison Avenue on October 24, 2026. Village of Plover 2400 POST ROAD - PO Box 37 - PLOVER, WISCONSIN 54467 www.ploverwi.gov General Offices 715-345-5250 Water Department 715-345-5254 Police Department 715-345-5255 Building Inspection 715-345-5312 WWTP Department 715-345-5259 Fire/EMS Department 715-345-5310 Public Works/Parks Department 715-345-5257 To: Village Board Members From: Tammy Wojtalewicz, Village Clerk CC: Steve Kunst Date: September 4, 2026 Re: Retail Alcohol Beverage License Change of Agent Cigarette, Tobacco, and Electronic Vaping Device License Change of Agent __________________________________________________________________________ Reliance Fuel LLC, DBA Fuel On, 1011 Post Rd, is appointing Christine Andrew as their new agent for their Retail Alcohol Beverage licensing activity and Cigarette, Tobacco, and Electronic Vaping Device licensing activity. V.OF PLOVER ENGINEER REPORT submitted September 10, 2026 DESIGN PROJECTS STH 54 Parallel Sanitary Interceptor 2/27/26: Design is complete. Project is being held open un*l project is let for bid by WisDOT. 5/15/26: WisDOT has requested the submi/al of a u*lity permit applica*on. This permit is not part of the design scope, but there is some design budget le1, so the permit and accompanying environmental checklist was prepared, reviewed by Village staff, and submi/ed to the DOT 5/14/2026. At Lyle’s request, the DNR sewer extension permit is also in the process of being prepared. 5/29/26: The DOT had some follow-up comments. These were addressed and on 5/28 the DOT has informed the Village the permit has been approved. The DNR sanitary extension permit has been prepared, submi/ed, and the DNR has confirmed it has been received. There is approximately $400 of project budget remaining. 6/12/26: The DNR had follow up data requests related to the Village’s sanitary collec*on master plan and wastewater facili*es plan. Those plans were obtained and provided as requested along with follow-up communica*ons. Unan*cipated addi*onal planning and permiBng work has resulted in a budget exceedance of approximately $1,200. I will be mee*ng with Lyle to discuss and collaborate on a recommenda*on for a change order. 9/10/26: No new informa*on to report Standard Specifica*ons 2/2/26: Work has started on the Plover Standard Specifica*ons project. An index is being created that is organized and numbered as a hybrid of WisDOT and APWA. When the index is complete, it will be reviewed by Village department heads before work con*nues. 2/27/26: The index is dra1ed and is being reviewed prior to forwarding to Village department heads. 3/12/26: The index has been forwarded to Village department heads for comment. 4/10/26: Department head comments have been received. Content work will con*nue. 6/12/26: The general organiza*on and formaBng of the standard specifica*ons is complete. Specifica*on language is being developed. 6/25/26: About 80% of the items are dra1ed. I an*cipate a copy for staff review will be available within a few weeks. 9/10/26: Work on the standard specifica*ons has been stagnant for the past several weeks due to other project work. Recent work has focused on u*lity specifica*ons. CONSTRUCTION PROJECTS Green Tree Farms subdivision 4/10/26: A preconstruc*on mee*ng was held March 30. Construc*on is an*cipated to start mid-April. DNR NOI permits have been received, so clearing and grading work can proceed. Sanitary and water permits are pending. Plan updates to address Village comments are s*ll pending. 5/15/26: Contractor is clearing the site. AECOM field staff have set some survey control points. No u*lity materials are yet on site. 6/12/26: The design engineer requested some specifica*on related informa*on for the DNR sanitary sewer extension permit, which has since been approved. The contractor intends to begin installa*on/opera*on of dewatering pumps on Monday, 6/15 and to begin construc*on on Wednesday, 6/17/26: Ayden Hellenbrand will be the primary inspector on site. Communica*ons with the contractor to date have been excellent. 6/25/26: Work to *e into the first manhole commenced. A drop manhole existed but is at a lower eleva*on than an*cipated. Further work has been paused while dewatering con*nues un*l water levels are suitable for installa*on work. 7/10/26: Work on sanitary sewer main and laterals has con*nued. 7/30/26: Sanitary sewer work is complete with all main and services installed. Work has begun on water main and progress is faster than an*cipated. 