Public Works & Utility Committee Agenda/ Packet

VILLAGE OF LISBON W234 N8676 Woodside Rd Lisbon, WI 53089-1545 Office: (262) 246-6100 | Email: villagehall@lisbonwi.gov | Website: www.lisbonwi.gov Join Zoom Online: https://us06web.zoom.us/j/88319721129?pwd=Rm1tdkgzcW9PMG5HY051MlBpbzR4UT09 Zoom by Phone: Dial 1-312-626-6799 Meeting ID: 883 1972 1129 Passcode: 027704 MEETING AGENDA PUBLIC WORKS & UTILITY COMMITTEE – LISBON VILLAGE HALL June 17, 2026, at 5:00P.M. 1. Call to Order & Roll Call 2. Approval of Meeting Minutes • 5/27/2026 Public Works & Utility Committee 3. Department Reports A. Dept. of Public Works – DPW Director B. Utility District – Engineer C. Special Projects - Administrator 4. New Business A. Discussion only: Stormwater Fund Status B. Discussion only: Compost Fund and Brush pickup C. Discussion and necessary action: re: Replace box culvert at Richmond Road 5. Unfinished Business A. Discussion and necessary action re: quotes for valve replacement at Dubnicka, Fieldstone, and Good Hope lift stations and recommendation to the Village Board of the same. 6. Adjournment NOTE: It is possible that members and/or a quorum of other governmental bodies may attend the above meeting to gather information. No action will be taken by any governmental body other than specifically noticed above. Citizens with disabilities who require assistance to participate in this meeting should contact Village Hall at least 72 hours in advance. VILLAGE OF LISBON W234N8676 Woodside Road Lisbon, WI 53089-1545 MEETING MINUTES PUBLIC WORKS & UTILITY COMMITTEE RICHARD JUNG FIRE STATION – May 27, 2026 at 5:00 PM Office: (262) 246-6100 | Email: VillageHall@LisbonWI.gov | Website: www.LisbonWI.gov Call to Order Committee Chair Marc Moonen called the meeting to order at 5:03 p.m. Roll Call Present: Trustees Marc Moonen and Linda Beal; Members Jane Mueller, Joe Eberle, and Dan Plese; Engineer Don Neitzel; Administrator Dan Green; DPW Director Nick Wilichowski; and Clerk Elisa Cappozzo. Approval of Meeting Minutes 04/15/2026 Public Works & Utility Committee Motion by Eberle, second by Beal, to approve the minutes as presented. Motion carried unanimously. Department Reports Public Works Director Wilichowski reported on several recent departmental activities from the last month (see attached report). Committee Chair Moonen asked staff to place a brush pickup analysis item on the June meeting for further discussion. Utility District Engineer Neitzel gave an overview of monthly flows and run time for the J eanine, Plainview, Willow Springs, and Richmond lift stations, as well as the various well readings. It was noted that Next Electric had received a response from We Energies indicating that a formal service application would be required before a cost estimate could be provided. Engineer Neitzel w ill complete and submit the application. Neitzel also mentioned that with the April rain there were 2 bypass events. One event was at the Jeanine Lift Station that resulted in one residence backup, and the other event happened at a manhole upstream of the Dubnica Lift Station that resulted in no residential backups. All proper paperwork was submitted to the DNR. Special Projects Administrator Green deferred his report at this time, as the upcoming joint meeting will address the sewer service area amendment in detail. Public Works & Utility Committee May 27, 2026 Page 2 of 3 Office: (262) 246-6100 | Email: VillageHall@LisbonWI.gov | Website: www.LisbonWI.gov New Business Discussion & necessary action re: placement of “No Parking” signs along Oakwood Road. Administrator Green introduced this item, which originated from the Parks Committee. With the installation of the new baseball diamond, residents along Oakwood Road have seen increased on- street parking and have requested “No Parking” signs be installed on both sides of the street. Green