July 13, 2026 Public Works, Sewer & Water Committee Agenda & Packet

City of Verona 111 Lincoln Street Verona, WI 53593 (608) 845-6495 veronawi.gov PUBLIC WORKS, SEWER & WATER COMMITTEE- DATE: Monday, July 13, 2026 TIME: 5:30 PM LOCATION: VERONA CITY HALL ROOM D122 111 LINCOLN STREET VERONA, WI 53593 1. Call to Order 2. Roll 3. Public Comment 4. Approval of the Minutes: 5. Discussion and Possible Action: Water Supply Service Area Plan Strand Associates. 6. Discussion and Possible Action: Project 2024-105 Mark Drive Reconstruction Ph 2. Pay request #1 Northwestern Stone LLC. 7. Discussion and Possible Action: Project 2026-104 Pavement Crack Sealing Thunder Road LLC. 8. Discussion and Possible Action: New Public Works Facility Land. 9. Staff Report: 10. Adjourn Beth Tucker Long - Chairperson POSTED: July 9, 2026 POSTED: Verona City Hall Verona Public Library Miller’s Market All agendas are posted on the City website at: veronawi.gov WRITTEN COMMENTS: You can send comments to the Public Works, Sewer & Water Committee on any matter, either on or not on the agenda, by emailing bmanning@veronawi.gov or in writing to Public Works, Sewer & Water Committee, 410 Investment Court, Verona, WI, 53593. Notice: If you need an interpreter, materials in alternative formats, or other accommodation to access the meeting, please contact the City Clerk at (608) 845-6495 at least 48-hours preceding the meeting. Every reasonable effort will be made to accommodate your request. Notice is hereby given that a majority of the City Council may be present at the meeting of the Public Works, Sewer & Water Committee to gather information about a subject over which they have decision-making responsibility. The City Council and any other standing committees will not take formal action at this meeting. City of Verona 111 Lincoln Street Verona, WI 53593 (608) 845-6495 veronawi.gov PUBLIC WORKS, SEWER & WATER COMMITTEE- DATE: Monday, June 22, 2026 TIME: 5:30 PM LOCATION: VERONA CITY HALL ROOM D122 111 LINCOLN STREET VERONA, WI 53593 1. Call to Order Meeting called to order at 5:33 pm by Alder Beth Tucker Long. 2. Roll Beth Tucker Long, Alejandro Hernandez, Chris Weiss, also present Rick Eilertson-AE-COM, Jamie Aulik-City Administrator, Bryan Manning- Public Works Director, Mike Trotter- Assistant Public Works Director, Josh Straka and Nate Ewanowske-Strand Associates. 3. Public Comment None 4. Approval of the Minutes: Moved by Alder Weiss and seconded by Alder Tucker Long to approve the minutes of June 13 meeting. Motion passed 3-0. 5. Discussion: Water Supply Service Area Plan Presentation Strand Associates Nate Ewanowske from Strand Associates presented and answered questions. 6. Discussion and Possible Action: Project 2024-105 Mark Drive Reconstruction. Pay request #5 James Peterson and Sons Inc. Moved by Alder Weiss and seconded by Alder Hernandez to approve Project 2024-105 Mark Drive Reconstruction Pay request #5 James Peterson and Son Inc. for a sum not to exceed $430,671.85. Motion passed 3-0. 7. Discussion and Possible Action: Project 2026-100 Pavement Surface Treatment (Chip Seal). Moved by Alder Weiss and seconded by Alder Hernandez to recommend approval of Project 2026-100 Pavement Surface Treatment (Chip Sealing) Scott Construction for a sum not to exceed $146,151.45. Motion passed 3-0. 8. Discussion and Possible Action: Project 2026-102 GSB-88 Bituminous Sealing Move by Alder Tucker Long and seconded by Alder Hernandez to recommend approval of Project 2026-102 GSB-88 Bituminous Sealing, Fahrner Asphalt Sealers LLC. for a sum not to exceed $72,403.39. Motion passed 3-0. 9. Discussion and Possible Action: Old Hwy PB (south) from CTH M to CTH PB and American Way Jurisdictional Transfer Move by Alder Tucker Long and seconded by Alder Weiss to recommend Jurisdictional Transfer of Old Hwy PB (south) from CTH M to CTH PB and American Way, from Dane County to City of Verona. Motion passed 3-0. 10. Staff Report: 11. Adjourn Move by Alder Tucker Long and seconded by Alder Weiss to Adjourn at 6:28 p.m. Motion passed 3-0. Beth Tucker Long - Chairperson POSTED: June 19, 2026 POSTED: Verona City Hall Verona Public Library Miller’s Market All agendas are posted on the City website at: veronawi.gov WRITTEN COMMENTS: You can send comments to the Public Works, Sewer & Water Committee on any matter, either on or not on the agenda, by emailing bmanning@veronawi.gov or in writing to Public Works, Sewer & Water Committee, 410 Investment Court, Verona, WI, 53593. Notice: If you need an interpreter, materials in alternative formats, or other accommodation to access the meeting, please contact the City Clerk at (608) 845-6495 at least 48-hours preceding the meeting. Every reasonable effort will be made to accommodate your request. Notice is hereby given that a majority of the City Council may be present at the meeting of the Public Works, Sewer & Water Committee to gather information about a subject over which they have decision-making responsibility. The City Council and any other standing committees will not take formal action at this meeting. Meeting Date: Monday July 13, 2026 PW/S&W Committee Memo Page 1 / 2 Public Works/Sewer & Water Committee Listed below is an explanation of the items on the Public Works/Sewer & Water Committee agenda. Item (5) Discussion and Possible Action: Water Supply Service Area Plan Presentation Stand Associates Memo: Wisconsin Administrative Code NR 854 NR 854 Water Supply Service Area Plans - Wisconsin DNR requires public water supply systems serving 10,000+ people to prepare Water Supply Service Area Plan. These plans help utilities forecast demands, delineate future service boundaries, and ensure sustainable water withdrawals over a 10-to-20-year planning period. Recommended Motion: Move to approve the Water Supply Service Area Plan Item (6) Discussion and Possible Action: Project 