Utility Commission Meeting — Agenda Packet

June 15, 2026 Utility Commission Agenda 1 Lake Geneva Utility Commission Municipal Water and Wastewater Services 361 W Main Street PO Box 187 Lake Geneva, WI 53147 262-248-2311 - www.lgutilitycommission.com Dennis Lyon-President Josh Gajewski-Utility Director Jeff Ecklund-Water Superintendent Ken Bauman-Wastewater Superintendent Utility Commission Agenda Monday, June 15, 2026 - 4:00 PM Lake Geneva City Hall; Council Chambers Members: President Dennis Lyon, Mayor Todd Krause, Alderperson Mary Jo Fesenmaier, Alderperson Brian Smith, City Administrator Dave De Angelis, Bill Binn, James Marquardt 1. Call to Order 2. Roll Call 3. Comments from the public as allowed by Wis. Stats. §19.84(2), limited to items on this agenda, except for public hearing items. Comments will be limited to 5 minutes 4. Approval of the minutes from May 18, 2026 5. Acknowledgement of Correspondence 6. Approval of May 2026 Financials 7. Approval of May 2026 Bills 8. Director's report 9. Discussion/Action on approval of Pay Application #2 for the Hwy H Utility Improvement Project 10. Discussion/Action on final scope of the 2026 Sanitary Sewer Lining Project and bidding 11. Discussion/Action on updated State Municipal Financial Agreement for WISDOT Hwy 50 Project 12. Discussion/Action on 2025 Compliance Maintenance Annual Report (CMAR) and Resolution 2026-02 13. Adjournment A quorum of the Council may be present; however, no official Council action will be taken. Requests from persons with disabilities who need assistance to participate in this meeting should be made to the City Clerk’s office in advance so that the appropriate accommodations can be made. Page 1 of 33 Page 2 of 33 Page 3 of 33 BUDGET COMPARISON THRU: 5 / 2026 YTD % Prior Prior of Budget YTD YTD REVENUES Current Period YTD 2026 Budget YTD vs Budget 42% 2025 5 Year Avg. INTEREST EARNED 25,762 126,372 266,000 -139,628 47.5% 144,383 84,356 CUSTOMER SALES 21,172 537,942 2,184,637 -1,646,695 24.6% 574,974 525,382 OTHER REVENUE 1,055 6,194 581,695 -575,501 1.1% 8,731 6,124 CAPITAL CONTRIBUTIONS 7,833 48,527 48,117 410 100.9% 42,149 50,728 TOTAL REVENUES 55,823 719,036 3,080,449 -2,361,413 23.3% 770,237 666,590 EXPENSES TOTAL OUTSIDE SERVICES 26,458 140,030 370,350 -230,320 37.8% 114,845 109,323 TOTAL OPERATING EXPENSES 2,264 12,138 51,100 -38,962 23.8% 13,885 13,638 TOTAL INSURANCE 0 0 35,500 -35,500 0.0% 0 6,197 TOTAL SALARY & BENEFITS 80,144 288,089 751,438 -463,349 38.3% 278,079 245,050 TOTAL LAB SUPPLIES 8,649 25,261 28,000 -2,739 90.2% 16,957 12,888 TOTAL MISCELLANEOUS EXPENSE 0 119 575 -456 20.7% 60 53 TOTAL MAINTENANCE 12,835 91,163 656,250 -565,087 13.9% 37,880 52,874 TOTAL OPERATION & MAINTENANCE EXPENSES 130,350 556,800 1,893,213 -1,336,413 29.4% 461,707 440,023 REVENUES OVER O&M EXPENSES -74,527 162,236 1,187,236 -1,025,000 308,530 226,567 TOTAL CAPITAL OUTLAY 27,580 137,759 992,119 -854,360 13.9% 72,620 126,403 REVENUES OVER TOTAL EXPENSES -102,107 24,477 195,118 -170,640 235,910 100,164 TOTAL CASH TRANSFERS 0 126,339 -117,117 243,456 -107.9% 190,859 801,626 NET CHANGE IN CASH BALANCE -102,107 -101,862 312,235 -414,097 45,051 -701,462 FUND CASH AND INVESTMENT SUMMARY Opening Balance Period Activity Ending Balance Wastewater Utility Fund Cash 512,118 -192,210 319,908 LGIP #10 - Capital Project Fund 4,051,300 12,479 4,063,779 LGIP #11 - Debt Service Fund 0 0 0 LGIP #12 - Impact Fee Fund 2,251,275 6,934 2,258,209 LGIP #13 - Equipment Replacement Fund 1,880,235 5,791 1,886,027 LGIP #14 - Wastewater Operating Reserves Fund 168,993 521 169,513 TOTAL WASTEWATER CASH AND INVESTMENT 8,863,920 -166,485 8,697,435 LAKE GENEVA UTILITY COMMISSION FUND 61 - WASTEWATER UTILITY X0A0CX0A0C X0A0CX0A0CX0A0CX0A0C Page 4 of 33 BUDGET COMPARISON THRU: 5 / 2026 FUND 62 - WATER UTILITY YTD % Prior Prior of Budget YTD YTD REVENUES Current Period YTD 2026 Budget YTD vs Budget 42% 2025 5 Year Avg. INTEREST EARNED 16,188 79,282 167,000 -87,718 47.5% 90,953 51,068 CUSTOMER SALES 3,806 439,746 1,905,672 -1,465,926 23.1% 446,416 439,280 OTHER REVENUE 88,282 254,491 1,329,722 -1,075,231 19.1% 247,377 251,651 CAPITAL CONTRIBUTIONS 5,910 33,163 31,878 1,285 104.0% 28,690 44,541 TOTAL REVENUES 114,186 806,682 3,434,272 -2,627,590 23.5% 813,436 786,539 EXPENSES TOTAL SOURCE OF SUPPLY - OPERATION 5,098 26,478 80,400 -53,922 32.9% 25,596 22,618 TOTAL SOURCE OF SUPPLY - MAINTENANCE 375 7,508 15,100 -7,592 49.7% 2,889 10,625 TOTAL PUMPING EXPENSE - OPERATION 6,600 34,696 84,700 -50,004 41.0% 26,668 25,448 TOTAL PUMPING EXPENSE - MAINTENANCE 1,851 4,729 112,600 -107,871 4.2% 4,710 16,540 TOTAL WATER TREATMENT - OPERATION 5,264 31,715 106,050 -74,335 29.9% 38,786 34,135 TOTAL WATER TREATMENT - MAINTENANCE 6,401 99,607 165,300 -65,693 60.3% 34,090 32,888 TOTAL TRANS. & DISTRIBUTION - OPERATION 10,711 35,260 108,200 -72,940 32.6% 29,555 22,937 TOTAL TRANS. & DISTRIBUTION - MAINTENANCE 16,086 59,741 321,450 -261,709 18.6% 66,069 86,200 TOTAL CUSTOMER ACCOUNTS 9,915 39,259 88,750 -49,491 44.2% 32,331 28,633 TOTAL ADMIN & GENERAL OPERATIONS 40,665 197,560 603,658 -406,098 32.7% 246,587 193,921 TOTAL OTHER EXPENSES 26,000 130,000 333,700 -203,700 39.0% 125,000 123,500 TOTAL OPERATION & MAINTENANCE EXPENSES 128,965 666,554 2,019,908 -1,353,354 33.0% 632,281 597,445 REVENUES OVER O&M EXPENSES -14,780 140,128 1,414,364 -1,274,236 181,155 189,094 TOTAL CAPITAL OUTLAY 137,070 139,242 1,311,485 -1,172,243 10.6% 138,520 128,957 REVENUES OVER TOTAL EXPENSES -151,849 886 102,879 -101,993 42,635 60,138 TOTAL CASH TRANSFERS 62,957 79,226 -102,878 182,104 -77.0% 124,114 491,972 NET CHANGE IN CASH BALANCE -214,807 -78,340 205,757 -284,097 -81,479 -431,835 FUND CASH AND INVESTMENT SUMMARY Opening Balance Period Activity Ending Balance Water Utility Fund Cash 1,027,071 -133,876 893,195 LGIP #1 - Capital Project Fund 2,623,332 8,080 2,631,412 LGIP #2 - Impact Fee Fund 1,373,699 