noted that planned park improvement projects include expanded parking near the baseball diamond, which should resolve overflow parking needs in the longer term. Motion by Committee Chair Moonen , second by Eberle, to refer the matter to the Village Board for consideration of a possible ordinance establishing no parking along Oakwood Road . Motion carried unanimously. DPW request for replacement Grapple Rake. DPW Director Wilichowski presented a request to re place the department’s damaged loader pallet forks with a grapple rake attachment. The existing pallet fork lost a tine during winter grinding operations and replacement parts are no longer available from the manufacturer. This grapple rake could save hours of grinder time annually and eliminates the need to rent an additional loader during grinding operations. Administrator Green noted that current road projects are under budget and could possibly fund this purchase. Motion by Eberle, second by Plese, to recommend Village Board approval of the purchase of a Werk - Brau 108” Grapple Rake at a cost not to exceed $26,000, funded from road projects account . Motion carried unanimously. DPW request for replacement Dump Body for 2005 Sterling patrol truck. DPW Director Wilichowski presented a request to replace the dump body on the department’s 2005 Sterling patrol truck. The hoist connection point of the existing body frame has been compromised by rust, creating a visible deformation under load that presents a safety hazard, particularly durin g salting operations when the box needs to be raised. A new steel dump body would allow the Sterling to serve as a dependable backup unit for an additional five to eight years. Two quotes were obtained from Burke and Brake & Equipment with both quotes coming in under $25,000. These quotes were from February and will need to be updated. Motion by Eberle, second by Beal, to recommend to the Village Board the purchase of a replacement steel dump body for the Sterling truck as outlined in the May 27 th, 2026 DPW Director memo, without a capped dollar amount pending an updated quote. Motion carried unanimously. Discussion & necessary action re: purchase of mini excavator with monies from stormwater fund. Administrator Green presented this item regarding the purchase of a mini excavator with funds to come from the stormwater fund. DPW Director Wilichowski and the Parks department intend to demo several mowers and related equipment before returning with specific purchase recommendations. Public Works & Utility Committee May 27, 2026 Page 3 of 3 Office: (262) 246-6100 | Email: VillageHall@LisbonWI.gov | Website: www.LisbonWI.gov The committee expressed general support but preferred to defer action until specific quotes and equipment recommendations were available. Unfinished Business Discussion & necessary action re: Willow Springs Flow Meter quote from Next Electric. Engineer Neitzel addressed this item above in his report. The next step is to complete the We Energies service application and submit it back. No action was taken. Discussion & necessary action re: Richmond School Lift Station Pump Repair/Replacement. Engineer Neitzel presented quotes from Brabazon for the pump that failed at the Richmond Lift Station, previously discussed in concept but returned for formal action. The repair cost was quoted at $2,145, and a replacement quote of $5,500. The committee agreed that the Richmond cost-share agreement should be reviewed and that it should be added to next month’s agenda. Motion by Mueller, second by Beal, to recommend to the Village Board approval of the repair of the Richmond School Lift Station pump at a cost not to exceed $2,145. Motion carried unanimously. Items to be Placed on a Future Agenda Clerk Cappozzo reviewed the remaining topics coming back to the Committee next month. Member Eberle requested