Village of Jackson - Board of Public Works — Agenda Packet

June 24, 2025 Village of Jackson - Board of Public Works Meeting Agenda VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING AGENDA Tuesday, June 24, 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 of the Board of Public Works Meeting of May 27, 2025 3. Change Order #1 - Ridgeway Drive and Chestnut Court Reconstruction Project - Advanced Construction for an increase in the amount of $83,797.32 4. Pay Request #2 - Ridgeway Drive and Chestnut Court Reconstruction Project - Advanced Construction in the amount of $219,429.58 5. Pay Request #16 - Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project - J.H. Hassinger in the amount of $99,540.52 6. Clean Water Fund Loan Request #13 - 2024 Wastewater Treatment Plant Project in the amount of $125,364.57 7. Wastewater Treatment Plant Disk Filter Maintenance - Veolia Water Technologies in the amount of $113,071.38 8. Review of Bids - Glen Brooke Drive and Jackson Drive Path Project 9. Presentation of Conceptual Design and Cost Estimate - 2026 Capital Improvement Plan for Roads - Eagle Drive 10. 2025-2026 Contract Amendment #2 - Gremmer & Associates in the amount of $301,825.00 11. 2025 Conventional Rate Case Study Update 12. Director of Public Works Report 13. Citizens/Village Staff to address the Board of Public Works 14. 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 59 May 27, 2025 Village of Jackson - Board of Public Works Meeting Minutes Page 1 of 3 VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING Tuesday, May 27, 2025 at 6:00 PM Minutes 1. Call to Order and Roll Call The meeting was called to order at 6:01 PM by Pres. Heckendorf. Members Present: Pres. Heckendorf, Tr. Engelhardt, Tr. Kruepke, Stephanie Egner, Ryan Ganshow, and Jeff Mitchell Members Excused: Josh Sandleback Members Absent: None Staff Present: Administrator Jen Heidtke, Public Works Director Jack Straehler, and Clerk Jackie Schuh 2. Approval of Minutes for the Board of Public Works Meeting of April 29, 2025 The motion to approve Minutes for the Board of Public Works Meeting of April 29, 2025 was made by Jeff Mitchell and seconded by Tr. Kruepke. Vote: 6 ayes, 0 nays. Motion carried. 3. Pay Request #1 - Ridgeway Drive and Chestnut Court Reconstruction Project - Advanced Construction in the amount of $299,636.65 The motion to recommend the Budget and Finance Committee and Village Board approve Pay Request #1 for the Ridgeway Drive and Chestnut Court Reconstruction Project for Advanced Construction in the amount of $299,636.65 was made by Tr. Engelhardt and seconded by Tr. Kruepke. Director Straehler advised the rain delay will be mitigated by the crew working on Fridays, which is usually their off day. Vote: 6 ayes, 0 nays. Motion carried. 4. Pay Request #15 - Wastewater Treatment Plant Tertiary Filters and Disinfection Project - JH Hassinger in the amount of $501,760.55 The motion to recommend the Budget and Finance Committee and Village Board approve Pay Request #15 for the Wastewater Treatment Plant Tertiary Filters and Disinfection Project to JH Hassinger in the amount of $501,760.55 was made by Tr. Engelhardt and seconded by Tr. Kruepke. Vote: 6 ayes, 0 nays. Motion carried. 5. Clean Water Fund Loan Request #12 - 2024 Wastewater Treatment Plant Project in the amount of $510,713.05 DRAFT Page 2 of 59 May 27, 2025 Village of Jackson - Board of Public Works Meeting Minutes Page 2 of 3 The motion to recommend the Budget and Finance Committee and Village Board approve Reimbursement Request #12 for the 2024 Wastewater Treatment Plant Project from the Clean Water Fund Loan in the amount of $510,713.05 was made by Tr. Engelhardt and seconded by Jeff Mitchell. Vote: 6 ayes, 0 nays. Motion carried. 6. Review of 2024 Jackson Water Utility - Consumer Confidence Report (CCR) The motion to recommend the Village Board approve the 2024 Jackson Water Utility Consumer Confidence Report was made by Tr. Engelhardt and seconded by Jeff Mitchell. Director Straehler answered questions from the Board regarding contaminant levels and indicated a more detailed clarification would be provided at the June 10, 2025 Village Board meeting. Vote: 6 ayes, 0 nays. Motion carried. 7. Review of 2026 Capital Projects - Roads and Equipment Director Straehler provided an overview of proposed changes to the Public Works Capital Vehicle and Equipment Schedule. Extensive discussion followed regarding the replacement of the Engineer tech vehicle, a new chipper, three new turf mowers, and an additional in- town commuter vehicle. Tr. Engelhardt noted the schedule change to move Eagle Drive forward in the road improvement schedule, thereby using the funds currently slated for Hasmer Lake. Administrator Heidtke indicated Ehler's would provide more extensive information on funding in the near future. 8. Resolution #25-18 Preliminary Resolution Declaring Intent to Exercise Special Assessment Police Powers, Under Section 66.0703 of the Wisconsin Statutes The motion to recommend the Budget and Finance Committee and Village Board approve Resolution #25-18 was made by Tr. Engelhardt and seconded by Jeff Mitchell. Vote: 6 ayes, 0 nays. Motion carried. 9. Resolution #25-19 A Resolution Adopting the 2024 Compliance Maintenance Annual Report for the Jackson Wastewater Treatment Facility The motion to recommend the Village Board approve Resolution #25-19 was made by Pres. Heckendorf and seconded by Tr. Kruepke. Vote: 6 ayes, 0 nays. Motion carried. 10. Director of Public Works Report Director Straehler indicated water consumption was higher this month than at the same time last year for unknown reasons. He confirmed March's high consumption was due to a barn fire in the area. DRAFT Page 3 of 59 May 27, 2025 Village of Jackson - Board of Public Works Meeting Minutes Page 3 of 3 The motion to put the April 2025 Director of Public Works Report on file was made by Pres. Heckendorf and seconded by Jeff Mitchell. Vote: 6 ayes, 0 nays. Motion carried. 