2024-105 Mark Drive Reconstruction Phase 2 Pay Request #1 Northwestern Stone LLC. Memo: This pay application is for work performed installing storm sewer, sanitary, and water main with hydrants and services. The work and pay application were inspected, verified, and reviewed by staff. Recommended Motion: Move to approve Project 2024-105 Mark Drive Reconstruction Phase 2 Pay request #1 Northwestern Stone for a sum not to exceed $ 81,658.20 Item (7) Discussion and Possible Action: Project 2026-104 Pavement Crack Sealing Thunder Road LLC Memo: This is the annual Crack seal contract. City staff received bids using the Quest Online bidding system for Wisconsin and received 2 bids. Staff have reviewed the bids and have worked with Thunder Road LLC. in the past and recommend awarding the contract to them. Recommended Motion: Move to recommend approval Project 2026-104 Pavement Crack Sealing, Thunder Road LLC. for a sum not to exceed $75,250.00 Item (8) Discussion and Possible Action: New Public Works Facility Land o Memo: There is a 40-Acre Property located at 6500 Shady Bend, this property was previously considered. There are grades throughout the property, but a manageable buildable area exists on the east side of the property. Meeting Date: Monday July 13, 2026 PW/S&W Committee Memo Page 2 / 2 o Environmental Corridors exist on the southwest portion of the site but are avoidable. • Other factors: o As a result of the Sub-Zero development, utilities would be extended to the property line. o Current plans DO NOT include use of Shady Bend Rd. to access the future public works facility. o Given the layout of the Sub-Zero development, the start of a north/south road network could be created on the western portion of the property. Having control of the property would be key to establishing this network and control over road alignment. o The parcel would need to be annexed and brought into the Urban Service Area. o Intersection improvement of Shady Bend Rd./Arrowhead Way/CTH M is funded 42.2% by TID 8. Given the site is immediately available by a motivated seller, utilities will be extended to the property line because of the adjacent Sub-Zero project, and the parcel provides alignment control over a potential future road network, we recommend the following motion. Recommended Motion: Move to recommend engaging in an offer to purchase. Staff Report Streets sidewalk work curb and gutter repair street sweeping asphalt repairs basin mowing Utility Progress Update • Risk & Resilience Report Hydrant painting • Water Master Plan Report Hydrant flushing • Monthly Samples – Reports Valve turning • Lead & Copper Testing • Construction Projects SECTION 2 SYSTEM INVENTORY City of Verona, Wisconsin Water Supply Service Area Plan Section 2–System Inventory Prepared by Strand Associates, Inc. 2-1 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S2.docx\061126 2.01 SYSTEM OVERVIEW The City owns and operates six groundwater wells within well houses, three elevated storage tanks (EST), two ground-level reservoirs, three interzonal booster stations that supply water through three pressure zones, and approximately 90 miles of distribution water main. The water main ranges in size from 6 to 16 inches in diameter. Table 2.01-1 summarizes the quantity of water main in the distribution system as reported to the PSCW at the end of 2024. A map of the distribution system, water system components, and pressure zone service area can be found in Figure 2.01-1. A schematic of how the water system components are connected to each other in relation to their pressure zone can be found in Figure 2.01-2. 2.02 WELL SUPPLY Six groundwater wells supply the distribution system. Table 2.02-1 presents the rated well capacity of each well and the total and firm well capacity of the system. These capacities will be used for evaluating the ability of the system to meet present and future projected demands. The total current well capacity is 8,570 gallons per minute (gpm), or 12.34 million gallons per day (MGD). The current firm well capacity, defined as the total well capacity with the largest producing well (Well No. 5) out of service, is 6,370 gpm or 9.17 MGD. The following section provides a description of the existing wells and well facilities in the distribution system. Water Main Diameter (inches) Length (feet) Percent of Total (%) 6 66,783 14 8 183,984 39 10 120,614 25 12 98,796 21 16 3,273 1 Total 473,450 100 Table 2.01-1 Existing Distribution System Water Main Inventory Well No. Well Capacity (gpm) 1 370 2 1,000 3 1,500 4 1,500 5* 2,200 6 2,000 Total Capacity 8,570 Firm Capacity 6,370 *Well No. 5 being the firm well. Table 2.02-1 Well Capacities City of Verona, Wisconsin Water Supply Service Area Plan Section 2–System Inventory Prepared by Strand Associates, Inc. 2-2 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S2.docx\061126 A. Well No. 1 Well No. 1 is located on South Shuman Street and was drilled in 1932, and last rehabilitated in 2023. The depth of the well is 771 feet and cased to a depth of 120 feet in the sandstone Mount Simon aquifer. The production well is 10 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 1 feeds the Central Pressure Zone. B. Well No. 2 Well No. 2 is located on Factory Street and was drilled in 1959, and last rehabilitated in 2022. The depth of the well is 1,153 feet and cased to a depth of 170 feet in the sandstone Mount Simon aquifer. The production well is 16 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 2 feeds the Central Pressure Zone. C. Well No. 3 Well No. 3 is located on North Nine Mound Road was drilled in 1975, and last rehabilitated in 2026. The depth of the well is 1,033 feet and cased to a depth of 131 feet in the sandstone Cambrian aquifer. The production well is 16 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 3 feeds the Central Pressure