4,231 1,377,930 LGIP #3 - Equipment Replacement Fund 919,195 2,831 922,026 LGIP #4 - Water Operating Reserves Fund 321,286 989 322,274 TOTAL WATER FUND CASH AND INVESTMENT 6,264,582 -117,745 6,146,837 LAKE GENEVA UTILITY COMMISSION X0A1CX0A1C X0A1CX0A1CX0A1CX0A1C Page 5 of 33 Page 6 of 33 Page 7 of 33 Page 8 of 33 Page 9 of 33 Page 10 of 33 Page 11 of 33 Page 12 of 33 Page 13 of 33 Page 14 of 33 Lake Geneva Utility Commission MUNICIPAL WATER AND WASTEWATER SERVICES 361 W Main Street P.O. Box 187 Lake Geneva, WI 53147 262-248-2311 www.lgutilitycommission.com Dennis Lyon – President Josh Gajewski – Utility Director Jeff Ecklund – Water Superintendent Ken Bauman – Wastewater Superintendent TO: Lake Geneva Utility Commission FROM: Josh Gajewski, Utility Director SUBJECT: June 2026 Director’s Report WATER OPERATIONS Site work for the Center St. Tower Painting Project began June 2nd, and it is currently expected that the interior work will be completed by June 19th. Pending weather for the exterior work, construction may be completed near the end of June. Substantial completion for the Hwy H Utility Improvements Project is expected to be reached by June 17th. Final restoration will continue for approximately a week afterward and will be coordinated with the ongoing County paving work. WASTEWATER OPERATIONS Staff proceeded with several equipment maintenance services and replacements that were necessary after the April weather events. As the last of the replacement equipment units arrive, staff will finalize their replacement. Annual maintenance work continues with structure inspections within the col lection system , and seasonal surface maintenance work at the groundwater treatment system was recently completed. As the Wastewater Treatment Plant Facilities Planning moves forwa rd, a working session for the evaluation of treatment alternatives was held in early June. The current schedule anticipates that the report will be in final draft format near the end of July, at which time an update will be provided to the Commission before we pro ceed toward the require d public hearing that’s necessary to finalize the work. OFFICE & ADMINISTRATION Second quarter utility billing is under way, and bills will be issued on July 1 st to start t he collections process. Utility staff continues to coordinate with BS&A for the transition of billing and fina ncial software. Several recent and upcoming meetings will focus on data gathering and review for the conversion. Several coordination meetings with WisDOT were attended for the STH 50/Main Street project, which remains on schedule for release of bidding in November of 2026, followe d by Utility construction beginning in approximately February of 2027. Page 15 of 33 Page 16 of 33 From 1. 2. 3. 4. 5. a. X b. X c. 6. 7. 8. 9. PAYMENT OF: Title: 226,993.25$ Amount eligible to date (Line 4 - Line 5.c) Less previous payments (Line 6 from prior application) Amount due this application Contractor: 336,850.04$ 11,947.01$ -$ 145,621.00$ 5% 81,372.25$ $ 238,940.26 $ - (line 8 or other - attach explanation of the other amount) 4/9/2026 Contractor's Application for Payment Application No.: 2 26012 Lake Geneva Utility Commission Ultimate Backroads LLC MSA Professional Services Sheridan Springs/CTH H Utility Improvements Owner's Project No.: Engineer's Project No.: Contractor's Project No.: Application Period: Contract: Owner: Contractor: Engineer: Project: to 07815014 Utility Improvements 4/1/2026 5/15/2026 Application Date: 5/15/2026 Ultimate Backroads LLC Contractor's Certification Balance to finish, including retainage (Line 3 - Line 4, plus 5c) Approved by Owner The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Recommended by Engineer Net change by Change Orders Date: Signature: Title: Date: Approved by Funding Agency By: Title: Date: By: Date: 145,621.00$ By: Title: Date: By: (Sum of Column G Lump Sum Total and Column J Unit Price Total) Retainage Work Completed Stored Materials Total Retainage (Line 5.a + Line 5.b) Current Contract Price (Line 1 + Line 2) 11,947.01$ 551,220.75$ 12,622.54$ 563,843.29$ 238,940.26$ Original Contract Price Total Work completed and materials stored to date EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. Project Engineer, MSA 5/22/2026 Page 17 of 33 07815014 26012 2 From 04/01/26 to 05/15/26 05/15/26 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1.00 LS $ 30,000.00 $ 30,000.00 1.00 $ 30,000.00 $ 30,000.00 100% $ - 2 1.00 LS $ 55,655.00 $ 55,655.00 1.00 $ 55,655.00 $ 55,655.00 100% $ - 3 10.00 EA $ 464.00 $ 4,640.00 5.00 $ 2,320.00 $ 2,320.00 50% $ 2,320.00 4 3.00 EA $ 1.00 $ 3.00 $ - $ - 0% $ 3.00 5 2.00 EA $ 620.00 $ 1,240.00 1.00 $ 620.00 $ 620.00 50% $ 620.00 6 1.00 LS $ 2,066.00 $ 2,066.00 $ - $ - 0% $ 2,066.00 7 1.00 LS $ 300.00 $ 300.00 $ - $ - 0% $ 300.00 8 70.00 LF $ 33.00 $ 2,310.00 11.00 $ 363.00 $ 363.00 16% $ 1,947.00 9 288.00 SF $ 7.00 $ 2,016.00 $ - $ - 0% $ 2,016.00 10 7.00 EA $ 455.00 $ 3,185.00 1.00 $ 455.00 $ 455.00 14% $ 2,730.00 11 4.00 EA $ 200.00 $ 800.00 $ - $ - 0% $ 800.00 12 15.00 LF $ 177.00 $ 2,655.00 $ - $ - 0% $ 2,655.00 13 10.00 LF $ 260.25 $ 2,602.50 9.70 $ 2,524.43 $ 2,524.43 97% $ 78.07 14 410.00 LF $ 115.00 $ 47,150.00 55.50 $ 6,382.50 $ 6,382.50 14% $ 40,767.50 15 10.00 LF $ 165.00 $ 1,650.00 $ - $ - 0% $ 1,650.00 16 2.00 EA $ 3,852.00 $ 7,704.00 1.00 $ 3,852.00 $ 3,852.00 50% $ 3,852.00 17 1.00 EA $ 2,652.00 $ 2,652.00 $ - $ - 0% $ 2,652.00 18 1.00 EA $ 2,891.00 $ 2,891.00 $ - $ - 0% $ 2,891.00 19 1.00 EA $ 2,346.00 $ 2,346.00 1.00 $ 2,346.00 $ 2,346.00 100% $ - 20 1.00 EA $ 1,851.00 $ 1,851.00 $ - $ - 0% $ 1,851.00 21 9.00 EA $ 565.00 $ 5,085.00 $ - $ - 0% $ 5,085.00 22 320.00 LF $ 136.25 $ 43,600.00 369.00 $ 50,276.25 $ 50,276.25 115% $ (6,676.25) 23 6.00 EA $ 2,025.00 $ 12,150.00 8.00 $ 16,200.00 $ 16,200.00 133% $ (4,050.00) 24 1.00 EA $ 1,533.00 $ 1,533.00 $ - $ - 0% $ 1,533.00 25 