11. Citizens/Village Staff to address the Board of Public Works None. 12. Adjourn The motion to adjourn the meeting was made by Jeff Mitchell and seconded by Tr. Kruepke. Vote: 6 ayes, 0 nays. Motion carried. The meeting adjourned at 6:34 PM. Respectfully Submitted, Jacqueline Schuh Village Clerk Village of Jackson DRAFT Page 4 of 59 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 #1 – Ridgeway Drive and Chestnut Court Reconstruction Project Meeting Date: June 24, 2025 Background and Analysis: This memo is to inform you of Change Order #1 related to the Ridgeway Drive and Chestnut Court Reconstruction project for Advanced Construction in the amount of $83,797.32. This change order reflects necessary adjustments identified during construction. A breakdown of the additional costs is as follows: • Sanitary Sewer Amendments approximately $7,200.00 Includes pipe bursting and related modifications to improve the sanitary sewer line. • Storm Sewer Lateral Installation approximately $30,000.00 to include additional linear footage and laterals due to incomplete records of existing infrastructure. • Storm Sewer Catch Basin Reconstruction approximately $33,500.00 to include reconstruction of existing catch basins not included in the original bid. • Underground Utility Conflicts approximately $11,300.00 to include necessary field changes due to unanticipated underground utility locations, requiring adjustments primarily related to the water main. • Miscellaneous Charges of approximately $2,000.00 Includes costs associated with unanticipated tree removal necessary to complete portions of the work. These changes were critical to maintaining and ensuring long-term functionality of the utility. Funding for this Change Order will come from Account Numbers: 600-00—56700-820-001 (Capital Project – Chestnut Court/Ridgeway Drive) 300-00-17600-000-380 (Sewer Construction Work) 200-00-18600-395-000 (Water Construction Work) Please let me know if you have any questions. JS Recommendation: I recommend the Board approve Change Order #1 in the amount of $83,797.32 to Advanced Construction. Page 5 of 59 SECTION 00 63 63 CHANGE ORDER NO.: 1 Owner: Engineer: Engineer's Project No.: Contractor: Contractor's Project No.: Project: Contract Name: Date Issued: Description: 1 = 2 = 3 = 4 = 5 = 6 = 7 = 8 = 9 = 10 = 11 = 12 = 13 = 14 = 15 = 16 = 17 = 18 = 19 = 20 = 21 = 22 = 23 = 24 = TOTAL = 25 +/(-) 7 Day(s) 26 +/(-) 7 Day(s) Reason for Change Order: a) b) c) ADD 88 LF 6" Dia PVC Storm Sewer Pipe @ 65.00/LF $5,720.00 ADD 1 EA 12"x 6" Reducer Fitting @ $275.00 EA $275.00 DELETE 25 Lineal Feet Remove & Replace Curb & Gutter (Bid Item #A2-6) @ $92.00/LF ($2,300.00) DELETE Lump Sum Lawn Restoration (Bid Item #A2-9) @ $1,250.00 ($1,250.00) ADD Lump Sum Lawn Restoration @ $2,000.00 $2,000.00 DELETE 515 Lineal Feet 6" PVC Sanitary Sewer Lateral (14 Units)(Bid Item #4) @ $165.50/LF ($85,232.50) DELETE 761 Lineal Feet 6" PVC Sanitary Sewer Lateral (7 Units)(Bid Item #A1-3) @ $165.50/LF ($125,945.50) ADD 1560 Lineal Feet 6" HDPE Pipe Bursted Sanitary Sewer Lateral @ $140.00/LF $218,400.00 Change Order Item No. 2: Owner preferred to have water service curb box material furnished by Owner resulting in a curb box materials credit. 05789-0020 May 22, 2025 ADD 180 Lineal Feet of 4” Dia Storm Lateral (Bid Item #A1-12) @ $60.00/LF ADD 1 EACH San. MH Barrel Joint Leak Repair – Chemical Grout @ $3,000.00 EA $3,000.00 $10,800.00 ADD 2 EACH Replace Catch Basin Castings w/ 3067 (2'x3') castings @ $838.00 EA $1,676.00 ADD 2 EACH Catch Basin Chimney Reconstruction using 2'x3' rings @ $2,000.00 EA $4,000.00 Change Order Item No. 1: Owner requested that the Contractor perform the connections from the proposed storm sewer laterals to the existing sump pump discharges. The Contract is modified as follows upon execution of this Change Order: Extension of Contract Times - SUBSTANTIAL COMPLETION: Extension of Contract Times - FINAL COMPLETION: ADD Lump Sum Water Service Temporary Connections w/ Addtl WTM capping $8,000.00 ADD 15 EACH Storm Lateral/Sump Discharge Connections @ $500.00 EA $7,500.00 ($1,168.00) ADD 7 EACH Catch Basin Chimney Reconstruction using 2' round rings @ $2,000.00 EA $83,797.32 $3,292.32ADD Lump Sum Investingation of Existing Water Main Location ADD 2 EA 2'x 3' Catch Basins w/ 3067 Castings @ $3,800.00 EA $7,600.00 Change Order Item Nos. 3-6: Owner directed alterations to proposed storm sewer laterals on Chestnut Court resulting in additional lateral pipe and cleanouts. $14,000.00 ADD 2 EACH Remove Trees (Bid Item #A1-34) @ $1,000.00 EA $2,000.00 DELETE 88 LF 12" Dia PVC Storm Sewer Pipe (Bid Item #A2-2) @ $115.00/LF ($10,120.00) ADD 1 EACH 4” Dia Storm Lateral Cleanout @ $450.00 EA $450.00 ADD 220 Lineal Feet of 6” Dia Storm Lateral @ $65.00/LF $14,300.00 ADD 1 EACH 6” Dia Storm Lateral Cleanout @ $500.00 EA $500.00 ADD 7 EACH Replace Catch Basin Castings w/ 3070 (2'x2') castings @ $900.00 EA $6,300.00 DELETE 16 EACH Water Service Curb Box Material @ $73.00 EA Village of Jackson Ridgeway Dr and Chestnut Ct Reconstruction - REBID Owner's Project No. Effective Date of Change Order: Advance Construction Cedar Corporation Ridgeway Dr and Chestnut Ct Reconstruction - REBID May 22, 2025 Page 6 of 59 d) e) f) g) h) i) j) k) Attachments: a) b) c) d) e) f) g) Change Order Item Nos. 14-19: Revisions to proposed storm sewer/storm sewer inlet off of Willow Ridge Drive. Revisions associated with Owner's negotiations with property owner to reduce the cost of the improvements. Change Order Item Nos. 25 & 26: Contract time extension associated with all additional Work items within this contract change order. Change Order Item No. 24: Cost associated with the Contractor's additional efforts related to finding the actual location of the existing water main on