Zone. D. Well No. 4 Well No. 4 is located on Cross Country Road and is in the same facility as the North Booster Station. The well was drilled in 1992 and last rehabilitated in 2025. The depth of the well is 1,148 feet and cased to a depth of 185 feet in the sandstone aquifer. The production well is 18 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 4 feeds the Central Pressure Zone. E. Well No. 5 Well No. 5 is located on Hubble Road on the Epic Systems (Epic) campus was drilled in 2012, and is in the same facility as Well No. 5 reservoirs. The well was last rehabilitated in 2025. The depth of the well is 1,163 feet and cased to a depth of 353 feet in the sandstone aquifer. The production well is 22 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 5 feeds the Central Pressure Zone. F. Well No. 6 Well No. 6 is located on Whalen Road and was drilled in 2019, and last rehabilitated in 2026. The depth of the well is 1,070 feet and cased to a depth of 350 feet to not mix the shallow and deep aquifers. The production well is 22 inches in diameter. Chlorine and fluoride are added before entering the distribution system. Well No. 6 feeds the central southeast zone. City of Verona, Wisconsin Water Supply Service Area Plan Section 2–System Inventory Prepared by Strand Associates, Inc. 2-3 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S2.docx\061126 2.03 STORAGE FACILITIES System storage includes three ESTs and one ground-level reservoir. Table 2.03-1 presents the year constructed, capacity, overflow elevation, and pressure zone served of each tank. The total volume of all storage facilities is 1.6 million gallons (MG). All ESTs are single pedestal spheroids. 2.04 BOOSTER STATIONS The City owns and operates three booster stations that supply each pressure zone. A. North Booster Station The North Booster Station is located on Cross Country Road. Well No. 4 feeds the North Booster Station supplying the North Pressure Zone and north tower. There is one 1,200-gpm pump and three 1,000-gpm pumps. Well No. 4 is in the same facility building as the booster station. B. Southeast Booster Station The Southeast Booster Station is located on County Road M. The Southeast Booster Station pulls from the Central Pressure Zone to Southeast Pressure Zone. There are two 1,000-gpm pumps and one 100-gpm pump. The City plans to complete upgrades to the booster station in 2027 that would replace the 100-gpm pump with a 1,000-gpm pump and replace the other two 1,000-gpm pumps in kind. A control valve allows water to flow from the southeast zone to the central zone, but with the current demand in the Southeast Pressure Zone, the valve is no longer currently used. C. Well No. 5 Booster Station The Well No. 5 booster station is located in the same facility as Well No. 5 on Hubble Road on the Epic campus. The two Well No. 5 ground level reservoirs feed the Well No. 5 booster station to supply the Central Pressure Zone. There are two 1,000-gpm and two 500-gpm pumps. Storage Facility Year Constructed Last Rehabilitated Capacity (gallons) Overflow Elevation (feet) Pressure Zone Tower 1–Central Tower 1974 2019, Exterior 300,000 1,156 Central Tower 2–Southeast Tower 2000 2019, Exterior 300,000 1,212 Southeast Tower 3–North Tower 2009 2024, Interior 2020, Exterior 500,000 1,231 North Total Elevated Storage 1,100,000 Well No. 5 Reservoir 2012 500,000 1,048.25 Central Total Ground Storage 500,000 Total Storage 1,600,000 Table 2.03-1 Storage Summary SECTION 3 HISTORICAL AND PROJECTED DEMANDS City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-1 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 3.01 GENERAL This section presents historic water demands currently observed by the City and develops a projection of future demands. Water use trends are applied to population projections to estimate future demands to the year 2040. Water demand rate terminology used in this section are defined as follows: ADD: The total volume of water pumped in a year divided by the number of days in the year. MDD: The day of the year on which the maximum amount of water is pumped. Fire Demand: The estimated amount of water required in a community to fight a fire. This demand is generally specified as a rate of flow, in gpm, for a given period of time, in hours. The calculated fire demand is added to the domestic demand during the maximum day to obtain the demand on a day that a major fire occurs. Fire demand generally increases the volume of storage that must be available on a maximum day. The estimation of future water demands is not precise. The best forecast of future water demand is obtained by projecting ADD based on population or customer growth and water use within the service area. Future MDDs are then estimated by analyzing past ratios of MDD to ADD and applying the resulting factor to the average day projections. Prudent operation of a water utility requires that the fire system capacity always be in excess of system demands. Therefore, recommended system improvements may be deferred until they become necessary, or they may have to be implemented sooner if demands increase at a faster rate than projected. 