Board of Public Works — Agenda Packet

October 28, 2025 Village of Jackson - Board of Public Works Meeting Agenda VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING AGENDA Tuesday, October 28, 2025 at 6:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Approval of Minutes for the Board of Public Works Meeting of September 30, 2025 3. Change Order #2 - Final - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger for a decrease in the amount of $8,470.66 4. Pay Request #18 - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger in the amount of $28,036.59 5. Pay Request #19 - Final - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger in the amount of $230,930.58 6. Pay Request #4 - 2025 Hickory Lane Reconstruction Project - Vinton Construction in the amount of $618,120.14 7. Reimbursement Request #15 - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - Clean Water Fund Loan in the amount of $296,155.05 8. Authorization to Increase Sewer Utility Rates Effective January 1, 2026 9. Review 15-Year Capital Road Improvements (2026-2041) 10. Director of Public Works Report 11. Citizens/Village Staff to address the Board of Public Works 12. Adjourn Persons with disabilities requiring special accommodations for attendance at the meeting should contact the Administration Department at the Jackson Municipal Complex at least one (1) business day prior to the meeting. It is possible that members of the Village Board may attend the above meeting. No action will be taken by any governmental body at this meeting other than the governmental body specifically referred to in this meeting notice. This notice is given so that members of the Village Board may attend the meeting without violating the open meeting law. Page 1 of 41 DRAFT Page 2 of 41 DRAFT Page 3 of 41 DRAFT Page 4 of 41 DRAFT Page 5 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Change Order #2 - Final - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger for a decrease in the amount of $8,470.66 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of Change Order #2 related to the 2024 Wastewater Treatment Plant Tertiary Filter and UV Disinfection Project. This change order reflects necessary modifications identified during construction. A breakdown of the changes is provided below: Increases: • $9,489.90 – For three work change directives including: o Additional wiring for chemical feed systems o Additional piping for tertiary filter chemicals o Additional paving on the east side of the new filter building • $9,907.54 – To extend the UV structure to provide coverage over control panels • $4,980.00 – For the installation of a polymer sensor Reductions: • ($1,366.20) – Correction of an incorrect contractor markup • ($1,224.00) – For 364 square feet of concrete sidewalk not installed • ($30,257.50) – Elimination of items not required, including: o Soil testing o Extra electrical utility work o Extra gas utility work o Polymer chemical tote o Miscellaneous equipment The total Change Order is for a reduction of $8,470.66. Funding for this Change Order will come from Account Number: 300-00-17600-000-380 (Sewer – Construction Work) Please let me know if you have any questions or require further details. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve Change Order #2 for a decrease in the amount of $8,470.66 to J.H. Hassinger. Page 6 of 41 Page 7 of 41 Page 8 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Pay Request #18 - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger in the amount of $28,036.59 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of Pay Request #18 from J.H. Hassinger in the amount of $28,036.59 for work completed on the Wastewater Treatment Plant Tertiary Filters and UV Disinfection project. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and schedule. Funding for this payment will come from Account Number: 300-00-17600-000-380 (Sewer Construction Work) If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve Pay Request #18 for J.H. Hassinger in the amount of $28,036.59. Page 9 of 41 Page 10 of 41 Page 11 of 41 Page 12 of 41 Page 13 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Pay Request #19 - Final - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger in the amount of $230,930.58 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of Pay Request #19 from J.H. Hassinger in the amount of $230,930.58 for work completed on the Wastewater Treatment Plant Tertiary Filters and UV Disinfection project. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and schedule. Funding for this payment will come from Account Number: 300-00-17600-000-380 (Sewer Construction Work) If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve Pay Request #18 for J.H. Hassinger in the amount of $230,930.58. Page 14 of 41 Page 15 of 41 Page 16 of 41 Page 17 of 41 Page 18 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Pay Request #4 – 2025 Hickory Lane Reconstruction Project - Vinton Construction in the amount of $618,120.14 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of Pay Request #4 from Vinton Construction in the amount of $618,120.14 for work completed on the Hickory Lane Reconstruction Project. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and schedule. Funding for this payment will come from Account Numbers: 600-00-56700-400-000 (Capital Projects Repairs/Construction) $206,040.04 300-00-17600-000-380 (Sewer Construction Work) $206,040.05 200-00-18600-395-000 (Water Construction Work) $206,040.05 If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Board approve Pay Request #4 for Vinton Construction in the amount of $618,120.14. Page 19 of 41 October 16, 2025 Village of Jackson W194 N16660 Eagle Drive Jackson, WI 53037 Attention: Jack Straehler Director of Public Works Subject: Project: VOJ 25-01 Hickory Lane Reconstruction Pay Request #4 Dear Mr. Straehler: Enclosed you will find Pay Request #4 for the Hickory Lane Reconstruction project in the Village of Jackson. The total amount, due to the contractor, included a retainage reduction to not exceed the maximum retainage. This is per Article 6.02.A.1 Progress Payments; Retainage, of Contract Document 00500, Agreement: Work completed, Pay Request #4 = $610,614.52 Retainage Reduction, Pay Request #4 = $7,505.62 Amount due to Contractor, Pay Request #4 = $618,120.14 If you have any questions or comments, please contact me at (262) 343-0351. Sincerely, Ethan Wedemayer Project Inspector Gremmer & Associates, Inc. Page 20 of 41 10/16/2025 $618,120.14 Page 21 of 41 Page 1 of 4Unit Cost Breakdown Project: Jackson Hickory Lane VOJ-25-01 Contractor: Vinton Construction Company Application Date: 10/16/25 VCC Job# 25057 Payment Application #: 4 REVISED ITEM DESCRIPTION OF WORK Scheduled Vs. Percent NO. Actual Complete Quantity UOM Unit Price Amount Quantity Amount Quantity Amount Quantity Amount Add(Deduct) Section 100 Roadway Items 1 100-01 Clearing & Grubbing 1 LS $ 10,000.00 $ 10,000.00 1.00 10,000.00$ - -$ 1.00 10,000.00$ -$ 100.0% 2 100-02 Removing Curb & Gutter 665 LF $ 5.00 $ 3,325.00 538.00 2,690.00$ 127.00 635.00$ 665.00 3,325.00$ -$ 100.0% 3 100-03 Removing Concrete Driveways and Sidewalk 740 SY $ 6.30 $ 4,662.00 589.00 3,710.70$ 14.00 88.20$ 603.00 3,798.90$ 863.10$ 81.5% 4 100-04 Removing Guardrail 311 LF $ 2.00 $ 622.00 311.00 622.00$ - -$ 311.00 622.00$ -$ 100.0% 5 100-05 Excavation Common 7,315 CY $ 24.09 $ 176,218.35 3,657.50 88,109.18$ 3,657.50 88,109.18$ 7,315.00 176,218.35$ -$ 100.0% 6 100-06 Excavation Below Subgrade 1,508 CY $ 18.25 $ 27,521.00 - -$ - -$ - -$ 27,521.00$ 0.0% 7 100-07 Base Aggregate Dense 3/4-Inch 470 TON $ 34.20 $ 16,074.00 198.00 6,771.60$ 186.00 6,361.20$ 384.00 13,132.80$ 2,941.20$ 81.7% 8 100-08 Base Aggregate Dense 1 1/4-Inch 8,475 TON $ 16.55 $ 140,261.25 4,970.00 82,253.50$ 2,528.00 41,838.40$ 7,498.00 124,091.90$ 16,169.35$ 88.5% 9 100-09 Base Aggregate Dense 3-Inch 3,320 TON $ 19.47 $ 64,640.40 - -$ - -$ - -$ 64,640.40$ 0.0% 10 100-10 Concrete Driveway 7-Inch 115 SY $ 72.00 $ 8,280.00 125.00 9,000.00$ - -$ 125.00 9,000.00$ (720.00)$ 108.7% 11 100-11 Drilled Tie Bars 52 EA $ 10.00 $ 520.00 39.00 390.00$ - -$ 39.00 390.00$ 130.00$ 75.0% 12 100-12 HMA Pavement 3 LT 58-28 S 2,615 TON $ 65.80 $ 172,067.00 - -$ 1,835.00 120,743.00$ 1,835.00 120,743.00$ 51,324.00$ 70.2% 13 100-13 HMA Pavement 4 LT 58-28 S 1,745 TON $ 71.80 $ 125,291.00 - -$ 1,405.00 100,879.00$ 1,405.00 100,879.00$ 24,412.00$ 80.5% 14 100-14 Asphaltic Surface Driveways 9 TON $ 120.00 $ 1,080.00 - -$ 11.00 1,320.00$ 11.00 1,320.00$ (240.00)$ 122.2% 15 100-15 Concrete Curb & Gutter 24-Inch 335 LF $ 33.75 $ 11,306.25 157.00 5,298.75$ - -$ 157.00 5,298.75$ 6,007.50$ 46.9% 16 100-16 Concrete Curb & Gutter 30-Inch Type D 835 LF $ 33.75 $ 28,181.25 498.00 16,807.50$ - -$ 498.00 16,807.50$ 11,373.75$ 59.6% 17 100-17 Concrete Sidewalk 4-Inch 9,580 SF $ 6.50 $ 62,270.00 7,544.00 49,036.00$ - -$ 7,544.00 49,036.00$ 13,234.00$ 78.7% 18 100-18 Concrete Sidewalk 6-Inch 965 SF $ 7.50 $ 7,237.50 1,048.00 7,860.00$ - -$ 1,048.00 7,860.00$ (622.50)$ 108.6% 19 100-19 Curb Ramp Detectable Warning Field Natural Patina 190 SF $ 28.00 $ 5,320.00 150.00 4,200.00$ - -$ 150.00 4,200.00$ 1,120.00$ 78.9% 20 100-20 Mobilization 1 EA $ 95,500.00 $ 95,500.00 0.75 71,625.00$ 0.10 9,550.00$ 0.85 81,175.00$ 14,325.00$ 85.0% 21 100-21 Silt Fence 3,515 LF $ 2.05 $ 7,205.75 3,435.00 7,041.75$ - -$ 3,435.00 7,041.75$ 164.00$ 97.7% 22 100-22 Temporary Ditch Checks 72 LF $ 8.00 $ 576.00 72.00 576.00$ - -$ 72.00 576.00$ -$ 100.0% 23 100-23 Culvert Pipe Checks 42 EA $ 25.00 $ 1,050.00 4.00 100.00$ - -$ 4.00 100.00$ 950.00$ 9.5% 24 100-24 Inlet Protection Type B 20 EA $ 70.00 $ 1,400.00 20.00 1,400.00$ - -$ 20.00 1,400.00$ -$ 100.0% 25 100-25 Inlet Protection Type