Ridgeway Drive by use of conventional and hydoexcavating. Water main location as indicated on Drawing were based upon on site utility locations which were found to be in error during construction. Change Order Item Nos. 25 & 26: Contractor's revised construction schedule dated 5/5/25. Change Order Item No. 1: 1) Engineer's Sump Pump Connection Exhibit dated 3/28/25, 2) Email correspondence between Engineer & Contractor dated 3/28/25 & 4/17/25 respectively. Change Order Item No. 2: Email correspondence between Engineer & Contractor dated 3/28/25 & 4/17/25 respectively. Change Order Item Nos. 20-22: Owner requested to have sanitary sewer lateral replacement extended beyond the right-of-way to property owner's structures. Changes associated with revising the method of installation from open cut pipe to pipe bursting. Change Order Item Nos. 23 & 24: Contractor's Cost Quote dated 5/12/25. Change Order Item Nos. 3-6: Email correspondence between Engineer & Contractor dated 4/2/25 & 4/17/25 respectively. Change Order Item Nos. 7-11: Owner decided to have the existing curb catch basin castings replaced which necessitated the reconstruction of structure chimneys. In addtion, the Owner added the replacement of 2 each catch basin structures with new castings. Change Order Item No. 23: Cost associated with the relocation of the proposed watermain and change in sequencing resulting in additional efforts related to temporary water service connections and additional water main isolations and capping. Change Order Item No. 12: Existing sanitary manhole located at Sta. 20+05 was found to contain leaks and therefore, the Contractor was directed by Owner to repair leaks by use of chemical grout. Change Order Item No. 13: Additional tree removals found necessary for the purpose of the installation of storm sewer laterals to adjacent properties. Change Order Item No. 12: 1) Email correspondence between Owner & Engineer dated 4/2/25, 2) Email correspondence between Engineer & Contractor dated 4/2/25 & 4/17/25 respectively. Change Order Item Nos. 7-11, 14-19, 20-22: 1) Email correspondence between Owner & Contractor/Engineer dated 4/30/25 re approvals, 2) Contractor's Cost Quote 422251 dated 4/22/25 (Items 7-11, 3)Owner's Exhibit re revision to Willow Ridge Dr. storm sewer (Items 14-19), 4) Contractor's Cost Quote 42225 dated 4/22/25 (Items 20-22), Page 7 of 59 Page 8 of 59 Village of Jackson Ridgeway Dr & Chestnut Ct Reconstruction - REBID PROJECT NO. DRAWN BY: SCALE: DATE: INSTALL SCH 40 TRANSITION FITTING WITH THREADED CAP COUPLING TO ACCOMODATE NEW TO EXISTING PIPE MATERIALS 05789-0020 DTK 3/28/25 NTS CHANGE ORDER ITEM NO. 1 Page 9 of 59 1 Doug Kroes From: Shane Kofler <skofler@advconst.net> Sent: Thursday, April 17, 2025 9:10 AM To: Doug Kroes Cc: Joshua Molter; Logan Myers; jeff.kreutzinger@villageofjacksonwi.gov; Matt Stephan; Jack Straehler Subject: RE: Jackson Ridgeway/Chestnut Reconst: Request for Cost Proposals 3/28/25 Follow Up Flag: Follow up Flag Status: Flagged Doug, Here is the pricing requested. Shane Kofler Advance Construction Inc Phone: 920-434-3978 / Fax: 920-434-6228 Direct: 920-593-1016 / Cell: 920-606-5011 From: Doug Kroes <doug.kroes@cedarcorp.com> Sent: Friday, March 28, 2025 4:25 PM To: Shane Kofler <skofler@advconst.net> Cc: Joshua Molter <joshua.molter@cedarcorp.com>; Logan Myers <Logan.Myers@villageofjacksonwi.gov>; jeff.kreutzinger@villageofjacksonwi.gov; Brian Kober <brian.kober@villageofjacksonwi.gov>; Matt Stephan <matt.stephan@cedarcorp.com> Subject: Jackson Ridgeway/Chestnut Reconst: Request for Cost Proposals 3/28/25 Shane: As discussed at the preconstruction conference, the Owner would like to add Work to the contract associated with making the connections from the new storm lateral risers to the existing sump pump discharges. Attached please find an exhibit detailing the ad ded work item. Based on the same, please provide an EACH unit price for this work: ADD 15 EACH Connection to Exist. Sump Pump Discharge @ $______ 500.00 __________EA In addition, the Owner will be furnishing the water service curb box material and therefore, a credit form the same is warranted. Please provide a credit amount as follows: DELETE 16 EACH Water Service Curb Boxes @ $__________ 73.00 ________EA Please feel free to contact me should you have any questions. Thank you, CHANGE ORDER ITEM NOS. 1 & 2 Page 10 of 59 1 Doug Kroes From: Shane Kofler <skofler@advconst.net> Sent: Thursday, April 17, 2025 3:09 PM To: Doug Kroes Cc: Josh Martell; Bryan Greisch Subject: RE: Jackson Ridgeway/Chestnut Reconst.: Revised Drawings/Added Work Items - 2nd CLARIFICATION Attachments: R-3070-0010.pdf Follow Up Flag: Follow up Flag Status: Flagged Doug here is the spec sheet on the “other” castings. Shane Kofler Advance Construction Inc Phone: 920-434-3978 / Fax: 920-434-6228 Direct: 920-593-1016 / Cell: 920-606-5011 From: Shane Kofler Sent: Thursday, April 17, 2025 11:50 AM To: 'Doug Kroes' <doug.kroes@cedarcorp.com> Cc: Josh Martell <jmartell@advconst.net>; Bryan Greisch <bryan.greisch@cedarcorp.com> Subject: RE: Jackson Ridgeway/Chestnut Reconst.: Revised Drawings/Added Work Items - 2nd CLARIFICATION Doug, Please find pricing below. Shane Kofler Advance Construction Inc Phone: 920-434-3978 / Fax: 920-434-6228 Direct: 920-593-1016 / Cell: 920-606-5011 From: Doug Kroes < doug.kroes@cedarcorp.com > Sent: Wednesday, April 2, 2025 7:23 PM To: Shane Kofler < skofler@advconst.net > Cc: Josh Martell < jmartell@advconst.net >; Bryan Greisch < bryan.greisch@cedarcorp.com > Subject: RE: Jackson Ridgeway/Chestnut Reconst.: Revised Drawings/Added Work Items - 2nd CLARIFICATION EXTERNAL EMAIL - This email was sent by a person from outside your organization. Exercise caution when clicking links, opening attachments or taking further action, before validating its authenticity. Shane, one more time… (gotta go home ) Corrections Below in RED font: Shane: CHANGE ORDER ITEM NOS. 3-6,12 & 13 Page 11 of 59 2 Attached please find revised Drawing 4/2/25. The revised Drawings include revisions as requested by the Owner. These revisions will add some work items in which we are requesting unit prices. Items added that have established bid unit prices will have the additional quantities recorded within their respective bid items. Therefore, in addition to the items we have requested unit costs for previously (within attached email of 3/28/25), please provide all-inclusive unit price costs for the following items: New Items: ADD 1 EACH 4” Dia Storm Lateral Cleanout @ $_______ 450.00 _______EA ADD 220 Lineal Feet of 6” Dia Storm Lateral @ $_______ 65.00 ________/LF ADD 1 EACH 6” Dia Storm Lateral Cleanout @ $_______500.00 _______EA ADD 1 EACH Replace Storm Catch Basin 2’x3’ w/ Casting & Chimney (Salvage Casting for Owner) @ $_______ 3800.00 _________EA This is for the stand alone inlets (not for structures built over the pipe) ADD 8 EACH Replace Catch Basin Castings (Salvage Casting for Owner) @ $________ 838.00 ____________EA This is for the 3067 2x3. Cost for the alternate casting more suited for round rings R – 3070 cost would be $900 Each ADD 8 EACH Catch Basin Chimney Reconstruction @ $________ 4750.00 _______EA If rebuilding using R3070 with round rings cost would be $4000.00 ADD 1 LUMP SUM San. MH Barrel Joint Leak Repair – Chemical Grout @ $__ 3000.00 ___________ LS (Photo Attached – Intersection of Ridgeway & Willow Ridge – STA 20+00) Established Bid Items : ADD 180 Lineal Feet of 4” Dia Storm Lateral (Bid Item #17) @ $60.00/LF ADD 27 Square Feet of Concrete Sidewalk Removal (Bid Item #20) @ $0.60/SF ADD 27 Square Feet of 4” Concrete Sidewalk (Bid Item #21) @ $6.60/SF ADD 2 EACH Remove Trees (Bid Item #39) @ $1,000.00 EA ADD 27 Square Yard Remove Asphalt Driveway (Bid Item #29) @ $4.95/SY ADD 27 Square Yard Asphalt Driveway (Bid Item #30) @ $33.00/SY Please feel free to contact me if you have any questions. Thank you, Doug Kroes Senior Construction Manager W61 N497 Washington Avenue | Cedarburg | WI | 53012 Office: 262-204-2360 ext 1403 | TF: 800-472-7372 Cell: 920-246-6326 doug.kroes@cedarcorp.com www.cedarcorp.com | LinkedIn | Facebook | Twitter This e-mail and any attachments may contain proprie tary and confidential information from Cedar Corpor ation. Please visit our website at http://www.cedarcorp.com/disclaimer for more details. Page 12 of 59 1 Doug Kroes From: Jack Straehler <jack.straehler@villageofjacksonwi.gov> Sent: Wednesday, April 30, 2025 11:47 AM To: Doug Kroes; Matt Stephan; skofler@advconst.net Cc: Logan Myers Subject: Ridgeway Drive & Chestnut Court Follow Up Flag: Follow up Flag Status: Completed Team, I have a few updates to share. 1. The alternative scope of work to include Pipe Bursting has been discussed with our Village Administrator and Village President. We are in agreement with accepting this change. Doug can you please draft the proper paperwork necessary to reflect this change? 2. The alternative scope of work to include using 2' x'2 castings and round rings where necessary when reconstructing Storm Sewer catch basin has been discussed with our Village Administrator and Village President. Again, we are all in agreement with accepting this change. Doug can you please draft the proper paperwork necessary to reflect this change? 3. The alternative bid item for W198N17022 Ridgeway Drive has been discussed with our Village Administrator and the property owner. The property owner has agreed to pay the second bid provided by Advanced Construction as a special assessment. The property owner has also given the Village and its contractor written permission to access the private property and perform the work without an easement. Please let me know if you have any questions. Thanks, Jack B. Straehler II Director of Public Works Village of Jackson W194 N16660 Eagle Drive Jackson, WI 53037 Office: 262-677-0707 Cell: (262) 305-5012 CHANGE ORDER ITEM NOS. 7-11, 14-19, 20-22 Page 13 of 59 Advance Construction, Inc. 2141 Woodale Ave Quote # 422251 Green Bay, WI 54313 DATE: April 22 2025 Phone: (920) 434-3978 Fax: (920) 434-6228 Quote terms Prices Good for 90 Days Quantity Unit Unit Price Amount 2 EA 3,800.00 7,600.00$ -$ 2 EA 838.00 1,676.00$ 7 EA 900.00 6,300.00$ -$ 2 EA 2,000.00 4,000.00$ 7 EA 2,000.00 14,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Subtotal 33,576.00$ Mark Up -$ Job Storm Pricing QUOTE Bill To: Village of Jackson Replace Catch Basin Casting with 3070 (2x2) Chimney Rebuild Catch Basin with round rings Chimney Rebuild Catch Basin with 2x3 rings Replace Catch Basin Casting with 3067 (2x3) Description Advance Construction Rep Shane Kofler Install new 2x3 inlet (takes 3067 casting) CHANGE ORDER ITEM NOS. 7-11 Page 14 of 59 CHANGE ORDER ITEM NOS.14-19 Page 15 of 59 Advance Construction, Inc. 2141 Woodale Ave Quote # 42225 Green Bay, WI 54313 DATE: April 22, 2025 Phone: (920) 434-3978 Fax: (920) 434-6228 Quote terms Prices Good for 90 Days Quantity Unit Unit Price Amount 1560 LF 140.00 218,400.00$ -$ -$ 1276 LF -165.50 (211,178.