3.02 WATER SALES AND PUMPAGE This section reviews existing system usage and pumping characteristics to obtain anticipated per capita pumping information that can be used with population projections to calculate anticipated demands in design years 2026, 2030, and 2040. Population projections can be found in Section 3.03. A. Well Pumpage The City’s historical water use records were obtained from the PSCW WEGS Reports for the years 2014 through 2024. Table 3.02-1 summarizes the historical water pumpage and sales data. City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-2 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 Table 3.02-2 presents the City-provided water pumpage at each well in the system since 2014. More pumpage is anticipated at Well No. 6 for future projections. Year Annual Pumpage (gallons) Average Day Pumpage (gpd) Maximum Day Pumpage (gpd) Average Day Sales (gpd) MDD to ADD 2014 540,176,000 1,478,921 2,694,000 1,024,263 1.82 2015 401,774,000 1,099,997 2,060,000 1,038,653 1.87 2016 415,646,000 1,137,977 1,840,000 1,051,759 1.62 2017 431,545,000 1,181,506 1,927,000 1,067,806 1.63 2018 447,467,000 1,225,098 2,172,000 1,055,907 1.77 2019 431,481,000 1,181,331 2,037,000 1,098,793 1.72 2020 434,540,000 1,189,706 2,474,000 1,092,942 2.08 2021 433,777,000 1,187,617 1,979,000 1,092,567 1.67 2022 437,537,000 1,197,911 2,068,000 1,100,348 1.73 2023 493,125,000 1,350,103 2,709,000 1,231,937 2.01 2024 508,643,000 1,392,589 3,036,000 1,212,112 2.18 gpd=gallons per day Table 3.02-1 Water Pumpage and Sales Data Year Well No. 1 (gpd) Well No. 2 (gpd) Well No. 3 (gpd) Well No. 4 (gpd) Well No. 5 (gpd) Well No. 6 (gpd) 2014 65,400 154,578 196,016 460,474 614,627 NA 2015 47,326 115,967 224,071 200,499 526,934 NA 2016 62,282 154,405 196,603 237,493 479,178 NA 2017 49,364 169,570 246,866 251,181 440,641 NA 2018 64,049 164,321 269,860 278,816 422,586 NA 2019 64,099 218,638 168,959 190,852 533,200 NA 2020 68,981 157,405 236,781 215,786 493,827 24,773 2021 74,203 173,348 177,729 203,485 445,397 136,345 2022 105,052 54,512 291,559 300,578 449,033 NA 2023 53,863 254,019 232,466 268,668 561,427 NA 2024 96,334 188,110 321,271 279,126 543,852 NA NA=not available Table 3.02-2 Average Day Annual Pumpage at Each Well Since 2014 City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-3 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 B. Sales to Pumpage Ratio Figure 3.02-1 presents the sales to pumpage ratios from 2014 to 2024. Sales will typically be less than pumpage because of unaccounted water loss, unmetered sales, leakage, water main breaks, and hydrant flushing. Sales to pumpage ratios have remained relatively steady in the City. For the purpose of calculating future demands, the average sales to pumpage ratio since 2014 of 0.91 will be used. Methods used to measure nonrevenue water by the City are as follows: 1. Systemwide Flushing–Well meter readings are recorded before and after each flushing event. 2. Dead-End Flushing–A meter is attached to the flushing hydrant. 3. Unauthorized Consumption (Theft)–Theft typically occurs at bulk water fill stations. Water use is estimated by customers past usage or equipment’s water tank size. 5. Leakage from Water Main and Service–Water use is based on pipe condition, size of water main break or hole, and estimated duration of leak. Water industry tools are used to help estimate leakage. 6. Water Tower Inspections–The volume of water spent during draining and used during filling is calculated by the City, while a hydrant meter is used to measure the amount of water used for cleaning the tower during inspection. Figure 3.02-1 Sales to Pumpage Ratio City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-4 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 C. MDD to ADD Ratios Figure 3.02-2 presents MDD to ADD ratios since 2014. According to PSCW’s WEGS Reports, the primary reason for MDDs in the City is irrigation. The values range from 1.62 to 2.18. The average ratio of 1.93 will be used to forecast MDDs. D. Sales Table 3.02-3 presents the historical water sales in the City by category. Sales categories include residential, commercial, multifamily, public authority, and industry sales. The City does not sell water to wholesale customers. Commercial and multifamily have generally seen the largest sales increase, though total sales have generally remained steadily increasing since 2014. Figure 3.02-2 MDD to ADD Ratios Year Sales (gallons) Residential Commercial Industrial Public Multifamily Total 2014 181,359,000 108,628,000 35,166,000 16,681,000 32,278,000 374,112,000 2015 181,163,000 109,179,000 35,431,000 18,249,000 35,346,000 379,368,000 2016 201,699,000 90,270,000 39,047,000 16,678,000 36,461,000 384,155,000 2017 203,531,000 85,603,000 43,379,000 16,795,000 40,708,000 390,016,000 2018 198,537,000 90,414,000 41,264,000 15,395,000 40,060,000 385,670,000 2019 203,176,000 95,523,000 40,690,000 21,537,000 40,408,000 401,334,000 2020 225,165,000 71,404,000 40,827,000 21,615,000 40,186,000 399,197,000 2021 217,921,000 89,337,000 23,936,000 25,893,000 41,973,000 399,060,000 2022 209,633,000 100,650,000 24,659,000 26,341,000 40,619,000 401,902,000 2023 224,792,000 122,060,000 27,345,000 31,383,000 44,385,000 449,965,000 2024 212,005,000 117,198,000 38,004,000 27,055,000 48,462,000 442,724,000 Table 3.02-3 Sales by Category City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-5 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 Table 3.02-4 presents the historical number of users for each category as reported by PSCW WEGS Reports, which show relatively consistent numbers, except a drop in commercial and industrial customers and an increase in residential customers in 2016. Even with the decreases and increases, the total number of customers generally continues to steadily increase. Appendix A presents the ten largest water users in the City and their usage since 2022. The largest water users have largely been the same since 2022. Data was unable to be provided before 2022. Figure 3.02-3 presents sales per capita per day values since 2014 for each sales category. Sales per capita is calculated by taking the total sales from each category and dividing by the estimated population that year. Per capita sales for each respective category have remained relatively steady. To reflect recent trends in per capita sales categories, a residential value of 41 gallons per capita per day (gpcd), commercial value of 18 gpcd, multifamily value of 8 gpcd, industrial value of 6 gpcd, and public value of 5 gpcd will be used. Year