C 25 EA $ 73.00 $ 1,825.00 25.00 1,825.00$ - -$ 25.00 1,825.00$ -$ 100.0% 26 100-26 Topsoil, Seed, Fertilizer, and Mulch 10,000 SY $ 6.59 $ 65,900.00 - -$ - -$ - -$ 65,900.00$ 0.0% Previous Request This Request To Date Scheduled- Work Completed Total Completed/Stored Page 22 of 41 Page 2 of 4Unit Cost Breakdown Project: Jackson Hickory Lane VOJ-25-01 Contractor: Vinton Construction Company Application Date: 10/16/25 VCC Job# 25057 Payment Application #: 4 REVISED ITEM DESCRIPTION OF WORK Scheduled Vs. Percent NO. Actual Complete Quantity UOM Unit Price Amount Quantity Amount Quantity Amount Quantity Amount Add(Deduct) Previous Request This Request To Date Scheduled- Work Completed Total Completed/Stored 27 100-27 Topsoil, Seed, Fertilizer, and Erosion Mat 1,100 SY $ 9.99 $ 10,989.00 - -$ - -$ - -$ 10,989.00$ 0.0% 28 100-28 Riprap Medium w/ Geotextile Fabric Type HR 30 CY $ 120.00 $ 3,600.00 30.00 3,600.00$ 15.00 1,800.00$ 45.00 5,400.00$ (1,800.00)$ 150.0% 29 100-29 Geotextile Fabric Type SAS 4,524 SY $ 1.75 $ 7,917.00 - -$ - -$ - -$ 7,917.00$ 0.0% 30 100-30 Traffic Control 1 LS $ 6,000.00 $ 6,000.00 0.75 4,500.00$ 0.10 600.00$ 0.85 5,100.00$ 900.00$ 85.0% 31 100-31 Permanent Signing 1 LS $ 2,300.00 $ 2,300.00 - -$ - -$ - -$ 2,300.00$ 0.0% 32 100-32 Marking Line Epoxy 4-Inch 13,795 LF $ 0.63 $ 8,690.85 - -$ - -$ - -$ 8,690.85$ 0.0% 33 100-33 Marking Stop Line Epoxy 18-Inch 150 LF $ 13.50 $ 2,025.00 - -$ - -$ - -$ 2,025.00$ 0.0% 34 100-34 Marking Crosswalk Epoxy Transverse Line 6-Inch 725 LF $ 10.50 $ 7,612.50 - -$ - -$ - -$ 7,612.50$ 0.0% 35 100-35 Sawing Asphalt 468 LF $ 4.00 $ 1,872.00 483.00 1,932.00$ - -$ 483.00 1,932.00$ (60.00)$ 103.2% 36 100-36 Sawing Concrete 124 LF $ 5.00 $ 620.00 74.00 370.00$ - -$ 74.00 370.00$ 250.00$ 59.7% 37 100-37 Remove Fallen Trees from Cedar Creek 1 LS $ 5,000.00 $ 5,000.00 1.00 5,000.00$ - -$ 1.00 5,000.00$ -$ 100.0% Section 200 Storm Sewer Items 38 200-01 Removing Manholes 20 EA $ 515.00 $ 10,300.00 5.00 2,575.00$ 1.00 515.00$ 6.00 3,090.00$ 7,210.00$ 30.0% 39 200-02 Removing Inlets 13 EA $ 305.00 $ 3,965.00 23.00 7,015.00$ 3.00 915.00$ 26.00 7,930.00$ (3,965.00)$ 200.0% 40 200-03 Removing Storm Sewer 3,207 LF $ 29.00 $ 93,003.00 2,410.00 69,890.00$ 438.00 12,702.00$ 2,848.00 82,592.00$ 10,411.00$ 88.8% 41 200-04 Abandoning Storm Sewer 40 CY $ 255.00 $ 10,200.00 40.00 10,200.00$ - -$ 40.00 10,200.00$ -$ 100.0% 42 200-05 Apron Endwalls for Culvert Pipe Reinforced Concrete 15-Inch 2 EA $ 1,225.00 $ 2,450.00 - -$ 2.00 2,450.00$ 2.00 2,450.00$ -$ 100.0% 43 200-06 Apron Endwalls for Culvert Pipe Reinforced Concrete 18-Inch 1 EA $ 1,515.00 $ 1,515.00 - -$ 1.00 1,515.00$ 1.00 1,515.00$ -$ 100.0% 44 200-07 Apron Endwalls for Culvert Pipe Reinforced Concrete 24-Inch W/ Pipe Grate 1 EA $ 3,565.00 $ 3,565.00 1.00 3,565.00$ - 1.00 3,565.00$ -$ 100.0% 45 200-08 Apron Endwalls for Culvert Pipe Reinforced Concrete 60-Inch 1 EA $ 4,060.00 $ 4,060.00 - -$ 1.00 4,060.00$ 1.00 4,060.00$ -$ 100.0% 46 200-09 Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 38x60-Inch W/ Pipe Grate 1 EA $ 6,545.00 $ 6,545.00 1.00 6,545.00$ - -$ 1.00 6,545.00$ -$ 100.0% 47 200-10 Concrete Masonry Endwall 1 EA $ 17,678.00 $ 17,678.00 -$ 1.00 17,678.00$ 1.00 17,678.00$ -$ 100.0% 48 200-11 Storm Sewer Pipe Reinforced Concrete Class III 42- Inch 310 LF $ 194.50 $ 60,295.00 310.00 60,295.00$ - -$ 310.00 60,295.00$ -$ 100.0% 49 200-12 Storm Sewer Pipe Reinforced Concrete Class III 48- Inch 325 LF $ 240.00 $ 78,000.00 295.00 70,800.00$ - -$ 295.00 70,800.00$ 7,200.00$ 90.8% 50 200-13 Storm Sewer Pipe Reinforced Concrete Class III 60- Inch 60 LF $ 356.95 $ 21,417.00 - -$ 60.00 21,417.00$ 60.00 21,417.00$ -$ 100.0% 51 200-14 Storm Sewer Pipe Reinforced Concrete Class IV 12- Inch 34 LF $ 84.00 $ 2,856.00 33.00 2,772.00$ - -$ 33.00 2,772.00$ 84.00$ 97.1% Page 23 of 41 Page 3 of 4Unit Cost Breakdown Project: Jackson Hickory Lane VOJ-25-01 Contractor: Vinton Construction Company Application Date: 10/16/25 VCC Job# 25057 Payment Application #: 4 REVISED ITEM DESCRIPTION OF WORK Scheduled Vs. Percent NO. Actual Complete Quantity UOM Unit Price Amount Quantity Amount Quantity Amount Quantity Amount Add(Deduct) Previous Request This Request To Date Scheduled- Work Completed Total Completed/Stored 52 200-15 Storm Sewer Pipe Reinforced Concrete Class IV 15- Inch 61 LF $ 84.50 $ 5,154.50 33.00 2,788.50$ 22.00 1,859.00$ 55.00 4,647.50$ 507.00$ 90.2% 53 200-16 Storm Sewer Pipe Reinforced Concrete Class IV 18- Inch 207 LF $ 89.60 $ 18,547.20 202.00 18,099.20$ - -$ 202.00 18,099.20$ 448.00$ 97.6% 54 200-17 Storm Sewer Pipe Reinforced Concrete Class IV 24- Inch 43 LF $ 135.00 $ 5,805.00 44.00 5,940.00$ - -$ 44.00 5,940.00$ (135.00)$ 102.3% 55 200-18 Storm Sewer Pipe Reinforced Concrete Class IV 48- Inch 242 LF $ 278.00 $ 67,276.00 228.00 63,384.00$ - -$ 228.00 63,384.00$ 3,892.00$ 94.2% 56 200-19 Storm