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Subtotal 7,222.00$ Mark Up -$ Description Advance Construction Rep Shane Kofler Pipe Burst existing sanitary sewer laterals from property to newly installed sewer main. Open Trench new sewer laterals, new main to right of way. (plan quantity footage) Job Ridgeway Dr - Pipe Bursting QUOTE Bill To: Jack Straehler Village of Jackson CHANGE ORDER ITEM NOS. 20 - 22 Page 16 of 59 1 Doug Kroes From: Doug Kroes Sent: Wednesday, April 2, 2025 3:23 PM To: Logan Myers; skofler@advconst.net; Joshua Molter; Matt Stephan Cc: Jack Straehler; Jeff Kreutzinger Subject: RE: Ridgeway/Chestnut Project - Additional work request Logan: Did you consider a chemical grout approach for addressing the leak in the joint? This has been proven as an eective method of addressing leaks such as this. Doug Kroes Senior Construction Manager W61 N497 Washington Avenue | Cedarburg | WI | 53012 Office: 262-204-2360 ext 1403 | TF: 800-472-7372 Cell: 920-246-6326 doug.kroes@cedarcorp.com www.cedarcorp.com | LinkedIn | Facebook | Twitter This e-mail and any attachments may contain proprie tary and confidential information from Cedar Corpor ation. Please visit our website at http://www.cedarcorp.com/disclaimer for more details. From: Logan Myers <Logan.Myers@villageofjacksonwi.gov> Sent: Wednesday, April 2, 2025 2:08 PM To: Doug Kroes <doug.kroes@cedarcorp.com>; skofler@advconst.net; Joshua Molter <joshua.molter@cedarcorp.com>; Matt Stephan <matt.stephan@cedarcorp.com> Cc: Jack Straehler <jack.straehler@villageofjacksonwi.gov>; Jeff Kreutzinger <jeff.kreutzinger@villageofjacksonwi.gov> Subject: Ridgeway/Chestnut Project - Additional work request All, The Village has inspected the northernmost sanitary manhole at the intersection of Ridgeway and Willow Ridge and noticed a large amount of infiltration and leaking from at least two joints. See attached photo. We would like Advance Construction to disassemble, re-grout, and re-wrap this manhole to address this issue. Please account for the additional time when scheduling work. Let me know if you have any questions or concerns. Thank you, Logan Myers Engineering Technician Village of Jackson W194 N16660 Eagle Drive Jackson, WI, 53037 Oice: (262) 677-0707 ext. 513 Mobile: (414) 573-9137 CHANGE ORDER ITEM NO. 12 Page 17 of 59 Advance Construction, Inc. 2141 Woodale Ave Quote # Green Bay, WI 54313 DATE: May 12, 2025 Phone: (920) 434-3978 Fax: (920) 434-6228 Quote terms Prices Good for 90 Days Quantity Unit Unit Price Amount 6.5 HR 306.51 1,992.32$ -$ 6.5 HR 200.00 1,300.00$ -$ 1 LS 8,000.00 8,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Subtotal 11,292.32$ Mark Up -$ Job Ridgeway Dr QUOTE Bill To: Village of Jackson This includes 5 water service reconnects, and cutting and capping the existing main 2 times. $1000 per service & $1500 each for cut and cap. Temporary reconnect of water services and cap existing water main to allow for sewer install. Hydro Vac Truck 4/9 & 4/10 Description Advance Construction Rep Shane Kofler Crew Investigating and locating existing water 4/9 & 4/10 CHANGE ORDER ITEM NOS. 23 & 24 Page 18 of 59 Jackson - Ridgeway Dr 5-5-25 31-Mar 7-Apr 14-Apr 21-Apr 28-Apr 5-May 12-May 19-May 26-May 2-Jun 9-Jun 16-Jun 23-Jun 30-Jun 7-Jul 14-Jul 21-Jul 28-Jul 4-Aug 11-Aug 18-Aug 25-Aug 2-Sep Traffic Control Erosion Control Tree Removal Sanitary Mainline - Ridgeway Dr Sanitary Mainline - Chestnut Ct Water Main - Ridgeway Dr Water Main - Chestnut Dr Water Serices/Transfers Sanitary Laterals Pipe Burst Storm Sewer Grading Curb & Gutter Sidewalks & Driveways Restoration Asphalt Pavement Advance Gordon Work Zones Homer Sommers AllWays Payne & Dolan M&E CHANGE ORDER ITEM NOS. 25 & 26 Page 19 of 59 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 #2 – Ridgeway Drive and Chestnut Court Reconstruction Project Meeting Date: June 24, 2025 Background and Analysis: This memo is to inform the Board of Pay Request #2 from Advance Construction in the amount of $219,429.58 for work completed on the Ridgeway Drive and Chestnut Court 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: 600-00-56700-820-001 (Capital Project – Chestnut Court/Ridgeway Drive) $73,143.20 300-00-17600-000-380 (Sewer Construction Work) $73,143.19 200-00-18600-395-300 (Water Construction Work) $73,143.19 If you have any questions, please let me know. JS Recommendation: I recommend the Board approve Pay Request #2 for Advanced Construction in the amount of $219,429.58 as part of the ongoing financial management and progress of this capital improvement project. Page 20 of 59 Cedarburg • Green Bay • Madison • Menomonie Community Infrastructure • Architecture • Environmental Services W61N497 Washington Avenue Cedarburg, WI 53013 262-204-2360 www.cedarcorp.com May 30, 2025 Village of Jackson N168 W20733 Main Street PO Box 637 Jackson, WI 53037 Attn: Mr. Jack Straehler II, Director of Public Works Subject: Contractor’s Application for Payment No. 2 Ridgeway Drive & Chestnut Court Reconstruction - REBID Cedar Project No. 05789-0020 Dear Mr. Straehler: Enclosed for your use in payment to Advance Construction in the amount of $219,429.58 is Contractor’s Application for Payment No. 2. Please Note: As the Contractor has not yet received payment from the Village related to their Application for Payment No. 1, this application does not include lien waivers from subcontractors and/or material suppliers associated with Application No. 1. These lien waivers will be submitted upon the Contractor’s receipt of payment for the same. Following your review and approval, please complete the application for payment forms within the areas reserved for the Owner. Thereafter, retain one copy for your records, provide the second copy to the Contractor with payment and provide the third copy to our office. Should you have any questions, please feel free to contact me at our Cedarburg office. Sincerely, CEDAR CORPORATION Douglas T. Kroes Senior Construction Manager Enclosed: As Noted Cc: Shane Kofler, Advance Construction Page 21 of 59 5/30/25 Page 22 of 59 Page 23 of 59 Page 24 of 59 Page 25 of 59 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 #16 – Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project Meeting Date: June 24, 2025 Background and Analysis: This memo is to inform the Board of Pay Request #16 from J.H. Hassinger in the amount of $99,540.52 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: I recommend the Board approve Pay Request #16 for J.H. Hassinger in the amount of $99,540.52 as part of the ongoing financial management and progress of this capital improvement project. Page 26 of 59 Page 27 of 59 Page 28 of 59 Page 29 of 59 