1.00 EA $ 1,498.00 $ 1,498.00 1.00 $ 1,498.00 $ 1,498.00 100% $ - 26 13.00 EA $ 750.00 $ 9,750.00 $ - $ - 0% $ 9,750.00 27 7.00 EA $ 750.00 $ 5,250.00 3.00 $ 2,250.00 $ 2,250.00 43% $ 3,000.00 28 140.00 LF $ 210.00 $ 29,400.00 11.00 $ 2,310.00 $ 2,310.00 8% $ 27,090.00 29 3.00 EA $ 4,900.00 $ 14,700.00 1.00 $ 4,900.00 $ 4,900.00 33% $ 9,800.00 30 4.00 EA $ 740.00 $ 2,960.00 1.00 $ 740.00 $ 740.00 25% $ 2,220.00 31 122.00 LF $ 21.00 $ 2,562.00 $ - $ - 0% $ 2,562.00 32 4.00 EA $ 625.00 $ 2,500.00 1.00 $ 625.00 $ 625.00 25% $ 1,875.00 33 3.00 EA $ 315.25 $ 945.75 1.00 $ 315.25 $ 315.25 33% $ 630.50 34 6.00 EA $ 1,874.00 $ 11,244.00 1.00 $ 1,874.00 $ 1,874.00 17% $ 9,370.00 35 6.00 EA $ 1,274.00 $ 7,644.00 $ - $ - 0% $ 7,644.00 36 1.00 LS $ 4,500.00 $ 4,500.00 $ - $ - 0% $ 4,500.00 37 650.00 LF $ 78.00 $ 50,700.00 215.00 $ 16,770.00 $ 16,770.00 33% $ 33,930.00 38 450.00 LF $ 41.45 $ 18,652.50 96.00 $ 3,979.20 $ 3,979.20 21% $ 14,673.30 39 1.00 LS $ 310.00 $ 310.00 $ - $ - 0% $ 310.00 Temporary Water Services Sanitary Sewer, PVC, 8-Inch Sanitary Manhole, 48-Inch, Complete Connect to Existing Sanitary Sewer Bend, 8-inch 1-1/4 Inch SDR 9 Polyethylene Water Service 1-1/4 Inch Corporation, Curb Stop, Box & Reconnect. Reducer, 8-inch x 6-inch Reducer, 8-inch x 4-inch Slurry Fill, Cap & Abandon Existing Sanitary Sewer Remove Existing Sanitary Manhole Cap & Abandon Existing 4-inch Pipe Through San MHs Manhole Casting, Adjustment and Chimney Seal Sanitary Bypass Pumping Utility Trench Slurry Backfill Utility Trench Granular Backfill Salvage, Reinstall and Regrade Gravel Driveway Abandon Existing Water Valve Water Main, C900, 14-inch Water Main, C900, 12-inch Application Period:Application No.: B Stone Tracking Pad (Undistributed) Original Contract % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Mobilization, Bonds & Insurance Traffic Control Utility Line Opening (ULO) Valve and Box, 6-inch Owner: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.:Lake Geneva Utility Commission MSA Professional Services Ultimate Backroads LLC Sheridan Springs/CTH H Utility Improvements Utility Improvements Engineer: Contractor: Project: Contract: Engineer's Project No.: Contractor's Project No.: Application Date: Cap and Abandon Existing Watermain Description Work Completed Materials Currently Stored (not in G) ($) Tree Removal Clearing & Grubbing Salvage, Stockpile, Reinstall Mailboxes Remove Existing Watermain 2-Inch Rigid Insulation Tee, 12-inch x 8-inch Tee, 8-inch x 6-inch Water Main, C900, 8-inch Water Main, C900, 6-inch Valve and Box, 8-inch Tee, 14-inch x 8-inch Manhole Adjustment and Chimney Seal (Undistributed) Connect to Existing Watermain Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 4 Page 18 of 33 07815014 26012 2 From 04/01/26 to 05/15/26 05/15/26 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Period:Application No.: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Owner: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.:Lake Geneva Utility Commission MSA Professional Services Ultimate Backroads LLC Sheridan Springs/CTH H Utility Improvements Utility Improvements Engineer: Contractor: Project: Contract: Engineer's Project No.: Contractor's Project No.: Application Date: Description Work Completed Materials Currently Stored (not in G) ($) 40 1,470.00 SY $ 8.00 $ 11,760.00 1,470.00 $ 11,760.00 $ 11,760.00 100% $ - 41 80.00 CY $ 20.60 $ 1,648.00 $ - $ - 0% $ 1,648.00 42 160.00 TON $ 28.85 $ 4,616.00 $ - $ - 0% $ 4,616.00 43 1,515.00 TON $ 28.85 $ 43,707.75 39.53 $ 1,140.44 $ 1,140.44 3% $ 42,567.31 44 305.00 LF $ 11.00 $ 3,355.00 117.50 $ 1,292.50 $ 1,292.50 39% $ 2,062.50 45 940.00 SF $ 1.25 $ 1,175.00 $ - $ - 0% $ 1,175.00 46 105.00 LF $ 72.15 $ 7,575.75 49.00 $ 3,535.35 $ 3,535.35 47% $ 4,040.40 47 250.00 SF $ 14.45 $ 3,612.50 $ - $ - 0% $ 3,612.50 48 160.00 SF $ 16.00 $ 2,560.00 $ - $ - 0% $ 2,560.00 49 165.00 TON $ 144.00 $ 23,760.00 $ - $ - 0% $ 23,760.00 50 35.00 TON $ 144.00 $ 5,040.00 $ - $ - 0% $ 5,040.00 51 10.00 SF $ 62.00 $ 620.00 $ - $ - 0% $ 620.00 52 1,065.00 SY $ 12.30 $ 13,099.50 $ - $ - 0% $ 13,099.50 53 565.00 LF $ 2.30 $ 1,299.50 506.00 $ 1,163.80 $ 1,163.80 90% $ 135.70 54 19.00 EA $ 65.00 $ 1,235.00 18.00 $ 1,170.00 $ 1,170.00 95% $ 65.00 55 4.00 EA $ 20.00 $ 80.00 $ - $ - 0% $ 80.00 56 150.00 LF $ 6.00 $ 900.00 $ - $ - 0% $ 900.00 57 1.00 LS $ 5,000.00 $ 5,000.00 $ - $ - 0% $ 5,000.00 58 52.00 VF $ 413.00 $ 21,476.00 $ - $ - 0% $ 21,476.00 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 551,220.75$ 226,317.72$ -$ 226,317.72$ 41% 324,903.03$ Concrete Curb & Gutter Removal Concrete Pavement Removal Sediment Logs (Undistributed) Mobilization, Bonds & Insurance (Bid Alternative A) Detectable Warning Fields Topsoil, Seed, Fertilize, Erosion Mat Class II Type B (Urban) Silt Fence (Undistributed) Inlet Protection Culvert Ditch Checks Concrete Curb and Gutter, 30-Inch Concrete Sidewalk, 4-Inch Depth Concrete Driveway & Sidewalk Apron, 6-Inch Depth Hot Mix Asphaltic Pavement, Roadway, Type 4LT 58-28 S Hot Mix Asphaltic Pavement, Driveways, 3-IN Depth, Type 4LT 58-28 S Excavation Below Subgrade (EBS) Breaker Run Dense Graded Base Asphalt Pavement Removal Original Contract Totals Polyurea Lining Systems for Underground Structures, 48- Inch, Veritical Foot Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 4 Page 19 of 33 07815014 26012 2 From 04/01/26 to 05/15/26 05/15/26 A C D E F G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Period:Application No.: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Owner: Contractor's Application for PaymentProgress Estimate - Unit Price Work Owner's Project No.:Lake Geneva Utility Commission MSA Professional Services Ultimate Backroads LLC Sheridan Springs/CTH H Utility Improvements Utility Improvements Engineer: Contractor: Project: Contract: Engineer's Project No.: Contractor's Project No.: Application Date: Description