Sewer Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 38x60-Inch 426 LF $ 357.00 $ 152,082.00 420.00 149,940.00$ - -$ 420.00 149,940.00$ 2,142.00$ 98.6% 57 200-20 Storm Sewer Pipe Class III-A 12-Inch 186 LF $ 87.35 $ 16,247.10 190.00 16,596.50$ - -$ 190.00 16,596.50$ (349.40)$ 102.2% 58 200-21 Storm Sewer Pipe Class III-A 15-Inch 188 LF $ 76.30 $ 14,344.40 165.00 12,589.50$ 33.00 2,517.90$ 198.00 15,107.40$ (763.00)$ 105.3% 59 200-22 Storm Sewer Pipe Class III-A 18-Inch 152 LF $ 90.85 $ 13,809.20 28.00 2,543.80$ 109.00 9,902.65$ 137.00 12,446.45$ 1,362.75$ 90.1% 60 200-23 Storm Sewer Pipe Class III-A 24-Inch 506 LF $ 113.00 $ 57,178.00 - -$ 506.00 57,178.00$ 506.00 57,178.00$ -$ 100.0% 61 200-24 Storm Sewer Pipe Class III-A 30-Inch 25 LF $ 109.20 $ 2,730.00 24.00 2,620.80$ - -$ 24.00 2,620.80$ 109.20$ 96.0% 62 200-25 Storm Sewer Pipe Class III-A 36-Inch 576 LF $ 130.00 $ 74,880.00 582.00 75,660.00$ - -$ 582.00 75,660.00$ (780.00)$ 101.0% 63 200-26 Storm Sewer Pipe PVC 4-Inch 49 LF $ 35.00 $ 1,715.00 691.00 24,185.00$ - -$ 691.00 24,185.00$ (22,470.00)$ 1410.2% 64 200-27 Storm Sewer Pipe PVC 6-Inch 12 LF $ 35.00 $ 420.00 15.00 525.00$ - -$ 15.00 525.00$ (105.00)$ 125.0% 65 200-28 Storm Sewer Pipe PVC 15-Inch 7 LF $ 127.00 $ 889.00 - -$ - -$ - -$ 889.00$ 0.0% 66 200-29 Storm Sewer Pipe PVC 18-Inch 5 LF $ 155.00 $ 775.00 - -$ 6.00 930.00$ 6.00 930.00$ (155.00)$ 120.0% 67 200-30 Catch Basins 4-FT Diameter w/ Casting 6 EA $ 3,820.00 $ 22,920.00 6.00 22,920.00$ 1.00 3,820.00$ 7.00 26,740.00$ (3,820.00)$ 116.7% 68 200-31 Catch Basins 5-FT Diameter w/ Casting 1 EA $ 5,870.00 $ 5,870.00 1.00 5,870.00$ - -$ 1.00 5,870.00$ -$ 100.0% 69 200-32 Catch Basins 2.5x3-FT w/ Casting 13 EA $ 3,670.00 $ 47,710.00 10.00 36,700.00$ 2.00 7,340.00$ 12.00 44,040.00$ 3,670.00$ 92.3% 70 200-33 Manholes 4-FT Diameter w/ Casting 6 EA $ 3,995.00 $ 23,970.00 5.00 19,975.00$ 1.00 3,995.00$ 6.00 23,970.00$ -$ 100.0% 71 200-34 Manholes 5-FT Diameter w/ Casting 1 EA $ 5,961.00 $ 5,961.00 - -$ 1.00 5,961.00$ 1.00 5,961.00$ -$ 100.0% 72 200-35 Manholes 6-FT Diameter w/ Casting 3 EA $ 7,414.00 $ 22,242.00 3.00 22,242.00$ - -$ 3.00 22,242.00$ -$ 100.0% 73 200-36 Manholes 7-FT Diameter w/ Casting 3 EA $ 9,734.00 $ 29,202.00 3.00 29,202.00$ - -$ 3.00 29,202.00$ -$ 100.0% 74 200-37 Manholes 8-FT Diameter w/ Casting 3 EA $ 12,662.00 $ 37,986.00 3.00 37,986.00$ - -$ 3.00 37,986.00$ -$ 100.0% 75 200-38 Inlets Median 2 Grate w/ Casting 2 EA $ 4,172.00 $ 8,344.00 1.00 4,172.00$ - -$ 1.00 4,172.00$ 4,172.00$ 50.0% 76 200-39 Bulkhead Storm Sewer 15-Inch 4 EA $ 175.00 $ 700.00 2.00 350.00$ - -$ 2.00 350.00$ 350.00$ 50.0% 77 200-40 Connect to Existing Storm Sewer Lateral 3 EA $ 195.00 $ 585.00 23.00 4,485.00$ - -$ 23.00 4,485.00$ (3,900.00)$ 766.7% Page 24 of 41 Page 4 of 4Unit Cost Breakdown Project: Jackson Hickory Lane VOJ-25-01 Contractor: Vinton Construction Company Application Date: 10/16/25 VCC Job# 25057 Payment Application #: 4 REVISED ITEM DESCRIPTION OF WORK Scheduled Vs. Percent NO. Actual Complete Quantity UOM Unit Price Amount Quantity Amount Quantity Amount Quantity Amount Add(Deduct) Previous Request This Request To Date Scheduled- Work Completed Total Completed/Stored 78 200-41 Connect to Existing Storm Sewer Structure 1 EA $ 325.00 $ 325.00 - -$ 1.00 325.00$ 1.00 325.00$ -$ 100.0% 79 200-42 Connect to Existing Storm Sewer Pipe 2 EA $ 850.00 $ 1,700.00 - -$ 2.00 1,700.00$ 2.00 1,700.00$ -$ 100.0% Section 300 Water Main Items 80 300-01 Connect to Existing Water Main Pipe 2 EA $ 2,635.00 $ 5,270.00 3.00 7,905.00$ 4.00 10,540.00$ 7.00 18,445.00$ (13,175.00)$ 350.0% 81 300-02 Remove and Replace Water Service Curb Box 2 EA $ 1,170.00 $ 2,340.00 2.00 2,340.00$ - -$ 2.00 2,340.00$ -$ 100.0% 82 300-03 Water Main PVC 8-Inch 16 LF $ 72.00 $ 1,152.00 52.50 3,780.00$ 14.00 1,008.00$ 66.50 4,788.00$ (3,636.00)$ 415.6% 83 300-04 Water Service Pipe 1-Inch 42 LF $ 95.00 $ 3,990.00 - -$ - -$ - -$ 3,990.00$ 0.0% 84 300-05 Water Gate Valve 8-Inch 2 EA $ 3,080.00 $ 6,160.00 2.00 6,160.00$ - -$ 2.00 6,160.00$ -$ 100.0% 85 300-06 Adjusting Water Valve 17 EA $ 300.00 $ 5,100.00 - -$ 9.00 2,700.00$ 9.00 2,700.00$ 2,400.00$ 52.9% 86 300-07 Offset Water Main 4 EA $ 7,950.00 $ 31,800.00 3.00 23,850.00$ 2.00 15,900.00$ 5.00 39,750.00$ (7,950.00)$ 125.0% Section 400 Sanitary Sewer Items 87 400-01 Sanitary Sewer Manhole Covers Type J-Special 13 EA $ 1,440.00 $ 18,720.00 10.00 14,400.00$ 3.00 4,320.00$ 13.00 18,720.00$ -$ 100.0% 88 400-02 Sanitary Sewer Manhole Covers Type J-Special - Anchored 1 EA $ 1,540.00 $ 1,540.00 - -$ 1.00 1,540.00$ 1.00 1,540.00$ -$ 100.0% 89 400-03 Reconstructing Sanitary Sewer Manhole 63 VF $ 450.00 $ 28,350.00 34.80 15,660.00$ - -$ 34.80 15,660.00$ 12,690.00$ 55.2% 90 400-04 Connect to Existing Sanitary Sewer Pipe 1 EA $ 1,325.00 $ 1,325.00 - -$ - -$ - -$ 1,325.00$ 0.0% 91 400-05 Sanitary Sewer PVC 12-Inch 5 LF $ 88.00 $ 440.00 - -$ - -$ - -$ 440.00$ 