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: Clean Water Fund Loan Request Loan Request #13 – Wastewater Treatment Plant Tertiary Filters and UV Disinfection Project Meeting Date: June 24, 2025 Background and Analysis: This memo is to inform the Board of the Clean Water Fund Loan Reimbursement Request #13 in the amount of $125,364.57 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: I recommend the Board approve the Clean Water Fund Loan Reimbursement Request #13 in the amount of $125,364.57 as part of the ongoing financial management and progress of this capital improvement project. Page 30 of 59 Page 31 of 59 Page 32 of 59 Page 33 of 59 Page 34 of 59 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: Wastewater Treatment Plant Disk Filter Maintenance Meeting Date: June 24, 2025 Background and Analysis: As Part of ongoing Wastewater Treatment Plant Maintenance this memo is to inform the Board of the reasoning behind receiving a single-source proposal from Veolia Water Technologies. Veolia Water Technologies is the original manufacturer of this equipment. As such, they are uniquely trained and qualified to perform the required 5-year maintenance. This scheduled maintenance program is a standard manufacturer recommended service that, to my understanding, has not yet been completed since the system’s original installation. Completion of this program is important to preserve the performance, safety, and longevity of the equipment. According to information provided by Veolia, the company will not honor warranty coverage if parts are purchased or installed by a third party. Therefore, to ensure the integrity of the system and to maintain warranty protections, it is necessary to have Veolia perform this work directly. Additionally, the Village’s Purchasing and Authority Policy and Procedures allows for sole source procurement under circumstances where only one vendor can provide the required service or product due to proprietary or warranty-related reasons. For these reasons, I received a single-source proposal from Veolia which was reviewed with staff and our consultant Engineering firm Town and Country. Funding for this project will come from Account Numbers: 300-00-57320-831-000 (Sewer Collection System Maintenance) $56,535.69 300-00-57320-833-000 (Sewer Equipment Maintenance) $56,535.69 Please let me know if you have any questions. JS Recommendation: I recommend the Board approve this sole source purchase proposal from Veolia Water Technologies in the amount of $113,071.38, to carry out the five-year maintenance program. Page 35 of 59 KRUGER | 1500 Garner Rd. Raleigh NC 27610 Veolia Codes: PS QUOTEFROM QUOTE NO: 1500 Garner Road, Suite C QUOTE DATE: Raleigh, North Carolina 27610 USA EXPIRATION DATE:7/1/2025 CLE Jackson WWTP, WI In Stock 2 PRIPHT374989SPACER WASHER D235/179X15 - AXIAL BEARING $214.18 $428.36 4 PRIPHT374976SLIDE BUSHING D178.4 $1,318.54 $5,274.16 2 PRIPHT375120RBR SEAL HSF22/26 REAR BRG $88.29 $176.58 2 PRIPHT361142RBR SEAL HSF22/26 FRONT BRG $126.10 $252.20 2 PRIPHT377653EFF CTR SHAFT 22/26 WELD $3,892.90 $7,785.80 2 PRIPHT375113BRG HOUSE HSF22/2600 316L REAR $4,711.02 $9,422.04 2 PRIPHT377652INF CTR SHAFT 22/26 ASSY S32205 W/O FC (or #PRIPHT365737) $6,036.50 $12,073.00 2 PRIPHT375114BRG HOUSE 2200-HN INL 316L WELD $5,146.98 $10,293.96 2 PRIPHT377077SPACER WASHER D177/166.9X10 - V-RING SLEEVE $118.00 $236.00 2 SEVRRU343948V-SEALING V-180A INF V-RING $55.91 $111.82 2 PRIPHT361469SWIV CONN 2 INCH D9-BALL ASSY S32205 W/ STOP SCREW STR NIP $1,295.82 $2,591.64 2 PRIPHT374961RBR LIP SEAL HSF17/21/2200 $394.05 $788.10 2 SEORRU343088O-SEALING 180X4 $17.63 $35.26 2 IMPSGG325347MANOMETER 0-16 BAR PSI KR ¼" $133.53 $267.06 2 CFCFGU201095SCREEN,WIRE,200 MICRON WEAVE $175.92 $351.84 2 PRIPHT370971HUB SPROCKET DO150 DI45 316L $1,417.29 $2,834.58 2 PRIPHT371733HUB FLG DO150 DI80 316L $313.56 $627.12 2 PRIPHT375296SPACER BW WHEEL HSF2200-N $451.06 $902.12 2 PRIPHT375295WHEEL BW HEADER HSF2200-N $410.06 $820.12 2 PRIPHT377786SPACER WASHER D340/231X16 PA6 $541.48 $1,082.96 2 FXSCYR337597SCREW MSK6SS M8X50 A4 DIN916 - SET SCREW FOR HUB $4.78 $9.56 2 FXSCYP337628SCREW M6S M6X55 A4 - SMALL SCREW ON BW WHEEL $0.78 $1.56 2 PRIPHT377783SPROCKET Z=12 HSF2200 $532.95 $1,065.90 2 PRIPHT377784SPROCKET Z=32 HSF2200 $1,811.75 $3,623.50 2 PRIPHT364472CHAIN HT78 47 LINKS 316L/PLASTIC $1,427.98 $2,855.96 2 FXWAYP337486WASHER RB 6.4X18X1.6 A4 - WASHER BW WHEEL $0.27 $0.54 10 FXSCYZ337620SCREW M6S M16X120 - SCREW BW WHEEL & REAR CENTER SHAFT PLATE $24.30 $243.00 34 FXWAYT337489WASHER RB 10.5X20X2 - HUB WASHER $0.49 $16.66 14 PRIPHT369554WASHER W/ LOCKING DEVICE SET 316L HSF2200/HSF2600 $175.81 $2,461.34 14 FXSCYZ337165SCREW M6S M16X90 - SPROCKET SCREWS $81.85 $1,145.90 2 SEVRRU343913V-SEALING NBR V-45A (SEAL ON SEW SHAFT) $10.84 $21.68 16 FXSCYT336408SCREW M6S M10X60H - HUB SCREWS $5.30 $84.80 16 FXNUYT336018NUT NYLOC M6NM M10 - HUB NUT $1.52 $24.32 24 FXWAZA337493WASHER RB 17X30X3 $1.52 $36.48 58 FXNUYZ336020NUT NYLOC M6NM M16 $4.84 $280.72 12 FXSCYP337502SCREW M6S M6X16H (REAR BRG SEAL) $0.55 $6.60 12 FXWAYP337485WASHER RB 6.4X12X1.6 - REAR HOUSING SEAL WASHER $0.27 $3.24 8 FXSCYZ337581SCREW M6S M16X60 - FRONT INF SHAFT $12.67 $101.36 16 FXSCYP337064SCREW MK6S M6X16 - REAR HOUSING SEAL SCREW $2.07 $33.12 42 FXSCYZ336887SCREW M6S M16X65 - SPOKE SCREWS $7.06 $296.52 84 FXWAZB336888WASHER 18X30X8.0 - SPOKE WASHERS $4.89 $410.76 4 FXSCYP337508SCREW M6S M6X50 $1.03 $4.12 4 FXSCYR337597SCREW MSK6SS M8X50 $5.09 $20.36 1 PRIPHT364205TEST TUBE ASSY CAPACITY CTRL OF FLTR PNL $229.91 $229.91 Veolia Water Technologies, Inc. Chris Evans 919.455.1522 PHONE 888-578-4378 FAX 919-661-4568 Chris.Evans@veolia.com Contact Name:Chad Russ Company:Village of Jackson Phone:262-893-0855 Address:W194 North 16658 Eagle Drive Jackson, WI 53037Email:chad.russ@villageofjacksonwi.gov Sales Person Job EQUIPMENT SERIAL #. Payment Terms DELIVERY TERMS