Customers (count) Residential Commercial Industrial Public Multifamily Total 2014 3,468 884 75 46 76 4,549 2015 3,548 906 75 47 83 4,659 2016 4,203 384 40 46 88 4,761 2017 4,231 375 39 45 92 4,782 2018 4,292 389 40 48 92 4,861 2019 4,328 382 39 49 92 4,890 2020 4,380 381 40 54 94 4,949 2021 4,428 390 42 57 97 5,014 2022 4,500 400 43 56 97 5,096 2023 4,578 417 44 57 99 5,195 2024 4,667 430 45 57 109 5,308 Table 3.02-4 Customer Count City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-6 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 E. Total Per Capita Sales Figure 3.02-4 presents the total per capita sales resulting from combining the per capita sales categories. Total per capita sales have been relatively steady since 2014. The sum of the usage category averages were used for projected future sales. The average total sales per capita value of 78 gpcd will be used. Figure 3.02-3 Per Capita Sales by Category City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-7 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 3.03 POPULATION City population projections developed in this section will be used with per capita pumping obtained in the previous section to calculate anticipated demands in design years 2026, 2030, and 2040. Population data was available from United States (US) Census data, Wisconsin Department of Administration (WDOA), and the City’s2015 Water System Master Plan prepared by AECOM. This data along with the City’s chosen projections are shown on Figure 3.03-1. The City’s2015 Water System Master Plan had population projections to the year 2040 with an annual growth rate of 3 percent. This projection included the expected growth of Epic and other potential developments. The WDOA Demographic Service Center provided population projection data through the year 2050 in 2025. Based on the WDOA estimates, it is anticipated that the population served by water in the year 2026 will be 17,000 people, 2030 will be 18,000 people, 2035 will be 20,000 people, and 2040 will be 22,000 people. The City’s map of its existing water supply service area is shown in in Figure 2.01-1, while the anticipated water service supply area to accommodate growth is shown on Figure 3.03-2. Figure 3.02-4 Total Per Capita Sales City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-8 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 Figure 3.03-1 Population Chart 1,000 6,000 11,000 16,000 21,000 26,000 1980 1985 1990 1995 2000 2005 2010 2015 2020 2025 2030 2035 2040 Population Year US Census Data WDOA Projection Estimate 2015 Master Plan 3% Growth WDOA Estimates 2020 Census: 14,030 2030 3% Growth Projections: 18,855 2040 WDOA Projections: 22,124 2040 Master Plan Projections: 22,000 2030 WDOA Projections: 17,983 2030 Master Plan Projections: 17,000 2040 3% Growth Projections: 25,340 2026 WDOA Projections: 17,033 City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-9 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 3.04 PROJECTED DEMANDS A. Domestic Demand Domestic demand projections were calculated using the water use trends developed in the previous sections. The projected 2026, 2030, and 2040 demands will be used in Section 4 where demands will be compared to available supply. Table 3.04-1 presents the projected domestic day demand during City planning period. The projected average day pumpage was calculated by multiplying the design population (see Table 3.04-1) by the projected total per capita sales per day (78 gpcd) and dividing by the corresponding sales to pumpage ratio (0.91). The maximum day pumpage is estimated by applying the MDD to ADD ratio of 1.93 to the average day pumpage. The peak hour pumpage is estimated by applying the peak hour to maximum day ratio of 1.36 to the maximum day pumpage, which was developed from 2025 maximum day data. Table 3.04-2 presents the projected domestic day demands that are within the current water supply service area and demands outside the current water supply service area in the projected growth area for the City planning period. The projected demands were distributed based on percent area available. Approximately 14 percent of the demands are allocated to growth areas within the current water supply service area and 86 percent of the demands are allocated to growth areas within the future growth area. Table 3.04-3 presents the projected domestic demands by category. The projected sales were calculated by multiplying the design population by the projected per capita sales per day shown in Figure 3.02-3. Design Year Design Population ADD MDD Peak Hour Demand gpm MGD gpm MGD gpm MGD 2026 16,796 1,002 1.44 1,936 2.79 2,632 3.79 2030 17,983 1,067 1.54 2,061 2.97 2,803 4.04 2035 20,054 1,190 1.71 2,299 3.31 3,126 4.50 2040 22,124 1,313 1.89 2,536 3.65 3,449 4.97 Table 3.04-1 Projected Domestic Demands Design Year Design Population ADD (gpm) Current Service Area Demand (gpm) Future Service Area Demand (gpm) 2026 16,796 1,002 141 861 2030 17,983 1,067 150 917 2035 20,054 1,190 168 1,022 2040 22,124 1,313 185 1,128 Table 3.04-2 Projected Domestic Demands Distributed to Service Areas City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-10 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 Table 3.04-4 shows the projected average day nonrevenue water during the City planning period. The nonrevenue water represents 9 percent of the total pumpage in the system, which is based on the sales to pumpage ratio of 0.91. B. Fire Demand The Insurance Service Office (ISO) typically recommends basic fire flow requirements that are based on the amount of water a municipality should be able to supply. ISO information for the City requires a fire flow of 3,500 gpm for a duration of 3 hours and will be used for calculation purposes. Water supply requirements during a fire flow are based on the amount of water the City should be able