a discussion on the stormwater fund. Adjournment There being no further business, motion by Eberle, second by Mueller, to adjourn the meeting at 5:42 p.m. Respectfully submitted, Lisa Tremper Lisa Tremper Deputy Clerk-Treasurer DPW Monthly Report May 2026 Highway Department: • Completed Brush Pick up 2026 • Install UTV Signs • Install Lake Five Farms Signage • Install STOP signs along Bramble, Carberry, Parkway and Forest Hill • Repair Mary Hill asphalt swale • Cut Trees along Mary Hill near asphalt swale and cross culvert • Install Rip Rap along swale on Lakeview Drive • Patch holes • Remove spray paint from Village Hall and 9-11 Memorial • Mow retention ponds • Sideboard repairs on trucks • Prep for summer projects Parks Department: • Summer help has started (3) employees • Mowing • Preparing baseball and soccer fields • Preparations for Lisbon Community Fest • Spraying weeds DPW Director: • Set up a work schedule for drainage and shoulder damage caused by the flooding from the previous months • Asphalt Mary Hill swale and tree cut • Meet with Mitch on storm pond concerns • UTV signage • Work on patching holes and currently working on a plan to resolve Celtic ridge road blow outs from continuing • Work on possible park equipment options to increase production and efficiency • Culvert inspections • Install cameras at the Village Hall • Truck 10 pickup truck insurance claim, mirror was hit by vehicle while installing UTV signs. 107 Parallel Street Beaver Dam, WI 53916 • 1115 S Main Street West Bend, WI 53095 • T 920-356-9447 www.kunkelengineering.com June 10, 2026 To: Village of Lisbon Utility Committee From: Don Neitzel Re: Monthly Report (May) __________________ The monthly engineer’s report for the Village of Lisbon Public Works & Utility Committee is as follows: • May 2026 Flows – Flows for the month of May were trending back towards normal from the prior month of April due to the storms and heavy rain that were received. o The Jeanine Lift Station had an average flow of 22 GPM (average 29,000 GPD) for the month of May, while the month of April was 65 GPM (average 87,000 GPD). o The Plainview Lift Station for the month of May had an average flow of 31 GPM (average 42,000 GPD), while the month of April was 77 GPM (105,000 GPD). o Willow Springs flows for the month of May were once again averaged due to an electric service issue with the flow meter. An average flow of 49,000 Gallons Per Day was used for the month based on historical data for this same time period. As you will note on the historical monthly flow charts, the flows for the Jeanine Lift Station for the month of May fell below the recorded flows of 2024 and 2025 for the same month, while the monthly flows for the Plainview Lift Station were slightly higher than those recorded in 2024 and 2025. • Richmond School Lift Station – o May 2026 - The lift station had a total run time of approximately 112.9 hours for the month of May, with about 55.6 hours on Pump #1 and 57.3 hours on Pump #2. Both pumps averaged about 1.8 hours of run time per day. o I contacted Richmond School to check on the schedule for the internal sewer televising at the school which was scheduled for June 11 th. I was told Sewer Ninjas had an issue with their schedule and they needed to push it back by about 2 weeks. I’m waiting to hear on the new date and time for this. o The well reading for the month of May was 40,400 gallons and for the prior month of April it was 44,900 gallons. (see attached water usage chart and sewer flow information). As you will 107 Parallel Street Beaver Dam, WI 53916 • 1115 S Main Street West Bend, WI 53095 • T 920-356-9447 www.kunkelengineering.com note on the flow chart, the water usage for the month of May 2026 does fall well below what was recorded for the same month during the previous two years. • Fire station Well – o May 2026 - The water