0.0% Change Orders CO1 Added Watermain Work @ Hickory Land & Eagle Drive 1 LS $ 39,952.00 $ 39,952.00 - -$ 1.00 39,952.00$ 1.00 39,952.00$ -$ 100.0% CO2 6" Natural Habitat Stream for 60" Cross Pipe 1 LS $ 5,950.00 $ 5,950.00 - -$ 1.00 5,950.00$ 1.00 5,950.00$ -$ 100.0% Total: 2,202,265.50$ 1,251,245.28$ 610,614.52$ 1,861,859.80$ 340,405.70$ Less: 5% Retainage up to first 50% of contract 62,562.26$ (7,505.62)$ 55,056.64$ Total: 1,188,683.02$ 618,120.14$ 1,806,803.16$ Amount Previously Requested 1,188,683.02$ -$ 1,188,683.02$ Amount DueThis Request 0.00$ 618,120.14$ 618,120.14$ Page 25 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Reimbursement Request #15 - 2024 Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - Clean Water Fund Loan in the amount of $296,155.05 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of the Clean Water Fund Loan Reimbursement Request #15 in the amount of $296,155.05 for work completed on the Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and schedule. Funding from this payment will reimburse Account Number: 300-00-17600-000-380 (Sewer Construction Work) If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the Clean Water Fund Loan Reimbursement Request #15 in the amount of $296,155.05. Page 26 of 41 Page 27 of 41 Page 28 of 41 Page 29 of 41 Page 30 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Authorization to Increase Sewer Utility Rates Effective January 1, 2026 Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: This memo is to inform the Board of a proposed 18% Sewer Utility Rate increase, to take effect on January 1, 2026. During the Ehlers Financial Advisor’s presentation at the Special Village Board Meeting on October 20, 2025, the financial need for this rate adjustment was reviewed. The increase is necessary to prepare for the additional expenses anticipated with the forthcoming Wastewater Treatment Plant projects and upgrades. The need for a significant rate increase was first discussed during the 2024 budget workshops. At that time, the Board determined it would be more manageable to implement the required adjustments in smaller increments over multiple budget cycles rather than all at once. This proposed 18% increase represents the second consecutive year of implementing this planned adjustment. If you have any questions, please let me know. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve an 18% increase in Sewer Utility Rates effective January 1, 2026. Page 31 of 41 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Board of Public Works; Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Review 15-Year Capital Road Improvements (2026-2041) Meeting Date: October 28, 2025 – Board of Public Works Background and Analysis: Earlier this year, the Village contracted with Cedar Corporation to conduct the bi-annual Pavement Surface Evaluation and Rating (PASER) roadway ratings. The 15-year Capital Roads Improvement Schedule (2026–2041) has been updated based on the results of these ratings and coordinated utility improvement needs. PASER scores roads on a scale from 1 to 10, with 1 indicating failed pavement and 10 representing excellent condition. Following this year’s assessment, we are pleased to report that the Village has no roads rated at 1 or 2. A significant number of roads were rated 6 or better. The new improvement schedule prioritizes roads rated 3 and 4, the lowest in the Village, as the first projects beginning in 2026. As we progress through the plan, roads requiring less immediate attention are scheduled for improvement through 2041. This updated schedule ensures that both roadway and underground utility needs are strategically addressed to maximize efficiency and long-term value. Please let me know if you have any questions or need further details. JS Recommendation: Motion to place the updated 15-year Capital Road Improvements schedule on file. Page 32 of 41 Improvement Year Improvement ProjectDescription of Project LimitsYear Installed Road Rating Length of Project (ft) Cost per foot Construction Cost Engineering Design & Inspection Total Cost of Project Scope of Work Funding Source Linden Drive Hickory Lane to Dead End 1991 3 581 $745.00 $432,845.00 $108,211.25 $541,056.25 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Aspen Drive Hickory Lane to Dead End 1991 3 686 $745.00 $511,070.00 $127,767.50 $638,837.50 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Hawthorne Drive Hickory Lane to Dead End 1991 4 739 $745.00 $550,555.00 $137,638.75 $688,193.75 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Eagle Drive Hickory Lane to STH 60 2002 3 2,376 $745.00 $1,770,120.00 $442,530.00 $2,212,650.00Curb and Gutter, Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Georgetown Drive Jackson Drive to Wilshire Drive 1993 3 1,109 $782.25 $867,515.25 $216,878.81 $1,084,394.06Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Jackson Drive (North) 250 ft north of STH 60 to Park Road 1978 3 528 $782.25 $413,028.00 $103,257.00 $516,285.00 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Industrial Drive STH 60 to north 2000 ft 2002 3 2,000 $821.36 $1,642,720.00 $410,680.00 $2,053,400.