to supply on the maximum day to obtain maximum credit for the community water system. Water for firefighting can come from a combination of reserve capacity and available water storage. The total volume of water required to fight a fire in the City on a maximum day in the distribution system for 2026, 2030, and 2040 are presented in Table 3.04-5. Design Year Residential (gpy) Commercial (gpy) Industry (gpy) Public (gpy) Multifamily (gpy) 2026 251,254,299 110,425,302 36,808,434 30,673,695 49,077,912 2030 269,299,921 118,229,234 39,409,745 32,841,454 52,546,326 2035 300,306,176 131,841,736 43,947,245 36,622,704 58,596,327 2040 331,312,431 145,454,238 48,484,746 40,403,955 64,646,328 gpy=gallons per year Table 3.04-3 Projected Domestic Demands by Category Design Year Desing Population Nonrevenue Water Use gpm gpd 2026 16,796 90 129,853 2030 17,983 96 138,293 2035 20,054 107 154,215 2040 22,124 118 170,138 Table 3.04-4 Projected Nonrevenue Water Use Design Year MDD (gallons) Fire Demand (gallons) Total (gallons) 2026 348,396 630,000 978,396 2030 371,040 630,000 1,001,040 2040 456,481 630,000 1,086,481 Table 3.04-5 Projected Volume of Water for Firefighting City of Verona, Wisconsin Water Supply Service Area Plan Section 3–Historical and Projected Demands Prepared by Strand Associates, Inc. 3-11 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S3.docx\061126 Table 3.04-6 shows the average rate at which this water would be used during the fire. Design Year MDD (gpm) Fire Demand (gpm) Total (gpm) 2026 1,936 3,500 5,436 2030 2,061 3,500 5,561 2040 2,536 3,500 6,036 Table 3.04-6 Projected Volume of Water for Firefighting SECTION 4 ADDITIONAL REQUIRED CAPACITY City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-1 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 4.01 2026 SYSTEM CAPACITY EVALUATION A. Whole System 2026 Maximum Day The total pumpage on the 2026 maximum day is estimated to be 1,936 gpm (2.79 MGD). The existing firm well capacity is estimated to be 6,370 gpm (9.17 MGD). Because the City has an average reserve supply of 4,434 gpm, no additional well capacity is needed to meet the 2026 MDDs. Figure 4.01-1 is a graph of the projected hourly demands on the 2026 maximum day. The maximum hourly demand is projected to be 2,632 gpm. The projected hourly demands are based on the diurnal curve created from 2025 maximum day data. With projected hourly demands less than the firm well capacity at all periods of time, the well supply will satisfy the water demands without using storage. Figure 4.01-1 2026 Projected Maximum Day Hourly Demands City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-2 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 B. Whole System 2026 Maximum Day Plus Fire Demand The total amount of water available to satisfy the maximum day plus fire demand is equal to the firm system capacity plus the water available from usable storage. For this analysis, the firm system capacity is equal to the firm well capacity. Section 3 of this Plan discusses the 2026 fire demand and requirements for the City. A demand rate of 5,436 gpm (1,936 domestic demand plus 3,500 gpm fire demand) for 3 hours must be satisfied to provide the necessary fire protection for the system. Because a fire can start at any time during the day, the expected domestic demand must be considered when calculating available supply. This analysis evaluated the system as a whole and assumes only effective system storage is assumed to be available to meet necessary demands. During a 180-minute fire event, the system is projected to have a reserve capacity of 7,600 gpm, or approximately 1.4 MG. Therefore, no additional storage is needed to meet the projected 2026 maximum day plus fire flow. 4.02 2030 SYSTEM CAPACITY EVALUATION A. 2030 Maximum Day The total pumpage on the 2030 maximum day is estimated to be 2,061 gpm (2.97 MGD). The existing firm well capacity is estimated to be 6,370 gpm (9.17 MGD). Because the City has an average reserve supply of 4,309 gpm, no additional well capacity is needed to meet the 2030 MDDs. Figure 4.02-1 is a graph of the projected hourly demands on the 2030 maximum day. The maximum hourly demand is projected to be 2,803 gpm. With projected hourly demands less than the firm well capacity at all periods of time, the well supply will satisfy the water demands without using storage. MDD - 1,936 gpm Fire Demand - 3,500 gpm Firm Well Capacity + 6,370 gpm EST Capacity* + 4,583 gpm Well No. 5 Reservoir Capacity** + 2,083 gpm Total + 7,600 gpm *Storage capacity=825,000 gallons per 180 minutes **Reservoir capacity=375,000 gallons per 180 minutes Table 4.01-1 2026 Whole System Supply Plus Fire Demand Storage City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-3 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 B. 2030 Maximum Day Plus Fire Demand Section 3 of this Plan discusses the 2030 fire demand and requirements for the City. A demand rate of 5,561 gpm (2,061 domestic demand plus 3,500 gpm fire demand) for 3 hours must be satisfied to provide the necessary fire protection for the system. Because a fire can start at any time during the day, the expected domestic demand must be considered when calculating available supply. This analysis evaluated the system as a whole and assumes only effective system storage is assumed to be available to meet necessary demands. Figure 4.02-1 2030 Projected Maximum Day Hourly Demands City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-4 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 During a 180-minute fire event, the system is projected to have a reserve capacity of 7,475 gpm, or approximately 1.3 MG. Therefore, no additional storage is needed to meet the projected 2030 maximum day plus fire flow. 4.03 2040 SYSTEM CAPACITY EVALUATION A. 2040 Maximum Day The total pumpage on the 2040 maximum day is