DELIVERY SCHEDULE Net 30 Days DAP, Prepaid & Add Destination* QTY PART NUMBER DESCRIPTION UNIT PRICE LINE TOTAL 06062025 6/6/2025 Aftermarket Sales Manager - Hydrotech Filtration, Kruger This quote is valid for 25 days Page 36 of 59 KRUGER | 1500 Garner Rd. Raleigh NC 27610 2 VEOLIA HYDROTECH 2210 DISC FILTER (QTY 1) 2 VEOLIA TECHS ONSITE FOR UP TO 2 DAYS TO COMPLETE A 5 YEAR KIT REBUILD SCOPE TRAVEL TO JACKSON, WI SAFTEY MEETING LOTO UNIT REHAB DISC FILTER WITH 5 YEAR SERVICE KIT REMOVE LOTO TEST RUN UNIT TURN UNIT BACK OVER TO PLANT OPERATORS CLIENT RESPONSIBILITES 1. UNIT DRIANED AND WASHED OUT. 2. PROVIDE ACCESS TO WATER HOSE $20,944.38 $41,888.75 [[Confidential, Do not share with third parties]] $1,850.00 If Applicable ALL PRICES SUBJECT TO COST AND AVAILABILITY AT TIME OF ORDER. PRICES EXCLUDES PACKAGING, FREIGHT (INTERNATIONAL & DOMESTIC),CUSTOMS, DUTIES, BROKERAGE, FEES AND APPLICABLE TAXES. PRICES EXCLUDES INSTALLATION LABOR, STARTUP, & TRAINING SHIPPING CHARGES ARE PREPAID AND ADDED TO THE INVOICE ORYOUR FREIGHT ACCOUNT. MINIMUM ORDER $50.00. ^THESE ITEMS MAY BE AFFECTED BY INTERNATIONAL TARIFFS. SUBTOTAL $111,221.38 ESTIMATED FREIGHT* Sales Tax Total USD $113,071.38 *If customer's shipping method is preferred (FOB), enter your freight carrier & account number: A SIGNED QUOTATION IS REQUIRED TO PROCESS ORDER. PLEASE SIGN BELOW. Signed By:______________________________________________________________________________ Date:_______________________ Click or browse to URL(s) below for applicable Terms and Conditions https://www.veoliawatertech.com/sites/g/files/dvc3601/files/document/2025/03/Parts%20and%20Service%20Terms%20%281%29.pdf Page 37 of 59 KRUGER | 1500 Garner Rd. Raleigh NC 27610 QUOTE NO:06062025 QUOTE Company information - (OPTIONAL) Credit Card Section - Signed by: Date: Printed Name: Title: Please complete this section if you have not previously provided this information. Company Name: Shipping Address: City/State/Zip: Telephone number: Fax number: Please complete this section if you prefer to pay by credit card. Card Number: Expiration Date: Authorization (CID) #: Card Holder Name: Card Holder Phone #: Company Name: Billing Address: City/State/Zip: Visa MasterCard AMEX I/We understand that the part(s), invoice(s) or sales orders(s) ordered / listed above will be charged to the credit card noted upon order acknowledgement. Additionally, items ordered will not be processed until confirmation/authorization of charge is made. If the charge is for labor, a charge confirmation/authorization will be performed prior to labor commencement. If the credit card is denied, Veolia will notify the cardholder to obtain an alternative form of payment prior to processing the order 3 digit # located on back of card My signature below is my company’s acknowledgement and acceptance of this order including all stated terms and conditions, is an acknowledgement that I am authorized to sign this document on behalf of my company, and further authorizes Veolia to use the information entered in this section (if any) to process credit card payment for this order. •IF YOU SUBMIT A PO, PLEASE REFERENCE VEOLIA WATER TECHNOLOGIES, INC. QUOTATION NUMBER TO PROCESS ORDER. •The Buyer is responsible for inspecting the equipment upon delivery and documenting any damage in writing on the delivery tickets. Signing delivery tickets without the notation of damage or missing items deems the equipment acceptable. •The pricing is expressly contingent upon the items in this quotation & is subject all terms stated herein, including all attached Veolia Water Technologies, Inc. Standard Terms of Sale. No additional terms contained within Owner's and/or Engineer's Plans, Specifications & Purchase Orders shall apply to nor become a part of this Quote. •Except in the case where there are active, applicable, and mutually executed terms and conditions in place between Veolia and Purchaser prior to issuance of this Quotation, the Parts and/or Services provided are subject to the terms and conditions linked above. These terms and conditions will not change, but please print and include with your records if necessary. Page 38 of 59 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 of Bids – Glen Brooke Drive and Jackson Drive Path Project Meeting Date: June 24, 2025 Background and Analysis: As part of the 2025 Capital Improvement Plan (CIP), $125,000 was budgeted for the reconstruction of the Jackson Drive path. Additionally, the CIP includes a proposed budget of $140,000 in 2029 for the future reconstruction of the Glen Brooke Drive path. Upon review and on-site inspection of both paths, it is my determination that the Glen Brooke Drive path is currently in worse condition and should be prioritized for reconstruction this year. Bids were received from four contractors for the reconstruction of both pat hs. In addition, I asked all four contractors to submit proposals for preventative maintenance services specific to the Jackson Drive path. Funding for this project will come from Account Number: 600-00-56700-400-000 (Capital Projects Repair / Construct) Recommendation: I recommend the Village proceed as follows: • Award the reconstruction of the Glen Brooke Drive path to Poblocki Paving in the amount of $88,505.00 with as needed undercutting at $48.00/Ton. • Award preventative maintenance work for the Jackson Drive path to Johnson and Sons Paving in the amount of $7,300.00. By proceeding with these two proposals, the Village will address both path segments this year appropriately based on current conditions and will complete the work for a total cost of approximately $95,805, which is approximately $29,000.00 under the 2025 budgeted amount. By completing work on both paths this year, we can reevaluate allocations of path funds in future years. If you have any questions, please let me know. JS Page 39 of 59 Taking the lead in Washington