usage for the month of May was 5,800 gallons, while the water usage in the prior month of April was 7,200 gallons. (see attached water usage chart). This remains in- line with the monthly flows for both 2025 and 2026 thru the month of May. • Casey’s Well – o May 2026 -The water usage at Casey’s for the month of May were up from the previous month, with 40,945 gallons of water being used in May while the well reading for the month of April was 17,670 gallons. The monthly water usage is up from their overall historical average throughout the year and over the course of the last two years during the same month. (see attached water usage chart). MEMORANDUM Committee/Board Public Works & Utility Committee / Village Board Topic: Storm Water Fund Status From: Daniel Green Department: Administration Presenter: Daniel Green Date of Village Board Action: N/A INFORMATION At the May Public Works meeting, the Committee requested that an update on the Storm Water Fund be added to the agenda. Enclosed is the preliminary budget for next year, which excludes any major purchases or projects. I have also included the 2025 financia l statements for all Enterprise Funds, with particular attention to the Storm Water Fund. On page 11 of the financial statements, the Cash and Cash Equivalents balance for the Storm Water Fund is listed as $650,732. The unrestricted cash amount is shown at the bottom of page 9 as $649,163. Additionally, I have provided a preliminary budget for 2027, which projects an anticipated surplus of $28,000 at the end of 2026. During the audit process, the auditors will also apply an interest income adjustment —this adjustment was $18,223 in 2025. If c urrent trends continue, the unrestricted fund balance is expected to reach approximately $694,400. The long-term intention is to continue building the Storm Water Fund balance to support future culvert replacements and stormwater facility improvements as needs arise. One such need is the box culvert on Richmond Road, located roughly 850 feet east of High Road. This culvert has deteriorated due to high water volumes from October Fields, Celtic Ridge, and Mountain Shadows. This repair/replacement is on the agenda for discussion and possible action, with an estimated cost of $156,906. Another potential expense briefly discussed at the last meeting is the purchase of a mini-excavator, which would be used primarily for ditching and culvert repair/replacement. Given its purpose, it would be appropriate for this equipment to be funded throu gh the Storm Water Fund. As we continue to experience significant flood events, we can expect additional culvert failures, ditch overflows, and similar issues —such as those seen on Mary Hill and Lake Drive earlier this year. The Committee may want to consider adjusting the stormwa ter fee in anticipation of these future needs. The current fee is $48.00. Requested Action No action is required at this time. The Committee may wish to consider the purchase of a mini-excavator funded by the Storm Water Fund. Nick and I will provide additional information regarding the use of debt proceeds originally approved for this purchase. The Committee may also want to discuss the storm water fee and future project planning at a later meeting. Attachments: 2027 Draft Storm Water Budget, 2025 Financial Statements, Mini Excavator Quote Proprietary Funds Nonmajor Storm Water Sewer Water Fund Fund Fund Total Assets Current Assets Cash and investments 650,732$ 273,421$ -$ 924,153$ Receivables Taxes 253,801 15,776 - 269,577 Customers - 18,436 - 18,436 Total current assets 904,533 307,633 - 1,212,166 Noncurrent Assets Restricted: Cash and investments - 596,143 - 596,143 Capital assets: Land 530,141 - - 530,141 Construction in progress - 49,803 - 49,803 Property and equipment 773,635 4,382,267 - 5,155,902 Less accumulated depreciation/amortization (107,177) (1,876,941) - (1,984,118) Total noncurrent assets 1,196,599 3,151,272 - 4,347,871 Total assets 2,101,132 3,458,905 - 5,560,037 Liabilities, Deferred Inflows of Resources and Net Position Current Liabilities Accounts payable - 18,920 - 18,920 Accrued liabilities 1,369 205 - 1,574 Deposits 200 - - 200 Total current liabilities 1,569 19,125 - 20,694 Deferred Inflows of Resources Subsequent year's tax levy 253,801 164 - 253,965 Net Position Investment in capital assets 1,196,599 2,555,129 - 3,751,728 Restricted for equipment replacement - 596,143 - 596,143 Unrestricted 649,163 288,344 - 937,507 Total net position 1,845,762$ 3,439,616$ -$ 5,285,378$ December 31, 2025 Statement of Net Position - Business-Type Activities - Enterprise Funds Village of Lisbon See notes to financial statements 9 Statement of Revenues, Expenses and Changes in Net Position - Proprietary Funds Nonmajor Storm Water Sewer Water Fund Fund Fund Total Operating Revenues Charges for services 257,167$ 411,009$ -$ 668,176$ Operating Expenses Operation and maintenance 208,102 736,384 - 944,486 Depreciation 9,421 87,640 - 97,061 Total operating expenses 217,523 824,024 - 1,041,547 Operating income (loss) 39,644 (413,015) - (373,371) Nonoperating Revenues (Expenses) Investment income 18,223 44,153 - 62,376 Miscellaneous income - 27,051 - 27,051 Total nonoperating revenues (expenses) 18,223 71,204 - 89,427 Income (loss) before transfers and contributions 57,867 (341,811) - (283,944) Transfers In (Out) Transfers in - 365 - 365 Transfers out - - (365) (365) Total transfers in (out) - 365 (365) - Income (loss) before contributions 57,867 730 (730) - Contributions Capital contributions - 49,803 - 49,803 Change in net position 57,867 (291,643) (365) (234,141) Net Position, Beginning 1,787,895 3,731,259 365 5,519,519 Net Position, Ending 1,845,762$ 3,439,616$ -$ 5,285,378$ Year Ended December 31, 2025 Business-Type Activities - Enterprise Funds Village of Lisbon See notes to financial statements 10 Proprietary Funds Nonmajor Storm Water Sewer Water Fund Fund Fund Total Cash Flows From Operating Activities Received from customers 257,167$ 462,498$ -$ 719,665$ Paid to vendors for goods and services (131,462) (759,828) (480) (891,770) Paid to employees for services (78,976) (10,821) - (89,797) Net cash flows from operating activities 46,729 (308,151) (480) (261,902) Cash Flows From Capital and Related Financing Activities Acquisition and construction of capital assets - (6,261) - (6,261) Transfers - 365 (365) - Net cash flows from capital and related financing activities - (5,896) (365) (6,261) Cash Flows From Investing Activities Investment income 18,223 44,153 - 62,376 Net change in cash and cash equivalents 64,952 (269,894) (845) (205,787) Cash and Cash Equivalents, Beginning 585,780 1,139,458 845 1,726,083 Cash and Cash Equivalents, Ending 650,732$ 869,564$ -$ 1,520,296$ Reconciliation of Operating Income (Loss) to Net Cash From Operating Activities Operating income (loss) 39,644$ (413,015)$ -$ (373,371)$ Adjustments to reconcile operating income (loss) to net cash from operating activities: Nonoperating income (expense) - 27,051 - 27,051 Depreciation expense 9,421 87,640 - 97,061 Changes in assets, deferred outflows, deferred inflows and liabilities: Taxes receivable (2,090) 16,576 - 14,486 Accounts receivable - 7,698 - 7,698 Accounts payable (979) (34,470) (480) (35,929) Accrued liabilities (1,357) 205 - (1,152) Deferred inflow of resources, subsequent year's tax levy 2,090 164 - 2,254 Net cash flows from operating activities 46,729$ (308,151)$ (480)$ (261,902)$ Reconciliation of Cash and Cash Equivalents to the Statement of Net Position, Proprietary Funds Cash and investments, statement of net position 650,732$ 273,421$ -$ 924,153$ Restricted cash and investments, statement of net position - 596,143 - 596,143 Cash and Cash