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Meadow Lane Industrial Drive to Dead End 1983 4 1,320 $821.36 $1,084,195.20 $271,048.80 $1,355,244.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Westfield Drive Parkview Drive to Francis Drive 1994 3 1,640 $862.43 $1,414,385.20 $353,596.30 $1,767,981.50Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Colonial Lane Hazelwood Lane to Westfield Drive 1994 4 620 $862.43 $534,706.60 $133,676.65 $668,383.25 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2030 Ridgeway Drive Willow Ridge to Highland 1995 3 1,200 $905.55 $1,086,660.00 $271,665.00 $1,358,325.00Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2031 N. Center Street STH 60 to Tower Drive 1990 4 1,320 $950.83 $1,255,095.60 $313,773.90 $1,568,869.50Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Old Orchard Court Ridgeway Drive to Dead End 1995 4 310 $998.37 $309,494.70 $77,373.68 $386,868.38 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Cherry Hill Court Ridgeway Drive to Dead End 1995 5 300 $998.37 $299,511.00 $74,877.75 $374,388.75 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund Cherry Hill Circle Ridgeway Drive to Dead End 1995 5 300 $998.37 $299,511.00 $74,877.75 $374,388.75 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2033 Jackson Drive (South)260 ft south of STH 60 to 1,000 ft south of 60 1986 6 1000 $1,048.29 $1,048,290.00 $262,072.50 $1,310,362.50 Sanitary under creek, water main to 12 inchJackson Sewer and Water Utilities & General Fund 2034 Forest View Drive Hickory Lane to Dead End 1987 5 422 $1,100.70 $464,495.40 $116,123.85 $580,619.25 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2035 Eastwood Circle Forest View to Dead End 1987 4 370 $1,155.74 $427,623.80 $106,905.95 $534,529.75 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2036 Clover Lane Hickory Lane to Dead End 1988 5 422 $1,213.53 $512,109.66 $128,027.42 $640,137.08 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2037 Heather Drive Hickory Lane to Dead End 1987 5 422 $1,274.21 $537,716.62 $134,429.16 $672,145.78 Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2038 Stonehedge Drive Forest View to Hickory Lane 1989 4 1,637 $1,337.92$2,190,175.04 $547,543.76 $2,737,718.80Sanitary, Water, Storm with laterals, StreetlightsJackson Sewer and Water Utilities & General Fund 2039 Hickory Lane Heather Drive to Sherman Road1987 4 951 $1,404.82$1,335,983.82 $333,995.96 $1,669,979.78 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2040 Cedar Run Drive Hickory Lane to Dead End 1988 5 1,108 $1,475.06$1,634,366.48 $408,591.62 $2,042,958.10 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2041 Hemlock Street Spruce Street to Hickory Lane1991 5 1,056 $1,548.81$1,635,543.36 $408,885.84 $2,044,429.20 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Totals 4.04 22,417 $1,013.44$22,257,716.73$5,564,429.18 $27,822,145.91 Note - The engineering and design costs is 25% of the construction cost. Note - The Average projected cost for 2026 is $745/lineal foot. Note - The average price includes 5% annual lift in 2027 to 2041 Note - The Jackson Sewer and Water Utilities & General Fund costs are split by thirds. 2032 General Fund (Storm Sewer and Roadway), Sewer Utility, & Water Utility Proposed as of October 21, 2025 Village of Jackson 15 year Capital Road Improvements (2026 to 2041) 2026 2027 2029 2028 Page 33 of 41 Page 34 of 41 Page 35 of 41 1 Public Works Report October 28, 2025 Wastewater Treatment Plant - Designed Capacity – 1.69 million gallons per day Peak Flow Capacity – 6.0 million gallons per day Wastewater Treatment Plant - Year 2023 Month Average Flow Minimum Flow Maximum Flow January 1.247 MGD 1.010 MGD 1.560 MGD February 1.351 MGD 950,000 GPD 3.130 MGD March 1.762 MGD 1.250 MGD 2.560 MGD April 1.594 MGD 980,000 GPD 3.290 MGD May 1.094 MGD 780,000 GPD 1.520 MGD June 875,333 GPD 750,000 GPD 1.050 MGD July 841,935 GPD 680,000 GPD 1.050 MGD August 1.022 MGD 710,000 GPD 2.070 MGD September 968,667 GPD 740,000 GPD 1.270 MGD October 1.154 MGD 770,000 GPD 1.900 MGD November 1.080 MGD 870,000 GPD 1.720 MGD December 1.1146 MGD 850,000 GPD 1.440 MGD Wastewater Treatment Plant - Year 2024 Month Average Flow Minimum Flow Maximum Flow January 1.337 MGD 980,000 GPD 2.260 MGD February 1.440 MGD 1.090 MGD 2.250 MGD March 1.502 MGD 950,000 GPD 2.590 MGD April 1.427 MGD 980,000 GPD 3.220 MGD May 1.325 MGD 980,000 GPD 1.990 MGD June 1.544 MGD 980,000 GPD 2.500 MGD July 1.146 MGD 850,000 GPD 1.560 MGD August 1.027 MGD 760,000 GPD 1.550 MGD September 884,333 GPD 700,000 GPD 1.400 MGD October 795,484 