Work Completed Materials Currently Stored (not in G) ($) CO01 1.00 LS 12,622.54 12,622.54 1.00 12,622.54 12,622.54 100% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12,622.54$ 12,622.54$ -$ 12,622.54$ 100% -$ 563,843.29$ 238,940.26$ -$ 238,940.26$ 42% 324,903.03$ Change Orders Project Totals Change Order Totals Original Contract and Change Orders Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 4 of 4 Page 20 of 33 Page 21 of 33 ITEM ITEM EST. UNIT TOTAL NO. DESCRIPTION QTY UNITS PRICE PRICE GENERAL 1 Mobilization, Bonds & Insurance 1 LS 10,000.00$ 10,000.00$ 2 Traffic Control 1 LS 15,000.00$ 15,000.00$ 3 Sanitary Sewer Cleaning, Televising & Investigation, Laterals 19 EA 700.00$ 13,300.00$ 4 Cured-in-Place Liner, 8-Inch 1,642 LF 50.00$ 82,100.00$ 5 Reinstate Lateral Connection 19 EA 100.00$ 1,900.00$ 6 Grout Lateral Connection 9 EA 1,000.00$ 9,000.00$ SUB-TOTAL: Items #1-#6 131,300.00$ UNDISTRIBUTED ITEMS 7 Ream Protruding Tap (Undistributed) 2 EA 270.00$ 540.00$ 8 Supplemental Grout (Undistributed) 30 GAL 12.00$ 360.00$ 9 CIPP Lateral Work Mobilization - Main St Area (Undistributed) 1 LS 2,500.00$ 2,500.00$ 10 CIPP Lateral Work Mobilization - Mariane Terrace & Pine Tree Ln Area (Undistributed) 1 LS 2,500.00$ 2,500.00$ 11 CIPP Lateral Tee Liner for 8-Inch Main (Undistributed) 10 EA 5,000.00$ 50,000.00$ SUB-TOTAL: Items #7-#11 55,900.00$ TOTAL: Base Bid (Items #1-11) 187,200.00$ Contingency (10%) 18,800.00$ TOTAL + Contingency 206,000.00$ LAKE GENEVA UTILITY COMMISSION (LGU) SANITARY SEWER LINING - 2026 ENGINEER'S ESTIMATE OF PROBABLE COSTS CITY OF LAKE GENEVA, WALWORTH COUNTY, WISCONSIN DATE CREATED: 06/11/2026 07815017 Engineer Estimate, Bid Tab & Pay Application Engineers Estimate Page 22 of 33 © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALSANITARY SEWER LINING - 2026LAKE GENEVA UTILITY COMMISSION (LGU)CITY OF LAKE GENEVA, WALWORTH COUNTY, WISCONSINPROJECT NO.07815017SHEETG1 DRAWN BY: Init DESIGNED BY: Init CHECKED BY: InitTITLE SHEET PLOT DATE: 6/11/2026 12:59 PM, G:\07\07815\07815017\CADD\Construction Documents\07815017 TITLE SHEET.dwg PROJECT DATE: .NO.REVISIONBY .. .. DATE6/11/2026.... SANITARY SEWER LINING - 2026CITY OF LAKE GENEVAWALWORTH COUNTY,WISCONSINSHEET INDEXUTILITIES NOT TO SCALELOCATION MAP PROJECTLOCATION NOTE:UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND CONTRACTORSHALL HAVE APPROPRIATE UTILITY MARK EXACT LOCATIONS PRIOR TOCONSTRUCTION.(800) 242-8511Dialorwww.DiggersHotline.com LEGEND BURIED ELECTRIC EXISTING WATER MAIN, VALVE & HYDRANTEXISTING WATER SERVICE & CURB STOPPROPOSED WATER MAIN, VALVE, & HYDRANTPROPOSED WATER SERVICE & CURB STOPEXISTING SANITARY SEWER & MANHOLEEXISTING STORM SEWER & INLETPROPOSED STORM SEWER & INLETPROPOSED SANITARY SEWER & MANHOLEBURIED CABLE TELEVISIONBURIED TELEPHONEBURIED FIBER OPTICSEXISTING CURB & GUTTERPROPOSED CURB & GUTTEREXISTING SIDEWALKPROPOSED SIDEWALKEXISTING CULVERT PIPEFENCE LINE EXISTING FORCEMAINBURIED GAS & VALVE EXISTING WATER MAIN UTILITY POLE & GUYSOIL BORINGLIGHT POLEPEDESTALSTREET SIGNTREE - CONIFEROUS SILT FENCEPROPERTY LINEIRON PIPE MAILBOXTREE TO BE REMOVEDTREE - DECIDUOUS CONTROL POINTTREE LINERIGHT-OF-WAYBASELINE FLAGPOLE DRAINAGE ARROW RAILROAD TRACKSPROPOSED CULVERT PIPE IRON ROD OVERHEAD UTILITY BENCHMARK1000.00 <PROPOSED STORM SEWER & MANHOLE G - GENERAL SHEETSG1TITLE SHEETG2DETAILSG3SEWER LINING & TRAFFIC CONTROL PLAN - MAIN ST, COUNTRYCLUB DR & WEST STG4SEWER LINING & TRAFFIC CONTROL PLAN - MARIANE TERRACE& PINE TREE LANECITY OF LAKE GENEVA:LAKE GENEVA PUBLIC WORKS DEPARTMENTTOM EARLE, DIRECTOR OF PUBLIC WORKS1065 CAREY STREETLAKE GENEVA, WI 53147PHONE: (262) 248-6644EMAIL: TEARLE@CITYOFLAKEGENEVA.COMELECTRIC:ALLIANT ENERGIESAUSTIN KROHN1870 HAYNES DRIVESUN PRAIRIE WI 53590EMAIL: AUSTINKROHN@ALLIANTENERGY.COMPHONE: (262) 741- 0905 SEWER & WATER:LAKE GENEVA UTILITY COMMISSIONJOSH GAJEWSKI, UTILITY COMMISSION DIRECTORP.O. BOX 187361 MAIN STLAKE GENEVA, WI 53147PHONE: (262) 248 - 2311 GAS:WE ENERGIESNICK WAGNER, DESIGN SPECIALIST1870 HAYNES DRIVESUN PRAIRIE, WI 53590EMAIL: NICHOLAS.WAGNER@WE-ENERGIES.COM (414) 296-4333247 W Freshwater Way, Milwaukee WI 53204 OWNER: LAKE GENEVA UTILITIES (LGU) PROJECT AREA: MAIN ST, COUNTRYCLUB DR & WEST ST PROJECT AREA: MARINE TERRACE& PINE TREE LN 190% PLAN SUBMITTAL TO LGUJW Page 23 of 33 © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALSANITARY SEWER LINING - 2026LAKE GENEVA UTILITY COMMISSION (LGU)CITY OF LAKE GENEVA, WALWORTH COUNTY, WISCONSINPROJECT NO.07815017SHEETG2 DRAWN BY: Init DESIGNED BY: Init CHECKED BY: InitDETAILS PLOT DATE: 6/11/2026 12:59 PM, G:\07\07815\07815017\CADD\Construction Documents\07815017 Detail Sheets.dwg PROJECT DATE: .NO.REVISIONBY .. .. DATE6/11/2026.... 5 DRUMS SPACED AT10' INTERVALS AS NEEDEDIN FRONT OF ARROW BOARDTEMPORARY PAVEMENT MARKING LINE, 6 INCH,(WHITE ON RIGHT, YELLOW ON LEFT)AAL(TAPER LENGTH)BUFFER SPACE (B)A GENERAL NOTES 100'TYP. 1 G20-2A W20-1A W20-5A WO4-2R A SE A XXX LEGENDSIGN ON PERMANENT SUPPORTTRAFFIC CONTROL DRUMTRAFFIC CONTROL DRUM WITH TYPE "C" STEADY BURN LIGHTTYPE III BARRICADE WITH ATTACHED SIGNTYPE "A" WARNING LIGHT (FLASHING)REMOVING PAVEMENT MARKINGSDIRECTION OF TRAFFICWORK AREACONNECTED ARROW BOARDWZ START LOCATION MARKEREWZ END LOCATION MARKERS 1 253035200'200'350'POSTED SPEED LIMITPRIOR TO WORKSTARTING (MPH)ADVANCEWARNING SIGNSPACING (A) FEETTAPER LENGTH(12 FT. LANE)(L) FEETBUFFERSPACE(B) FEET125'180'245'155'200'250'4045350'500'320'540'305'360'5055500'500'600'660'425'495' 48"X24" X X X X X X X X XSPACING:25' @ 40 MPH OR LESS50' @ 45 MPH OR MORESPACING:50' MAX. @ 40 MPH OR LESS100' MAX @ 45 MPH OR MOREA W20-1AG20-160"X24"G20-2A48"X24" THIS DETAIL MAY BE USED FOR ROADWAYS WITH EITHER TWO OR THREE LANES IN EACH DIRECTION.ALL SIGNS ARE 48"X48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE CONSTRAINTS INURBAN AREAS, 36"X 36" SIGNS MAY BE USED IF APPROVED BY REGIONAL TRAFFIC UNIT."WO" SIGN IS THE SAME AS "W" SIGN EXCEPT THE BACKGROUND IS ORANGE.ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH THE TRAFFIC CONTROL "IN USE" SHALLBE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER. NO WARNING LIGHTSSHALL BE WORKING ON COVERED OR "DOWNED" SIGNS.SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS OR THAT WILL BE PLACEDIN A CLOSED LANE MAY BE MOUNTED ON TEMPORARY SUPPORTS.THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FITFIELD CONDITIONS AS APPROVED BY THE ENGINEER.THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND TOPROVIDE A MINIMUM OF 200 FEET (500' DESIRABLE) DISTANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACEW20-1A, G20-1 AND G20-2A SIGNS ARE NOT REQUIRED IF THE LANE CLOSURE IS WITHIN A LARGER WORK ZONEWHERE THESE SIGNS ARE ALREADY PRESENT.REMOVE PAVEMENT MARKINGS AND PLACE TEMPORARY PAVEMENT MARKING LINE IF LANE CLOSURE IS TO BE IN PLACE FOR 4 OR MORE CONTINUOUS DAYS AND NIGHTS.CONSIDER GEOMETRICS WHEN LOCATING SIGNS AND ARROW BOARDS SO THE APPROACHING DRIVER HAS ACLEAR VIEW OF THE ARROW BOARDS AND LANE CLOSURE DRUMS FOR A MINIMUM 1500 FEET IN FRONT OF DRUMS. DRUMS IN A CLOSED LANE THAT MUST BE MOVED FOR A WORK OPERATION SHALL BE IMMEDIATELYREESTABLISHED UPON COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OFEACH WORKING DAY.CHANNELIZING DEVICES PLACED ADJACENT TO WORK AREA SHALL BE PULLED BACK FROM THE TRAVEL LANEWHEN WORK IS NOT IN PROGRESS.WARNING LIGHTS ARE NOT REQUIRED IF THE LANE CLOSURE IS A DAYTIME ONLY OPERATION.OMIT G20-1 SIGNS IF LENGTH OF WORK AREA IS 2 MILES OR LESS.2 WORK AREA2 PLACE 3 DRUMS APPROXIMATELYEVERY 1000' ACROSS THECLOSED LANE.1000' TYPE III BARRICADER11-2L48" X 30"CLOSEDLANE STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATEWORK ZONE ENGINEER/S/FHWA NON-FREEWAY/EXPRESSWAYNovember 2025Andrew Heidtke CLOSURE, UNDIVIDEDSINGLE RIGHT LANETRAFFIC CONTROL, 6SDD SDD 6 15D20-11b 15D20-11b AL(TAPER LENGTH)BUFFER SPACE (B) GENERAL NOTES 100'TYP. 1 BUFFER SPACE (B)L(TAPER LENGTH) TEMPORARY PAVEMENT MARKING LINE,6 INCH (WHITE ON RIGHT, YELLOW ON LEFT) L / 322 AWO4-2L AAA A100'TYP. SE ES L / 3A SPACING:50' MAX. @ 35 MPH OR LESS100' MAX @ 40 MPH OR MORE XXX LEGENDSIGN ON PERMANENT SUPPORTTRAFFIC CONTROL DRUMTRAFFIC CONTROL DRUM WITH TYPE "C" STEADY BURN LIGHTTYPE III BARRICADE WITH ATTACHED SIGNTYPE "A" WARNING LIGHT (FLASHING)REMOVING PAVEMENT MARKINGSDIRECTION OF TRAFFICWORK AREACONNECTED ARROW BOARDWZ START LOCATION MARKEREWZ END LOCATION MARKERS 12 253035200'200'350'POSTED SPEED LIMITPRIOR TO WORKSTARTING (MPH)ADVANCEWARNING SIGNSPACING (A) FEETTAPER LENGTH(12 FT. LANE)(L) FEETBUFFERSPACE(B) FEET125'180'245'155'200'250'4045350'500'320'540'305'360'5055500'500'600'660'425'495' 1WO4-2L SPACING:50' MAX. @ 35 MPH OR LESS100' MAX @ 40 MPH OR MORE A W20-1AW20-55A G20-2A48"X24" G20-2A48"X24" G20-160"X24"W20-55A W20-1A G20-160"X24" THIS DETAIL MAY BE USED FOR ROADWAYS WITH EITHER TWO OR THREE LANES IN EACH DIRECTION.ALL SIGNS ARE 48"X48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE CONSTRAINTS INURBAN AREAS, 36"X 36" SIGNS MAY BE USED IF APPROVED BY REGIONAL TRAFFIC UNIT."WO" SIGN IS THE SAME AS "W" SIGN EXCEPT THE BACKGROUND IS ORANGE.ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH THE TRAFFIC CONTROL "IN USE" SHALLBE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER. NO WARNING LIGHTSSHALL BE WORKING ON COVERED OR "DOWNED" SIGNS.SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS OR THAT WILL BE PLACEDIN A CLOSED LANE MAY BE MOUNTED ON TEMPORARY SUPPORTS.THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FITFIELD CONDITIONS AS APPROVED BY THE ENGINEER.THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH ANDTO PROVIDE A MINIMUM OF 200 FEET (500' DESIRABLE) DISTANCE TO EXISTING SIGNS THAT WILL REMAININ PLACE.W20-1A, G20-1 AND G20-2A SIGNS ARE NOT REQUIRED IF THE LANE CLOSURE IS WITHIN A LARGER WORKZONE WHERE THESE SIGNS ARE ALREADY PRESENT.REMOVE PAVEMENT MARKINGS AND PLACE TEMPORARY PAVEMENT MARKING LINE IF LANE CLOSURE IS TOBE IN PLACE FOR 4 OR MORE CONTINUOUS DAYS AND NIGHTS.CONSIDER GEOMETRICS WHEN LOCATING SIGNS AND ARROW BOARDS SO THE APPROACHING DRIVER HAS ACLEAR VIEW OF THE ARROW BOARDS AND LANE CLOSURE DRUMS FOR A MINIMUM 1500 FEET IN FRONT OFDRUMS.DUE TO LACK OF SHOULDER/MEDIAN, ARROW BOARD IS PLACED AT THE THE END OF THE TAPER. CHANNELIZING DEVICES PLACED ADJACENT TO WORK AREA SHALL BE PULLED BACK FROM THE TRAVEL LANEWHEN WORK IS NOT IN PROGRESS.WARNING LIGHTS ARE NOT REQUIRED IF THE LANE CLOSURE IS A DAYTIME ONLY OPERATION.OMIT G20-1 SIGNS IF LENGTH OF WORK AREA IS 2 MILES OR LESS.LANE MAY BE OPENED WHEN WORKERS ARE NOT PRESENT IN THE WORK AREA. TYPE III BARRICADER11-2L48" X 30" DRUMS IN A CLOSED LANE THAT MUST BE MOVED FOR A WORK OPERATION SHALL BE IMMEDIATELYREESTABLISHED UPON COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OFEACH WORKING DAY. WORK AREA3 PLACE 3 DRUMS APPROXIMATELYEVERY 1000' ACROSS THECLOSED LANE. 1000' 1000'3CLOSEDLANE SPACING:25' MAX. @ 35 MPH OR LESS50' MAX @ 40 MPH OR MORE STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATEWORK ZONE ENGINEER/S/FHWA NON-FREEWAY/EXPRESSWAYNovember 2025Andrew Heidtke CLOSURE, UNDIVIDEDSINGLE LEFT LANETRAFFIC CONTROL, 6SDD SDD 6 15D20-11c 15D20-11c (414) 296-4333247 W Freshwater Way, Milwaukee WI 53204 TOPSOILSUBSOILSTRAW MULCH OR EROSION CONTROL BLANKETAS SPECIFIED BY CITY PUBLIC WORKSSPECIFIED SEED MIX ANDFERTILIZER APPLIED ATSPECIFIED RATESCARIFY SUBSOIL TO PROMOTEROOT PENETRATION 4" MIN.TOPSOIL AND SEEDING DETAILNO SCALE STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATE/S/FHWANovember 2025ANDREW HEIDTKEUNDIVIDED ROADWAYSHOULDER OR PARKING LANE,TRAFFIC CONTROL, WORK ON STATEWIDE WORK ZONE TRAFFICSAFETY ENGINEER WORKROADAHEADW20-1A LEGENDGENERAL NOTES WORKROADAHEADW20-1A WORKNARROWSROAD A A W21-5WO5-1 ORIF TRAFFIC CONTROL DEVICESENCROACH ONTO TRAVELED WAY, USE AL/3BUFFER SPACE (B)ENDROAD WORKG20-2A 50' MAX. AT 40 MPH OR LESS100' MAX. AT 45 MPH OR MORE ENDROAD WORKG20-2A 5 DRUMSMINIMUMIN TAPERWORK AREA25' MAX AT 40 MPH OR LESS50' MAX. AT 45 MPH OR MORE 253035200'200'350'POSTED SPEED LIMITPRIOR TO WORKSTARTING (MPH)ADVANCEWARNING SIGNSPACING (A) FEETBUFFERSPACE(B) FEET155200250 4045350'500'305360 5055500'500'425495 W, LATERAL OFFSET (FT)82435476210411628405470119132457 10152026455014202735596617253444748332130405389996SHOULDER TAPER L / 3 547391109127145 ALL SIGNS ARE 48"X48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE CONSTRAINTS INURBAN AREAS, 36" X 36" SIGNS MAY BE USED IF APPROVED BY THE REGIONAL TRAFFIC UNIT."WO" SIGN IS THE SAME AS "W" SIGN EXCEPT THE BACKGROUND IS ORANGE.ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH THE TRAFFIC CONTROL "IN USE" SHALL BEREMOVED OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER.THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED TO FITFIELD CONDITIONS AS APPROVED BY THE ENGINEER.CHANNELIZING DEVICES PLACED ADJACENT TO WORK AREA SHALL BE PULLED BACK FROM THE TRAVELLANE WHEN WORK IS NOT IN PROGRESS.SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ONPORTABLE SUPPORTS.W20-1A AND G20-2A SIGNS ARE NOT REQUIRED IF THE WORK AREA IS WITHIN A LARGER WORK ZONEWHERE THESE SIGNS ARE ALREADY PRESENT. G20-2A SIGNS MAY ALSO BE OMITTED IF DURATION OFWORK IS LESS THAN 7 CONTINUOUS DAYS AND NIGHTS. SIGN ON PERMANENT SUPPORTTRAFFIC CONTROL DRUMDIRECTION OF TRAFFICWORK ZONE 48"X24" SHOULDER ORPARKING LANETAPER LENGTH 48"X24" 6SDD SDD 6 15D28-05 15D28-05 GENERAL PROJECT NOTES:1.WORK INCLUDES CIPP LINNING OF SEWERS ATTWO MAIN PROJECT LOCATIONS IN THE CITY:A.W MAIN ST & COUNTRY CLUB DR/WEST ST.B.MARIANE TERRACE & PINE TREE LN.2.A SUMMARY OF WORK IS BELOW:A.MAINLINE WORK INCLUDES CIPP LINING OF THEMAINLINE SEWERS.B.LATERAL IMPROVEMENTS WILL BEDETERMINED AFTER SANITARY SEWERCLEANING & TELEVISING IS COMPLETED.LATERAL IMPROVEMENTS WILL CONSIST OFGROUTING THE LATERAL CONNECTION ORINSTALLATION OF CIPP LATERAL TEE LINER.3.PROJECT WAS NOT SURVEYED. SANITARY SEWERSYSTEM AND PARCEL LINEWORK IS FROM GIS.LATERAL LOCATIONS ARE FROM TV REPORTS.4.RESTORATION OF DISTURBED TURF AREAS SHALLBE CONSIDERED INCIDENTAL TO THE PROJECT. 190% PLAN SUBMITTAL TO LGUJW Page 24 of 33 SANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSAN SAN SANSANSANSANSANSANSANSANSANSAN SANSANSANSANSSSS S S S S S © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALSANITARY SEWER LINING - 2026LAKE GENEVA UTILITY COMMISSION (LGU)CITY OF LAKE GENEVA, WALWORTH COUNTY, WISCONSINPROJECT NO.07815017SHEETG3 DRAWN BY: Init DESIGNED BY: Init CHECKED BY: InitSEWER LINING & TRAFFIC CONTROL PLAN - MAIN ST,COUNTRY CLUB DR & WEST ST PLOT DATE: 6/11/2026 12:59 PM, G:\07\07815\07815017\CADD\Construction Documents\0781507 Sewer Lining Plans.dwg PROJECT DATE: .NO.REVISIONBY .. .. DATE6/11/2026....(414) 296-4333247 W Freshwater Way, Milwaukee WI 53204 MH J7051MH J7050 MH J7052 MH J7049MH J7047MH J7043MH J7048W MAIN ST WEST ST COUNTRY CLUB DR 245 COUNTRY CLUB DR270 COUNTRY CLUB DR626 GENEVAST 342 W MAINST334 W MAIN ST326 W MAIN ST320 W MAIN ST110-1 WESTST234 W MAINST226 W MAINST EXISTING SANITARYSEWER FROM GIS (TYP.) 03060 R3-224"X24" R3-224"X24" MAINTAINBIDIRECTIONALACCESS TODRIVEWAYFOR WORK INVOLVING MH J7048 & J7049:REFERENCE SDD 15D20-11B. EB & WB LEFTTURN LANES TO BE CLOSED AS PART OFWORK INVOLVING MH J7048 & J7049 REFERENCE SDD 15D20-11C; ADVANCEDSIGNAGE AND TRAFFIC CONTROL DEVICESWITHIN THE CLOSURE TAPERS ARE NOTNEEDED DUE TO UPSTEAM TURN LANESTYPE III BARRICADETYPE III BARRICADE WTH ATTACHED SIGNTRAFFIC CONTROL DRUMSIGN ON TEMPORARY SUPPORT GENERAL NOTES FOR TRAFFIC CONTROL1.TRAFFIC CONTROL PLANS ARE NOT TO SCALE.2.COVER, REMOVE, OR ALTER ANY EXISTING OR PROPOSED SIGNS THAT DISPLAY A CONFLICTING MESSAGE.3.BARRICADES THAT MUST BE MOVED FOR A WORK OPERATION SHALLBE IMMEDIATELY RE-ESTABLISHED UPON COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OF EACHWORKING DAY.4.MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES.LEGEND - SANITARY SEWER:CURED-IN-PLACE LINER, 8-INSSWR TV REPORT NOTES LATERAL IS CAPPEDLATERAL IMPROVEMENTS; SEE GENERAL PROJECT NOTES ON SHEET G2 TYPE III BARRICADECLOSEDLANER11-2L48" X 30" TYPE III BARRICADECLOSEDLANER11-2L48" X 30" TRAFFIC CONTROL LEGEND 190% PLAN SUBMITTAL TO LGUJW Page 25 of 33 <><><><><> SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSAN SANSANSANSANSANSANSAN SAN SANSANSSS S S SSS S SSS S S S S S S S S S © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALSANITARY SEWER LINING - 2026LAKE GENEVA UTILITY COMMISSION (LGU)CITY OF LAKE GENEVA, WALWORTH COUNTY, WISCONSINPROJECT NO.07815017SHEETG4 DRAWN BY: Init DESIGNED BY: Init CHECKED BY: InitSEWER LINING & TRAFFIC CONTROL PLAN - MARIANETERRACE & PINE TREE LANE PLOT DATE: 6/11/2026 12:59 PM, G:\07\07815\07815017\CADD\Construction Documents\0781507 Sewer Lining Plans.dwg PROJECT DATE: .NO.REVISIONBY 190% PLAN SUBMITTAL TO LGU.. .. DATE6/11/2026..JW..(414) 296-4333247 W Freshwater Way, Milwaukee WI 53204 LAKE GENEVA MH L6031 PINE TREE LA MARIANNE TERRACE N KNOLL LA S LAKE SHORE DR MH L6030MH L6028MH L6027MH L6026 MH L6034MH L6022MH L6035 MH L6041MH L6040 MH L6038 MH L6032LIFT STATION WETWELL / MH L6043MH L6042 MH L6029MH L6046 MH L6039MH L6037MH L6036MH L6023 815 PINE TREE LA739 PINE TREE LA731 PINE TREE LA725 PINE TREE LA721 PINE TREE LA713 PINE TREE LA709 PINE TREE LA705 PINE TREE LA 830 PINE TREE LA 824 PINE TREE LA818 PINE TREE LA 816 PINE TREE LA806 PINE TREE LA742 PINE TREE LA736 PINE TREE LA739 KNOLL LA724 PINE TREE LA960 S LAKE SHORE DR960 S LAKE SHORE DR 915 MARIANE TERRACE914 MARIANE TERRACE924 MARIANE TERRACE932 MARIANE TERRACE938 MARIANE TERRACE946 MARIANE TERRACE950 MARIANE TERRACE962 MARIANE TERRACE739 KNOLL LA 910 MARIANE TERRACE MH L6033 EXISTING SANITARYSEWER FROM GIS (TYP.) REFERENCE SSD 15D28-05 FORAPPROPRIATE SIGNAGE &TRAFFIC CONTROL DEVICES 03060 TYPE