8/13/26: Water and sewer service installa*on work began on August 3. As of August 12, water and service laterals have been installed on all the lots on Pear Lane and some of the lots on Juneberry Road. Pressure and mandrel tes*ng took place during the a1ernoon of August 6 from the exis*ng sanitary manhole at the downstream end of the project to manhole 938. On 8-10 the crew worked on some rough grading on Pear Land from sta*on 0+00 to 10+00. On 8-11 It was discovered that three sanitary laterals were shorter than planned. The contractor was made aware of the issue and indicated they would take correc*ve ac*on later when they return to lateral work. 9/10/26: Work from August 13 through September 10 consisted primarily with the installa*on of service laterals, insula*on, water pressure and clean water tes*ng, and preliminary grading work. Road base was placed from Pleasant Drive to a few hundred feet north to facilitate construc*on of the first several homes. On August 24 the final valves hydrant, and main was installed in the northeast por*on of the development. On September 4 sanitary sewer mandrel and pressure tes*ng began, and on September 9 the final water system pressure tes*ng was completed. All tests were completed sa*sfactorily. A mee*ng was held to discuss the construc*on of the stormwater management swales, and the means and methods were confirmed to everyone’s sa*sfac*on. The over- excava*on and swales will be constructed prior to the roadway and throughout the en*re project. This will ensure the stormwater swales will infiltrate based on the design parameters and will allow driveway fill and driveways to be installed without limita*ons on loca*ons. Arbor Haven Phase 4b 8/13/26: The contractor had availability to start earlier than expected, and everyone was able accommodate, so construc*on started the week of August 10. Farhner mobilized and construc*on commenced on August 12 th . Work on the sanitary started from the stub le1 from the previous phase (Sta 163+54). Approximately 325’ of sanitary was installed and 5 wyes for services at plan loca*on. 9/10/26: Work from August 14 through September 10 included comple*ng the sewer and water mains and installing the service laterals. DEVELOPMENT PROJECTS MULLINS CHEESE 10/10/25: We are expec*ng updated u*lity and stormwater plans due to the decision not to vacate a por*on of Corporate Ave. 8/13/26: No new informa*on to report Empire Estates 2/2/26: U*lity plans were submi/ed on 1/9/26 and stormwater plans were submi/ed on 1/16/26. Plans have been reviewed. A condi*onal recommenda*on to accept plans for both the u*li*es and stormwater plans was sent to Village staff and the development team on 2/2/2026. Condi*ons include minor adjustments to the u*li*es and some clarifica*ons on the stormwater plan. A task order for construc*on services is being developed, an*cipa*ng start of construc*on mid-April. 2/27/26: Due to the developer pausing requests for approval, the task order development for construc*on services has been paused. 3/12/26: Updated plans have been submi/ed and comments have been sa*sfied. 4/10/26: A task order for construc*on inspec*on services has been submi/ed. The developer has put the project on HOLD for the *me being. 9/10/26: The developer is ready to move forward with comple*on of design and plat approval an*cipa*ng fall construc*on. AECOM will submit a revised task order for construc*on observa*on services. Portage County Facility 8/29/25: A preliminary concept plan has been received for review 9/12/25: Some addi*onal preliminary plan informa*on has been received. Providing sanitary sewer will require some evalua*on and direc*on. Some high-level cost es*mates and loca*on of sanitary sewer as compared to Plover’s sanitary sewer master plan have been discussed between AECOM engineers and Village staff. A preliminary review mee*ng was facilitated by Village staff on 9/10/25. 4/10/26: Updated civil/site plans have been submi/ed for review. Village staff met on March 30 to discuss with the County and their engineers. An aggressive design/construc*on calendar for u*lity work has been proposed. 6/11/26: Updated plans have been received. Lyle and I share concerns with the proposed sanitary and will relay those concerns to Portage County and request their plans be adjusted accordingly. 7/10/26: Stormwater plans and updated u*lity plans have been submi/ed for review. 7/30/26: Stormwater and u*lity comments were presented to Portage County on July 24. We an*cipate the comments will be addressed quickly as there is a desire to begin work as soon as possible. 9/10/26: Plans were resubmi/ed for review. There are some stormwater related comments that have yet to be addressed to sa*sfac*on, but the u*lity plans have been accepted, and the developer is submiBng DNR u*lity extension permits. AECOM will be submiBng a task order for construc*on related services to inspect the installa*on of the water main and public sanitary (most of the sanitary is private and will not be inspected by the Village). Empire Square 5/15/26: A commercial development is proposed at the SW corner of Post Rd and Plover Rd. The developer met for a pre-development mee*ng back in January and on 5/8/26 submi/ed site and stormwater plans. Plan review is underway. 5/29/26: The plan review has been conducted and comments forwarded to the developer on 5/22/26. 9/10/26: No new informa*on to report Harvest Acres 2 nd Addi*on 9/10/26: The plat for the 2 nd Addi*on and u*lity plans have been submi/ed for review. Comments have been made and updated u*lity plans have been received. The developer will be submiBng DNR sewer and water extension permits while they prepare stormwater management plans. Their intent is to construct u*li*es this fall, so AECOM will be preparing a task order for construc*on related services.