Equivalents, Ending 650,732$ 869,564$ -$ 1,520,296$ Noncash Capital and Related Financing Activities Capital assets contributed -$ 49,803$ -$ -$ Statement of Cash Flows - Year Ended December 31, 2025 Business-Type Activities - Enterprise Funds Village of Lisbon See notes to financial statements 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 31 32 34 35 36 37 38 A B J K L M N O P Q R S 12/31/2021 12/31/2022 12/31/2023 12/31/2024 12/31/2025 1/1/2026 9/30/2026 2026 2027 YEAR END YEAR END YEAR END YEAR END YEAR END APPROVED END OF MONTH ESTIMATED PROPOSED PER AUDIT PER AUDIT PER AUDIT PER AUDIT PER AUDIT BUDGET ACTUAL YEAR END BUDGET Revenues 90-430-432-1000 STATE GRANTS - SW - 335 - - - - - - 90-440-443-1003 CULVERT INSP (50% TO GF) 9,675 10,238 6,525 6,300 5,456 6,000 2,475 6,000 6,000 - 90-460-463-1000 SW USER FEES TAX ROLL 231,776 236,181 238,526 246,263 251,711 253,777 253,801 253,801 253,801 acct # ENGINEERING CONSULTANT - SW - - - - - - - - - - Stormwater Utility Revenue 241,451 246,754 245,051 252,563 257,167 259,777 256,276 259,801 259,801 24 - Expenses 90-512-520-1100 SALARIES - ADMIN - SW 9,209 10,182 10,500 13,484 12,799 13,330 5,486 13,330 13,778 448 90-512-520-2100 FICA - ADMIN - SW 661 757 756 981 997 1,020 440 1,020 1,054 34 90-512-520-2200 WRS - ADMIN - SW 617 687 714 917 886 960 406 960 992 32 90-512-520-2300 GROUP INS - ADMIN - SW 4,531 1,138 1,278 1,139 303 424 145 424 424 0 90-512-520-2400 DENTAL INS - ADMIN - SW - - - - - - - 90-519-520-1100 SALARIES - CLERK/RECEP - SW 7,910 8,372 8,932 9,793 10,100 10,536 3,908 10,250 10,907 371 90-519-520-2100 FICA - CLERK/RECEP - SW 550 627 600 692 727 806 291 760 834 28 90-519-520-2200 WRS - CLERK/RECEP - SW 532 578 608 670 699 759 287 740 785 26 90-519-520-2300 GROUP INS - CLERK/RECEP - SW - 1,201 1,666 1,303 1,212 1,529 420 1,200 1,529 - 90-519-520-2400 DENTAL INS - CLERK/RECEP - SW - - 90-514-520-1100 SALARIES - TREASURER - SW 3,896 5,319 6,716 7,994 8,326 8,668 3,532 8,668 8,959 291 90-514-520-2100 FICA - TREASURER - SW 307 432 536 624 620 663 270 663 685 22 90-514-520-2200 WRS - TREASURER - SW 42 356 457 547 577 624 261 624 645 21 90-514-520-2300 GROUP INS - TREASURER - SW - 212 350 364 654 929 247 929 929 (0) 90-518-530-2000 INFORMATIVE/EDUCATION PROGRAMS2,931 2,931 2,931 2,931 3,048 3,000 3,200 3,200 3,000 - MS4 SW Permit, HHW Fee, SW Edu Fees - 90-518-530-3700 NR216 FEE TO DNR 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 - NR216 Environmental Fee to DNR - 90-533-520-1100 SALARIES - HIGHWAY - SW 33,973 37,311 42,174 41,988 45,125 46,942 19,910 46,942 48,420 1,478 90-533-520-1200 SALARIES - OT - HIGHWAY - SW 1,924 2,015 1,799 2,053 2,626 2,500 688 1,600 2,500 - 90-533-520-2100 FICA - HIGHWAY - SW 2,593 3,075 3,255 3,240 3,505 3,782 1,609 3,782 3,895 113 90-533-520-2200 WRS - HIGHWAY - SW 2,408 2,596 2,974 3,007 3,275 3,560 1,553 3,560 3,666 106 90-533-520-2300 GROUP INS - HIGHWAY - SW - 2,878 3,845 2,984 3,321 6,010 1,200 4,500 4,761 (1,249) included dental w/group ins above included dental w/group ins above STORM WATER UTILITY FUND Page 1 of 2 1 2 3 A B J K L M N O P Q R S 12/31/2021 12/31/2022 12/31/2023 12/31/2024 12/31/2025 1/1/2026 9/30/2026 2026 2027 YEAR END YEAR END YEAR END YEAR END YEAR END APPROVED END OF MONTH ESTIMATED PROPOSED STORM WATER UTILITY FUND 39 40 41 42 43 44 45 46 47 48 49 50 51 54 55 56 57 58 59 90-533-520-2400 DENTAL INS - HIGHWAY - SW - - 90-533-530-3100 SUPPLIES / GRASS SEED - SW 3,294 7,672 9,473 6,922 7,000 8,000 1,725 8,000 8,000 - 90-533-530-5410 EQUIPMENT MAINTENANCE - SW 55,000 55,000 55,000 55,000 55,000 55,000 55,000 55,000 55,000 - 90-533-530-5420 EQUIPMENT RENTAL - SW 5,520 8,490 7,845 9,921 6,469 2,500 - - (2,500) 90-533-530-6200 MATTING/OVERSEEDING - SW 270 - 210 949 802 2,000 3,154 3,154 2,000 - 90-533-530-6300 SAND/TOPSOIL - SW 1,800 3,130 2,624 2,355 2,580 3,000 200 3,000 3,000 - SW Utility