III BARRICADETYPE III BARRICADE WTH ATTACHED SIGNTRAFFIC CONTROL DRUMSIGN ON TEMPORARY SUPPORT GENERAL NOTES FOR TRAFFIC CONTROL1.TRAFFIC CONTROL PLANS ARE NOT TO SCALE.2.COVER, REMOVE, OR ALTER ANY EXISTING OR PROPOSED SIGNS THAT DISPLAY A CONFLICTING MESSAGE.3.BARRICADES THAT MUST BE MOVED FOR A WORK OPERATION SHALLBE IMMEDIATELY RE-ESTABLISHED UPON COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OF EACHWORKING DAY.4.MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES.LEGEND - SANITARY SEWER:CURED-IN-PLACE LINER, 8-INSSWR TV REPORT NOTES LATERAL IS CAPPEDLATERAL IMPROVEMENTS; SEE GENERAL PROJECT NOTES ON SHEET G2TRAFFIC CONTROL LEGEND Page 26 of 33 Page 27 of 33 \Agreements\Draft Agreements\Walworth ID 3170-09-01/71/81 – SE Region Page 1 of 3 STATE/MUNICIPAL AGREEMENT FOR A STATE- LET HIGHWAY PROJECT Date: June 9, 2026 I.D.: 3170-09-01/71/81 Road Name: STH 50 Limits: FOREST ST TO WELLS ST County: Walworth Roadway Length: 1.16 Miles The signatory Lake Geneva Utility Commission, hereinafter called the Municipality, through its undersigned duly authorized officers or officials, hereby requests the State of Wisconsin Department of Transportation, hereinafter called the State, to initiate and effect the highway or street improvement hereinafter described. The authority for the Municipality to enter into this agreement with the State is provided by Section 86.25(1), (2), and (3) of the Statutes. NEEDS AND ESTIMATE SUMMARY: Existing Facility - Describe and give reason for request: Improvement of Connecting Highway Proposed Improvement - Nature of work: As determined by project scoping. Describe non-participating work included in the project and other work necessary to finish the project completely which will be undertaken independently by the municipality: A nominal amount is included to cover items in paragraph 4 (to be adjusted in the final plan). Items to be 100% locally funded could include, but may not be limited to, adjustment of water service boxes, gate valves, and manholes; adjustment of sanitary sewer manholes, placing of new sanitary manhole seals and covers, stone wall reinstall, surface replacement for utility install. TABLE 1: SUMMARY OF COSTS Total F ederal/State Municipal Phase Est. Cost Funds % Funds %* Preliminary Engineering: Plan Development Real Estate Acquisition: Acquisition 100% -$ 0% Compensable Utilities -$ -$ 0% -$ 100% Construction: 1 Participating 7,126,200$ 7, 126,200$ 100% -$ 0% Non-Participating (71) 100,000$ -$ 0% 100,000$ 100% Non-Participating (81) 3,150,000$ -$ 0% 3,150,000$ 100% Total Cost Distribution 10,376,200$ 7,126,200$ 3,250,000$ * See Item 8 Basis for local participation in Terms and Conditionsplans are complete. This request is subject to the terms and conditions that follow (pages 2 – 3) and is made by the undersigned under proper authority to make such request for the designated Municipality and upon signature by the State and delivery to the Municipality shall constitute agreement between the Municipality and the State. No term or provision of neither the State/Municipal Agreement nor any of its attachments may be changed, waived or terminated orally but only by an instrument in writing executed by both parties to the State/Municipal Agreement. Page 28 of 33 \Agreements\Draft Agreements\Walworth ID 3170-09-01/71/81 – SE Region Page 2 of 3 Signed for and in behalf of the Lake Geneva Utility Commission (please sign in blue ink) Name Title Date Signed for and in behalf of the State (please sign in blue ink) Name Title SE Region Planning Chief Date TERMS AND CONDITIONS: 1. The Municipality shall pay to the State all costs incurred by the State in connection with the improvement which exceeds federal/state financing commitments or are ineligible for federal/state financing. Local participation shall be limited to the items and percentages set forth in the Summary of Costs table, which shows Municipal funding participation. In order to guarantee the Municipality’s foregoing agreements to pay the State, the Municipality, through its above duly authorized officers or officials, agrees and authorizes the State to set off and withhold the required reimbursement amount as determined by the State from General Transportation Aids or any moneys otherwise due and payable by the State to the Municipality. 2. Funding of each project phase is subject to inclusion in an approved program and per the State’s Facility Development Manual (FDM) standards. Federal aid and/or state transportation fund financing will be limited to participation in the costs of the following items as specified in the Summary of Costs: (a) Design engineering and state review services. (b) Real Estate necessitated for the improvement. (c) Compensable utility adjustment and railroad force work necessitated for the project. (d) The grading, base, pavement, curb and gutter, and structure costs to State standards, excluding the cost of parking areas. (e) Storm sewer mains, culverts, laterals, manholes, inlets, catch basins , and connections for surface water drainage of the improvement; including replacement and/or adjustments of existing storm sewer manhole covers and inlet grates as needed. (f) Construction engineering incidental to inspection and supervision of actual construction work, except for inspection, staking, and testing of sanitary sewer and water main. (g) Signing and pavement marking necessitated for the safe and efficient flow of traffic, including detour routes. (h) Replacement of existing sidewalks necessitated by construction and construction of new sidewalk at the time of construction. Sidewalk is considered to be new if it’s constructed in a location where it has not existed before. (i) Replacement of existing driveways, in kind, necessitated by the project. (j) New installations or alteration resulting from roadway construction of standard State street lighting and traffic signals or devices. Alteration may include salvaging and replacement of existing components. 