GPD 670,000 GPD 0.990 MGD November 997,000 GPD 720,000 GPD 1.610 MGD December 935,806 GGD 730,000 GPD 1.460 MGD Wastewater Treatment Plant - Year 2025 Month Average Flow Minimum Flow Maximum Flow January 880,645 GPD 750,000 GPD 1.160 MGD February 890,714 GPD 730,000 GPD 1.030 MGD March 1.356 MGD 840,000 GPD 2.300 MGD April 1.443 MGD 1.0005 MGD 3.5300 MGD May 1.279 MGD 830,000 GPD 2.5300 MGD June 1.100 MGD 830,000 GPD 1.8900 MGD July 993,225 GPD 860,000 GPD 1.2800 MGD August 1.446 MGD 800,000 GPD 5.6700 MGD September 953,333 GPD 820,000 GPD 1,210,000 MGD October November December Page 36 of 41 2 2023 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,232,950 Gallons 1,000 Gallons 2,800 Gallons 72,460 Gallons $11,841.10 February 1,299,600 Gallons 1,000 Gallons 27,000 Gallons $11,121.30 March 849,250 Gallons 18,800 Gallons 62,550 Gallons $9,203.75 April Primary Clarifiers offline for new diffusers May 1,011,750 Gallons 44,350 Gallons 121,650 Gallons $13,131.00 June 1,089,100 Gallons 44,100 Gallons 148,950 Gallons $14,421.05 July 928,350 Gallons 3,500 Gallons 6,000 Gallons 110,500 Gallons $12,546.00 August 1,212,400 Gallons 8,000 Gallons 121,800 Gallons $15,649.00 September 1,083,000 Gallons 10,400 Gallons 100,350 Gallons $13,962.75 October 1,148,850 Gallons 8,200 Gallons 280,750 Gallons $18,999.25 November 1,020,400 Gallons 16,500 Gallons 302,800 Gallons $18,764.00 December 1,263,300 Gallons 2,000 Gallons 198,000 Gallons 17,693.00 2024 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,240,050 Gallons 500 Gallons 62,900 Gallons $14,003.00 February 1,236,550 Gallons 2,300 Gallons 63,100 Gallons $14,081.00 March 1,139,150 Gallons 4,500 Gallons 141,500 Gallons $15,200.25 April 1,135,752 Gallons 3,600 Gallons 225,950 Gallons $17,972.27 May 982,150 Gallons 14,800 Gallons 274,550 Gallons $17,573.25 June 734,178 Gallons 2,000 Gallons 175,950 Gallons $11,860.53 July 1,374,900 Gallons 11,300 Gallons 285,450 Gallons $21,563.25 August 1,362,350 Gallons 15,800 Gallons 272,200 Gallons $21,376.50 September 990,600 Gallons 1,000 Gallons 237,550 Gallons $15,904.75 October 1,044,550 Gallons 6,400 Gallons 228,3650 Gallons $16,545.75 November 987,500 Gallons 5,800 Gallons 195,350 Gallons $15,106.75 December 960,550 Gallons 2,750 Gallons 107,300 Gallons $12,453.00 Page 37 of 41 3 2025 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,008,400 Gallons 1,500 Gallons 40,650 Gallons $11,190.25 February 905,450 Gallons 1,400 Gallons 41,250 Gallons $10,169.75 March 1,237,500 Gallons 3,100 Gallons 72,450 Gallons $14,372.25 April 1,1317,750 Gallons 3,200 Gallons 168,650 Gallons $15,545.75 May 1,174,850 Gallons 17,900 Gallons 194,850 Gallons $17,693.75 June 1,084,900 Gallons 15,800 Gallons 223,750 Gallons $17,390.75 July 1,037,150 Gallons 15,000 Gallons 168,550 Gallons $15,485.25 August 1,184,950 Gallons 22,700 Gallons 187,850 Gallons $17,907.75 September 1,292,700 Gallons 800 2,500 Gallons 268,400 Gallons $19,819.00 October November December Wastewater Treatment Plant – Holding & Septage Receiving Annually Year Collected Amount Collected Year Collected Amount Collected Year Collected Amount Collected Year Collected Amount Collected 2005 $7,562.01 2006 $101,115.11 2007 $152,201,07 2008 $210,441.47 2009 $183,815.34 2010 $197,653.66 2011 $220,576.28 2012 $236,224.70 2013 $235,336.46 2014 $203,938.32 2015 $210,644,47 2016 $220,473.17 2017 $232,358.23 2018 $245,767.74 2019 $219,822.80 2020 $204,656.11 2021 $209,083.10 2022 $251,109.46 2023 $157,332.20 2024 $194,954.27 2025 Municipal Well Pump Information – Well Number and Pumping Capacity Well #1 400 GPM Well #3 900 GPM Well #4 1,200 GPM Well #5 1,100 GPM Well #6 800 GPM Summary of Municipal Water Consumption 2010 Total Pumpage 239,326,000 gallons 2011 Total Pumpage 240,268,000 gallons 2012 Total Pumpage 253,492,000 gallons 2013 Total Pumpage 228,371,000 gallons 2014 Total Pumpage 230,973,000 gallons 2015 Total Pumpage 222,621,000 gallons 2016 Total Pumpage 254,531,000 gallons 2017 Total Pumpage 251,387,000 gallons 2018 Total Pumpage 241,322,000 gallons 2019 Total Pumpage 253,427,000 gallons 2020 Total Pumpage 259,413,000 gallons 2021 Total Pumpage 242,216,000 gallons 2022 Total Pumpage 222,033,000 gallons 2023 Total Pumpage 229,997,000 gallons 2024 Total Pumpage 233,155,000 gallons 2025 Total Pumpage 000,000,000 gallons Page 38 of 41 4 Municipal Water Consumption - Year 2023 Month Average Pumpage Highest Pumpage Total Pumpage January 544,810 GPD 716,000 gallons 16,889,000 gallons February 576,070 GPD 762,000 gallons 16,130,000 gallons March 532,060 GPD 713,000 gallons 16,494.000 gallons April 597,230 GPD 869,000 gallons 17,917,000 gallons May 651,650 GPD 1,243,000 gallons 20,201,000 gallons June 850,070 GPD 1,018,000 gallons 24,152,000 gallons July 793,870 GPD 944,000 gallons 24,610,000 gallons August 737,060 GPD 1,019,000 gallons 22,849,000 gallons September 616,330 GPD 