Fund Expenses (cont'd…) 90-533-530-6400 GRAVEL - SW 1,309 793 2,721 2,619 6,636 6,000 - 6,000 6,000 - 90-533-530-6600 CULVERT MATERIALS - SW 11,458 9,336 (1) 10,126 18,991 22,000 5,963 20,000 22,000 - 90-533-530-6700 ASPHALT / CONCRETE - SW 1,494 5,550 1,623 2,366 4,000 4,000 937 4,000 4,000 - 90-533-530-7000 DEPRECIATION - SW 9,264 9,264 9,421 9,421 9,421 9,264 - 9,264 9,264 - 90-533-570-8000 SW UTILITY DEV (CAP OUTLAY) - - - - - 16,400 - (16,400) 90-533-570-8100 ENG PROJECTS (CAP OUTLAY) - - - - - - - - 90-563-530-4400 ENGINEERING CONSULTANT - SW 2,907 17,408 11,044 10,448 6,823 19,000 5,865 19,000 19,000 - Village Related Projects (non-reimb) 9,000 Engineering Consultant - SW (reimb) 4,500 Resident Consulting (non-reimb) 500 MS4 TDML (Total Max Daily Loading Administer) (non-reimb)- - - - - - 5,000 5,000 Total Stormwater Operating Expenses 167,289 198,310 191,050 205,839 217,522 254,206 117,698 231,570 237,028 (17,178) included dental w/group ins above Page 2 of 2 Village of Lisbon Public Works W234 N8676 Woodside Road Lisbon, WI 53089 262-246-3416 Cost Summary 2026 Brush Pick-Up Category Calculation Cost Fuel 1,766 gal × $4.93 $8,706.38 Labor 816 hrs × $60.00 $48,960.00 Loader 24 hrs × $75.10 $1,802.40 Excavator 168 hrs × $67.86 $11,400.48 Truck 546 hrs × $79.49 $43,401.54 Grand Total $114,270.80 Days to complete: 24 Loads hauled to compost site: 763 Average cost per load: $149.77 o $114,270.80 ÷ 763 loads Average cost per day: $4,761.28 o $114,270.80 ÷ 24 days Average loads per day: 31.8 o 763 ÷ 24 Cost Breakdown by Percentage Verified Grand Total: $114,270.80 Submitted by DPW Director Nick Wilichowski Category Cost % of Total Labor $48,960.00 42.8% Truck $43,401.54 38.0% Excavator $11,400.48 10.0% Fuel $8,706.38 7.6% Loader $1,802.40 1.6% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 50 51 52 A B R S T U V W X Y Z 12/31/2021 12/31/2022 12/31/2023 12/31/2024 12/31/2025 1/1/2026 8/30/2026 2026 2027 G/L YEAR END YEAR END YEAR END YEAR END YEAR END APPROVED END OF MONTH ESTIMATED PROPOSED ACCOUNT PER AUDIT PER AUDIT PER AUDIT PER AUDIT PER AUDIT BUDGET ACTUAL YEAR END BUDGET REVENUES INTERGOVERNMENTAL 35-430-431-1100Payments for Municipal Service - - - - - - - VILLAGE OF MERTON 8,532 8,816 8,606 10,154 9,215 10,332 4,717 10,532 10,332 35-430-431-1102COMPOST - V/MERTON WAGES 5,508 4,266 4,706 5,314 6,155 6,332 977 6,332 6,332 35-440-449-2004COMPOST - V/MERTON PASSES 3,024 4,550 3,900 4,840 3,060 4,000 3,740 4,200 4,000 TOWN OF MERTON 15,508 14,226 14,706 15,387 15,635 17,832 10,701 18,332 17,832 35-430-431-1103COMPOST - T/MERTON WAGES 5,508 4,266 4,706 4,847 4,615 6,332 977 6,332 6,332 35-440-449-2005COMPOST - T/MERTON PASSES 10,000 9,960 10,000 10,540 11,020 11,500 9,724 12,000 11,500 35-440-449-2003COMPOST PASSES - LISBON 15,818 17,510 18,462 20,103 21,636 21,000 18,769 22,500 21,000 35-490-492-1000TRANSFER FROM GENERAL FUND - 58,454 - - - - - - - 35-490-492-2600TRANSFER FROM ARP FUND - 165 - - - - - TOTAL REVENUES 39,859 99,007 41,774 45,644 46,485 49,164 34,187 51,364 49,164 EXPENSES 35-561-510-1100SALARIES - PT PPL - COMPOST 12,865 12,743 13,712 14,615 14,086 14,000 935 14,000 14,000 35-560-520-1100SALARIES - RECEPTION - COMPOST 2,120 1,858 1,308 1,515 1,519 3,188 419 3,188 3,315 35-560-520-2100FICA - RECEPTION - COMPOST 148 147 107 122 122 244 35 244 254 35-560-520-2200WRS - RECEPTION - COMPOST 142 126 89 104 105 230 30 230 239 35-560-520-2300GROUP INS - RECEPTION - NEW - 252 90 91 87 186 23 186 186 35-561-520-1100SALARIES - FT HWY - COMPOST 15,746 5,014 6,752 3,726 3,963 4,266 1,739 4,266 4,394 35-561-520-1200SALARIES - OT - HWY - COMPOST - 367 471 196 242 - 79 79 - 35-561-520-2100FICA -FT HWY - COMPOST 984 784 1,582 1,404 1,385 1,397 213 1,397 1,397 35-561-520-2200WRS - HWY - COMPOST - 345 490 268 288 296 137 296 305 35-561-520-2300GROUP INS - HWY - COMPOST - 375 674 328 350 598 