4. Work necessary to complete the improvement to be financed entirely by the Municipality or other utility or facility owner includes the following items: (a) New installations of or alteration of sanitary sewers and connections, water, gas, electric, telephone, telegraph, fire or police alarm facilities, parking meters, and similar utilities. (b) New installation or alteration of signs not necessary for the safe and efficient flow of traffic. (c) Roadway and bridge width in excess of standards. Page 29 of 33 \Agreements\Draft Agreements\Walworth ID 3170-09-01/71/81 – SE Region Page 3 of 3 (d) Construction inspection, staking, and material testing and acceptance for construction of sanitary sewer and water main. (e) Provide complete plans, specifications, and estimates for sanitary sewer and water main work. The Municipality assumes full responsibility for the design, installation, inspection, testing, and operation of the sanitary sewer and water system. This relieves the State and all of its employees from the liability for all suits, actions, or claims resulting from the sanitary sewer and water system construction. (f) Parking lane costs. (g) Coordinate, clean up, and fund any hazardous materials encountered during construction. All hazardous material cleanup work shall be performed in accordance to state and federal regulations. (h) Damages to abutting property due to change in street or sidewalk widths, grades, or drainage. (i) Conditioning, if required, and maintenance of detour routes. (j) Repair of damages to roads or streets caused by reason of their use in hauling materials incidental to the improvement. 5. As the work progresses, the Municipality will be billed for work comple ted which is not chargeable to federal/state funds. Upon completion of the project, a final audit will be made to determine the final division of costs. 6. If the Municipality should withdraw the project, it shall reimburse the State for any costs incurred by the State in behalf of the project. 7. The work will be administered by the State and may include items not eligible for federal/state participation. (a) The Municipality shall assume general responsibility for all public information and public relations for the project and to make a fitting announcement to the press and such outlets as would generally alert the affected property owners and the community of the nature, extent, and timing of the project and arrangements for handling traffic within and around the projects. 8. Basis for local participation: Participation is based on actual costs incurred, all costs listed in Table1: Summary of Costs are approximate costs unless otherwise noted (a) Funding for preliminary engineering for a connecting highway 75% State 25% Municipal based on the Department’s policy for connecting highways. City of Lake Geneva is funding the Municipal share of design for this project (b) Funding for compensable utilities required for standard roadway construction, 100% Municipal. (c) Funding for construction of standard roadway items – 100% State. (d) Funding for non-participating items 100% Municipal. Comments and Clarification: This agreement is an active agreement that may need to be amended as the project is designed. It is understood that these amendments may be needed as some issues have not been fully evaluated or resolved. The purpose of this agreement is to specify the local and state involvement in funding the project. A signed agreement is required before the State will prepare or participate in the preparation of detailed designs, acquire right-of-way, or participate in construction of a project that merits local involvement. [END] Page 30 of 33 Page 31 of 33 Page 32 of 33 STATE OF WISCONSIN WALWORTH COUNTY CITY OF LAKE GENEVA UTILITY COMMISSION RESOLUTION NO. 2026 - 02 WHEREAS, the Wisconsin Department of Natural Resources has issued a permit to the Lake Geneva Wastewater Treatment Plant to discharge under the Wisconsin Pollutant Discharge Elimination System; and WHEREAS, Chapter NR 208, Wis. Admin. Code, requires that WPDES permittees complete and submit a Compliance Maintenance Annual Report (CMAR) to the Wisconsin Department of Natural Resources each year; and WHEREAS, the City of Lake Geneva Board of Utility Commissioners has completed a review of the 2025 Compliance Maintenance Annual Report ; and WHEREAS, the WDNR has been provided with interim goals for chloride concentrations and mass loadings to groundwater that are based on operational variations in plant flows, and WHEREAS, based on the review of the Groundwater Quality section of the CMAR, continued efforts to reduce chlorides in the wastewater collection and treatment system did not result in compliance with Groundwater Enforcement Standards for chloride, as outlined in Chapter NR 140, Wis. Admin. Code , and the effluent quality standards in the WWTP’s WPDES Permit; and WHEREAS, Staff has been directed to accelerate activities outlined in th e Chloride Source Reduction Measures Plan, specifically including the development of a customer incentive program to reduce chloride loadings contributed from water conditioning equipment. NOW, THEREFORE, BE IT HEREBY RESOLVED that the City of Lake Geneva Board of Utility Commissioners does hereby approve the 2025 Compliance Maintenance Annual Report for the Lake Geneva Wastewater Treatment Plant. BE IT FURTHER RESOLVED that Utility Staff have been directed to electronically submit the report to the Wisconsin Department of Natural Resources, as required under Chapter NR 208, Wis. Admin. Code . Adopted this 15th day of June 2026, on a ____ - ____ vote. CITY OF LAKE GENEVA UTILITY COMMISSION By: _________________________ Dennis Lyon, President Attest: _________________________ Jo Busch, Utilities Coordinator Page 33 of 33