estimated to be 2,536 gpm (3.65 MGD). The existing firm well capacity is estimated to be 6,370 gpm (9.17 MGD). Because the City has an average reserve supply of 3,834 gpm, no additional well capacity is needed to meet the 2040 MDDs. Figure 4.03-1 is a graph of the projected hourly demands on the 2040 maximum day. The maximum hourly demand is projected to be 3,449 gpm. MDD - 2,061 gpm Fire Demand - 3,500 gpm Firm Well Capacity + 6,370 gpm EST Capacity* + 4,583 gpm Well No. 5 Reservoir Capacity** + 2,083 gpm Total + 7,475 gpm *Storage capacity=825,000 gallons per 180 minutes **Reservoir capacity=375,000 gallons per 180 minutes Table 4.02-1 2030 Whole System Supply Plus Fire Demand Storage City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-5 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 With projected hourly demands less than the firm well capacity at all periods of time, the well supply will satisfy the water demands without using storage. B. 2040 Maximum Day Plus Fire Demand Section 3 of this Plan discusses the 2040 fire demand and requirements for the City. A demand rate of 6,036 gpm (2,536 domestic demand plus 3,500 gpm fire demand) for 3 hours must be satisfied to provide the necessary fire protection for the system. Because a fire can start at any time during the day, the expected domestic demand must be considered when calculating available supply. This analysis evaluated the system as a whole and assumes only effective system storage is assumed to be available to meet necessary demands. Figure 4.03-1 2040 Projected Maximum Day Hourly Demands City of Verona, Wisconsin Water Supply Service Area Plan Section 4–Additional Required Capacity Prepared by Strand Associates, Inc. 4-6 \\strand.com\allcorpdata\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S4.docx\061026 During a 180-minute fire event, the system is projected to have a reserve capacity of 7,000 gpm, or approximately 1.3 MG. Therefore, no additional storage is needed to meet the projected 2040 maximum day plus fire flow. MDD - 2,536 gpm Fire Demand - 3,500 gpm Firm Well Capacity + 6,370 gpm EST Capacity* + 4,583 gpm Well No. 5 Reservoir Capacity** + 2,083 gpm Total + 7,000 gpm *Storage capacity=825,000 gallons per 180 minutes **Reservoir capacity=375,000 gallons per 180 minutes Table 4.03-1 2040 Whole System Supply Plus Fire Demand Storage SECTION 5 WATER SOURCE ALTERNATIVES AND RECOMMENDATIONS City of Verona, Wisconsin Water Supply Service Area Plan Section 5–Water Source Alternatives and Recommendations Prepared by Strand Associates, Inc. 5-1 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S5.docx\061126 5.01 CONSERVATION In 2008, the WDNR implemented a mandatory water conservation and water use efficiency program for public water systems withdrawing water from the Great Lakes Basin. The WDNR rule required public water systems requesting new withdrawals from the Great Lakes Basin after December 8, 2008, to create a conservation program. The City is not within the Greak Lakes Basin so it has not withdrawn from the Great Lakes Basin and has not implemented a conservation program. If a new source of supply from the Great Lakes Basin is pursued by the City or a conservation program is desired, conservation and efficiency measures can include water use audits, leak detection and repair programs, system pressure reductions, and educational outreach programs. 5.02 ALTERNATIVE WATER SOURCES NR 854 requires that this Plan includes an inventory and review of potential alternative water sources. For the City, the existing alternative groundwater and surface water sources include the following: 1. Sand and gravel aquifer 2. Upper bedrock aquifer 3. Lower bedrock aquifer 4. Mixed aquifers 5. Surface water 6. Interconnection to neighboring community A. Sand and Gravel Aquifer Most private wells pull from the sand and gravel aquifer. Because of the demand of municipal wells, this aquifer is not recommended for future sources of supply. B. Upper Bedrock Aquifer The City’s Well No. 1 is drawing water from the upper bedrock aquifer. An unconfined aquifer is more susceptible to surface contaminants than the confined lower aquifer; however, no contamination has been a problem at Well No. 1; therefore, the upper bedrock aquifer could be considered as a future source of supply. C. Lower Bedrock Aquifer The City currently has one well drawing water from just the lower bed rock aquifer. Well No. 6 was originally cased to be open to both the upper and lower bedrock aquifers but struggled with nitrate pollution, so the solution was to case the well so that it only draws from the lower bedrock aquifer now. As a future source of supply, the lower bedrock aquifer should be considered. City of Verona, Wisconsin Water Supply Service Area Plan Section 5–Water Source Alternatives and Recommendations Prepared by Strand Associates, Inc. 5-2 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S5.docx\061126 D. Mixed Aquifers City Well Nos. 2, 3, 4, and 5 currently draw from the lower and upper bedrock aquifers. With the nitrate pollution problems at Well No. 6, this option is not recommended for future supply. E. Surface Water An alternative water source to the City’s deep wells would include surface water from nearby Lake Mendota or Lake Monona. The City has not performed a review of the viability of surface water as a water source. The City’s current system is not prepared for surface water as a source. F. Interconnection to Neighboring Community Creating interconnections and regionalization with other communities are other alternatives the City has for water supply other than its existing deep wells. The City has not conducted a review of the viability of this source. Some neighboring communities are the City of Fitchburg, City of Middleton, and Town of Mount Horeb. 