790,000 gallons 18,490,000 gallons October 611,900 GPD 986,000 gallons 18,969,000 gallons November 531,570 GPD 728,000 gallons 15,947,000 gallons December 549,970 GPD 770,000 gallons 17,049,000 gallons Municipal Water Consumption - Year 2024 Month Average Pumpage Highest Pumpage Total Pumpage January 560,000 GPD 733,000 gallons 17,486,000 gallons February 554,550 GPD 711,000 gallons 16,082,000 gallons March 541,840 GPD 731,000 gallons 16,797.000 gallons April 609,130 GPD 903,000 gallons 18,274,000 gallons May 609,870 GPD 762,000 gallons 18,906,000 gallons June 661,830 GPD 817,000 gallons 19,855,000 gallons July 731,480 GPD 988,000 gallons 22,676,000 gallons August 693,740 GPD 881,000 gallons 21,506,000 gallons September 739,570 GPD 972,000 gallons 22,187,000 gallons October 722,810 GPD 1,021,000 gallons 22,407,000 gallons November 565,450 GPD 816,000 gallons 17,529,000 gallons December 627,420 GPD 889,000 gallons 19,450,000 gallons Municipal Water Consumption - Year 2025 Month Average Pumpage Highest Pumpage Total Pumpage January 607,970 GPD 781,000 gallons 18,847,000 gallons February 682,680 GPD 820,000 gallons 19,115,000 gallons March 693,900 GPD 769,000 gallons 21,201.000 gallons April 707,070 GPD 1,122,000 gallons 21,212,000 gallons May 716,450 GPD 917,000 gallons 22,210,000 gallons June 842,170 GPD 999,000 gallons 25,265,000 gallons July 856,450 GPD 1,066,000 gallons 26,550,000 gallons August 784.940 GPD 970,000 gallons 24,209,000 gallons September 837,530 GPD 1,269,000 gallons 25,126,000 gallons October November December Page 39 of 41 5 Midwest Fiber Network Installation of equipment continues throughout the Village. Below is a summary of current progress by area: • Twin Creeks Subdivision: All underground pipes and structures are complete. Restoration is approximately 75% finished. • Creekwood Circle: Underground work is complete, with restoration nearing 100%. • Sherman Parc Subdivision: Underground installation is ongoing. Restoration will begin after completion of work in Twin Creeks. • Cedar Run Subdivision: Crews have distributed door hangers in preparation for work to begin in the coming weeks. Ridgeway Drive and Chestnut Court Reconstruction Project All work has been substantially completed in accordance with the contract. The contractor has addressed and completed all items on the punch list. We are currently awaiting the final change order reflecting final quantities, as well as the final pay application. Both items are expected to be presented at the November Board of Public Works meeting. Hickory Lane Reconstruction Project Phase 1 – All work for Phase 1 is complete, with the exception of restoration. A final walkthrough is still required to identify and address any remaining punch list items. Phase 2 – All underground utility work is complete, along with all remaining sidewalk, curb, and gutter installation. Fine grading and paving are scheduled for October 23rd and 24th. Following paving, crews will begin landscape restoration, shouldering, and pavement marking. Project completion is still anticipated by November 3rd. WWTP 2024 Tertiary Filters and UV Disinfection The project has been completed ahead of schedule, with all final punch list items addressed. The final Pay Request and DNR loan reimbursement will be presented at the October committee meeting. The project is expected to come in under budget. Cedar Run Park – Dog Park Project We have received final approval from the DNR for the Wetland Permit. A preconstruction meeting is scheduled for October 28th, with construction anticipated to begin in November. Next Generation Housing All damaged and broken sidewalk, curb, and gutter replacements that were the Village's responsibility have been completed. Hillcrest Builders and Harbor Homes still have outstanding sidewalk repairs to complete. The final lift of asphalt was completed on October 17th and 20th in Addition 1, The private road, Spruce Street, and Ridgeway Drive. Cedar Creek Townhomes We are still awaiting the televising report for the sanitary sewer main. There are no other updates currently. Morning Meadows Subdivision Phase 1 - No recent updates Phase 2 - No recent updates - Homeowner’s sump pumps are still running continuously. Dye -testing was performed last fall in stormwater detention ponds, and no trace was detected. The investigation is ongoing. Phase 3 - No recent updates – Final lift of asphalt and Streetlights have not yet been installed. Page 40 of 41 6 Maple Fields Subdivision Phase 1 - No recent updates. We are still working through punch list items. Phase 2 - No recent updates. We are still working through punch list items. Phase 3 - No recent updates. Village staff is still waiting to schedule the utility preconstruction meeting later this fall with Trio Engineering & Clark Dietz. Respectfully submitted, Jack Straehler, Director of Public Works Page 41 of 41