126 598 587 35-561-530-3100SUPPLIES - COMPOST 2,086 377 155 80 34 150 23 100 150 Compost Portion of Accounting Software Upgrade 35-561-530-3700GAS/OIL/GREASE - COMPOST 1,467 2,078 1,862 1,491 1,460 1,882 702 2,000 1,882 35-561-530-4400CONTRACTED SVCS - GRINDER 13,890 17,939 17,504 13,200 22,679 22,000 16,335 30,000 22,000 35-561-530-7200TELEPHONE - COMPOST 162 31 50 - - - - 35-561-530-7150ELECTRICITY COMPOST SITE - 204 224 62 162 200 93 200 200 35-561-550-1000MOVING COMPOST SITE 27,246 33,729 19,921 - - - - 35-561-570-8000COMPOST UTIL DEV (CAP OUTLAY) - - - - - - - TOTAL EXPENSES 76,855 76,370 64,991 37,202 46,484 48,637 20,888 56,784 48,909 NET COMPOST (36,997) 22,637 (23,218) 8,442 2 527 13,299 (5,420) 255 Compost Fund Page 1 of 1 MEMORANDUM Committee/Board Public Works & Utility Committee / Village Board Topic: Richmond Road Culvert Replacement From: Daniel Green Department: Administration Presenter: Daniel Green Date of Village Board Action: N/A INFORMATION During the April flooding event, several culverts were washed out, including those on Mary Hill Road, Lake Road, and Richmond Road. The Richmond Road culvert, located approximately 850 feet east of Hill Road , failed during the heavy rains. This culvert receives significant water flow from subdivisions to the north and east. Water from the October Fields subdivision flows under Mary Hill Road, through the Fallon property, and along the Richmond Road ditch line before reaching this culvert. At the point where the stream meets the culvert, the water must make a sharp turn to ent er the structure and pass beneath Richmond Road. This turning point needs improvement to allow water to enter the culvert more efficiently and reduce the risk of future washouts. Kunkel has provided a preliminary cost estimate to replace the existing culvert with a box culvert and to install guardrails along the section where there is a substantial drop -off. Staff recommends that this project be funded through the Storm Water Fund and would like to see the work completed this year. Requested Action Village Staff recommends that the Committee forward a recommendation to the Village Board to proceed with design and planning, and to prepare contract documents for bidding the Richmond Road culvert replacement project. Attachments: Preliminary Cost Estimate: Richmond Road Culvert Replacement Pictures Roadway: Total Project Estimate Richmond Road Box Culvert Estimated Quantities Quantity Unit Item Unit Cost Item Cost 1 LS Unclassified Excavation/Ditch Grading $18,000.00 $18,000.00 1 LS 4'X6' Box Culvert w/ Endwalls $54,000.00 $54,000.00 40 LF 32-Inch CMP Culvert $200.00 $8,000.00 2 EA 32-Inch CMP Endwalls $1,800.00 $3,600.00 100 LF Guard Rail $125.00 $12,500.00 45 CY Undercut and Base Course Material $75.00 $3,375.00 300 CY Aggregate Base Dense, 1-1/4-Inch $42.00 $12,600.00 40 TN Shoulder Restoration $35.00 $1,400.00 65 TN HMA Pavement $210.00 $13,650.00 350 LF Pavement Markings, 4" Epoxy (Yellow and White) $8.50 $2,975.00 40 SY Topsoil, Seeding, & Stabilizing $8.50 $340.00 1 LS Erosion Control $1,000.00 $1,000.00 1 LS Traffic Control & Access $5,000.00 $5,000.00 $136,440.00 $20,466.00 $156,906.00 $156,906.00 Town of Lisbon, Wisconsin PRELIMINARY COST ESTIMATE Richmond Road Culvert Replacement May 27, 2026 The Richmond Road culvert replacement project includes removal and replacement of the existing culvert to improve drainage and roadway reliability. Work will include excavation, installation of the new culvert, roadway reconstruction, asphalt restoration, shoulder and ditch grading, and erosion control measures. Additional work may include traffic control, site restoration, and replacement of impacted safety features. $156,906.00 Total Estimated Construction Cost Engineering and Contingencies Total Estimated Project Cost Total Project Estimated Construction Cost Richmond Road