5.03 ENVIRONMENTAL AND ECONOMIC IMPACTS The existing groundwater sources have seen little-to-no decline in capacity and static water level, and the existing treatment and distribution system facilities are optimal for the groundwater. Maintaining a combination of deep aquifer withdrawals will not require significant capital costs, while surface water will require new treatment facilities or a new centralized treatment facility, significant distribution improvements, and several miles of transmission main. Because the surface water is not feasible, costs associated with treatment and distribution of surface water was not determined. 5.04 RECOMMENDATION AND CONCLUSION This Plan reviewed the means of planning for water supply needs through 2040. The Plan assumed no storage or supply was lost between 2026 to 2040. If a source of supply or storage is lost or a large industrial water user is anticipated, the Plan may need to be re-evaluated. Water demand projections may also need to be re-evaluated once updated City population projections are developed. Population projections used to develop demands for this Plan are relatively conservative. The Plan was presented to the public at a board meeting on June 22, 2026. No public comments were received. A copy of the presentation is included in the Appendix B. A. Summary There are six active groundwater wells supplying water to the distribution system. The wells serve three pressure zones and have a total rated capacity of 8,570 gpm. It is recommended that the City continues obtaining water from the deep wells. There are three ESTs and one ground level storage tank in the distribution system. The total amount of storage in the system is 1.6 MG. City of Verona, Wisconsin Water Supply Service Area Plan Section 5–Water Source Alternatives and Recommendations Prepared by Strand Associates, Inc. 5-3 R:\MAD\Documents\Reports\Active\Verona, WI\WSSAP.1022.002.NME.Apr\Report\S5.docx\061126 B. 2026 1. Water Supply and System Demands The estimated 2026 MDD equals 1,936 gpm. The current firm well capacity with Well No. 5 out of service equals 6,370 gpm. During an MDD, the system is projected to have a reserve well capacity of 4,434 gpm; therefore, no additional well capacity is required to meet 2026 MDDs. 2. Storage Capacity The estimated 2026 maximum day plus fire flow demand equals 5,436 gpm. The system’s effective storage capacity after accounting for peak hourly demands and operational needs is 7,600 gpm. During a 180-minute fire event, the system is projected to have a storage reserve of 1.4 MG; therefore, no additional storage is needed. C. 2030 1. Water Supply and System Demands The estimated 2030 MDD equals 2,061 gpm. The current firm well capacity with Well No. 5 out of service equals 6,370 gpm. During an MDD, the system is projected to have a reserve well capacity of 4,309 gpm so no additional well capacity is required to meet 2030 MDDs. 2. Storage Capacity The estimated 2030 maximum day plus fire flow demand equals 5,561 gpm. The system’s effective storage capacity after accounting for peak hourly demands and operational needs is 7,475 gpm. During a 180-minute fire event the system is projected to have a storage reserve of 1.3 MG so no additional storage is needed. D. 2040 1. Water Supply and System Demands The estimated 2040 MDD equals 2,536 gpm. The current firm well capacity with Well No. 5 out of service equals 6,370 gpm. During an MDD, the system is projected to have a reserve well capacity of 3,834 gpm so no additional well capacity is required to meet 2040 MDDs. 2. Storage Capacity The estimated 2040 maximum day plus fire flow demand equals 6,036 gpm. The system’s effective storage capacity after accounting for peak hourly demands and operational needs is 7,000 gpm. During a 180-minute fire event, the system is projected to have a storage reserve of 1.3 MG; therefore, no additional storage is needed. ( ) 2026 City of Verona Crack Sealing (#10253606) Owner: Verona WI, City of Solicitor: Verona WI, City of 07/02/2026 11:00 AM CDT Engineer Estimate Thunder Road LLC Fahrner Asphalt Sealers, LLC Section TitleLine Item Item Code Item Descri UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Base Bid Lump Sum $161,000.00 $75,250.00 $85,477.00 1 SP 24 Crack Seali LS 1 $150,000.00 $150,000.00 $72,750.00 $72,750.00 $78,477.00 $78,477.00 2 SP 24 Traffic ContLS 1 $5,000.00 $5,000.00 $1,000.00 $1,000.00 $2,000.00 $2,000.00 3 SP 24 Street SweeLS 1 $6,000.00 $6,000.00 $1,500.00 $1,500.00 $5,000.00 $5,000.00 Base Bid Total: $161,000.00 $75,250.00 $85,477.00 6500 Shady Bend Rd. Dane County Land Information Office (LIO), Fly Dane Partnership, Ayres Associates, Wisconsin Regional Orthoimagery Consortium (WROC) Parcels 2 foot Intervals 10 foot Intervals 2 foot Intervals Environmental Corridor Land Use (2020) Agriculture Open Land Right of Way Single Family Water Woodland ColorOrtho3Inch2024Web Red: Red Green: Green Blue: Blue 7/8/2026, 6:26:32 AM 0 375 750187.5 ft 0 110 22055 m 1:4,038 South Verona Technology Park Parcel Dane County Land Information Office (LIO), Fly Dane Partnership, Ayres Associates, Wisconsin Regional Orthoimagery Consortium (WROC) Parcels Environmental Corridor Land Use (2020) Agriculture Commercial Sales or Services Communications or Utilities Industrial Open Land Outdoor Recreation Right of Way Single Family Vacant Water Woodland ColorOrtho3Inch2024Web Red: Red Green: Green Blue: Blue 7/8/2026, 6:20:29 AM 0 620 1,240310 ft 0 190 38095 m 1:6,731 Whalen Rd. Parcel Dane County Land Information Office (LIO), Fly Dane Partnership, Ayres Associates, Wisconsin Regional Orthoimagery Consortium (WROC) Parcels 2 foot Intervals 10 foot Intervals 2 foot Intervals Environmental Corridor Land Use (2020) Agriculture Open Land Right of Way Single Family Water Woodland ColorOrtho3Inch2024Web Red: Red Green: Green Blue: Blue 7/8/2026, 6:26:24 AM 0 375 750187.5 ft 0 110 22055 m 1:4,038