County Bid Tabulation Address / Location Work Type Contractor Price Glen Brooke Drive Path Complete Reconstruction Poblocki Paving $88,505.00 $48/Ton Undercutting Glen Brooke Drive Path Complete Reconstruction Johnson & Sons $89,229.00 $55/Ton Undercutting Glen Brooke Drive Path Complete Reconstruction PLM Paving $109,340.00 $72/Ton Undercutting Glen Brooke Drive Path Complete Reconstruction Pro2Pave $117,044.00 $45/Ton Undercutting Glen Brooke Drive Path Profile Mill / Pave PLM Paving $77,756.00 Address / Location Work Type Contractor Price Jackson Drive Path Maintenance Johnson & Sons $7,300.00 Jackson Drive Path Maintenance PoblockI Paving $9,803.00 Jackson Drive Path Maintenance PLM Paving $9,300.00 or $9,900.00 (Depending on scope of work) Jackson Drive Path Maintenance Pro2Pave $13,500.00 Address / Location Work Type Contractor Price Jackson Drive Path Complete Reconstruction Poblocki Paving $63,174.00 $48/Ton Undercutting Jackson Drive Path Complete Reconstruction Johnson & Sons $66,251.00 $55/Ton Undercutting Jackson Drive Path Complete Reconstruction PLM Paving $78,685.00 $72/Ton Undercutting Jackson Drive Path Complete Reconstruction Pro2Pave $88,744.00 $45/Ton Undercutting Jackson Drive Path Profile Mill / Pave PLM Paving $58,525.00 Page 40 of 59 Taking the lead in Washington County Bid Tabulation Address / Location Work Type Contractor Price Glen Brooke Drive Path Complete Reconstruction Poblocki Paving $88,505.00 $48/Ton UndercuttingGlen Brooke Drive Path Complete Reconstruction Johnson & Sons $89,229.00 $55/Ton UndercuttingGlen Brooke Drive Path Complete Reconstruction PLM Paving $109,340.00 $72/Ton UndercuttingGlen Brooke Drive Path Complete Reconstruction Pro2Pave $117,044.00 $45/Ton Undercutting Glen Brooke Drive Path Profile Mill / Pave PLM Paving $77,756.00Address / Location Work Type Contractor Price Jackson Drive Path Maintenance Johnson & Sons $7,300.00Jackson Drive Path Maintenance PoblockI Paving $9,803.00Jackson Drive Path Maintenance PLM Paving $9,300.00 or $9,900.00(Depending on scope of work) Jackson Drive Path Maintenance Pro2Pave $13,500.00Address / LocationWork TypeContractor PriceJackson Drive Path Complete ReconstructionPoblocki Paving $63,174.00 $48/Ton UndercuttingJackson Drive Path Complete ReconstructionJohnson & Sons$66,251.00 $55/Ton UndercuttingJackson Drive Path Complete ReconstructionPLM Paving$78,685.00 $72/Ton UndercuttingJackson Drive Path Complete ReconstructionPro2Pave $88,744.00 $45/Ton UndercuttingJackson Drive Path PLM Paving$58,525.00 Page 41 of 59 Page 42 of 59 Page 43 of 59 Page 44 of 59 Page 45 of 59 Page 46 of 59 Page 47 of 59 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 From: Jack Straehler, Director of Public Works Subject: Presentation of Conceptual Design and Cost Estimate – 2026 Capital Improvements Plan for Roads – Eagle Drive Meeting Date: June 24, 2025 Background and Analysis: The purpose of this memo is to provide a summary of the conceptual cost estimate proposal for improvements to Eagle Drive. The proposal is currently broken down into three options , each with its own scope of work and associated preliminary cost. Option 1: Rural Reconstruction in Place with Paved Shoulder This includes a reconstruction of the existing roadway in its current alignment, with the addition of a paved shoulder. Estimated reconstruction and engineering cost: $1,126,946.25. Option 2: Rural Reconstruction in Place with Sidewalk This includes a rural-style roadway reconstruction that includes the addition of a sidewalk for improved pedestrian accessibility. Estimated reconstruction and engineering cost: $1,274,787.00. Option 3: Urban Reconstruction with Curb and Gutter, Sidewalk, and Stormwater Improvements This includes the most comprehensive option which involves full urban reconstruction, including installation of curb and gutter, sidewalk, and stormwater infrastructure. Estimated reconstruction and engineering cost: $2,046,663.75. Please note that these are conceptual cost estimates and do not include land acquisition costs, which will be required for certain components of the project . I look forward to discussing this proposal further and receiving direction from the Board on how to proceed. JS Recommendation: I recommend moving forward with option 3: Urban Reconstruction with curb and gutter, sidewalk, and stormwater improvements. This alternative represents a comprehensive and future-focused solution that will provide lasting value to both the Village and its residents. Investing in this urban-style design supports the Village’s long-term goals for resiliency, livability, and growth. Page 48 of 59 Eagle Drive , Village of Jackson Conceptual Planning Estimate 6/18/2025 Section Title Item Description UofM Quantity Unit Price Extension Quantity Unit Price Extension Quantity Unit Price Extension Section 100 Roadway Items $758,150.00 $838,800.00 $1,000,350.00 Clearing & Grubbing LS 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 Removals (Roadway) LS 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 Excavation Common CY 4000 $25.00 $100,000.00 4500 $25.00 $112,500.00 5800 $25.00 $145,000.00 Excavation Below Subgrade CY 650 $25.00 $16,250.00 650 $25.00 $16,250.00 650 $25.00 $16,250.00 Base Aggregate Dense 3/4-Inch TON 225 $30.00 $6,750.00 330 $30.00 $9,900.00 330 $30.00 $9,900.00 Base Aggregate Dense 1 1/4-Inch TON 4970 $20.00 $99,400.00 4970 $20.00 $99,400.00 5235 $20.00 $104,700.00 Base Aggregate Dense 3-Inch TON 1430 $20.00 $28,600.00 1430 $20.00 $28,600.00 1430 $20.00 $28,600.00 Concrete Driveway 7-Inch SY 0 $0.00 $0.00 0 $0.00 $0.00 575 $70.00 $40,250.00 HMA Pavement 3 LT 58-28 S TON 1270 $80.00 $101,600.00 1270 $80.00 $101,600.00 1335 $80.00 $106,800.00 HMA Pavement 4 LT 58-28 S TON 845 $90.00 $76,050.00 845 $90.00 $76,050.00 890 $90.00 $80,100.00 Asphaltic Surface Driveways TON 135 $150.00 $20,250.00 135 $150.00 $20,250.00 55 $150.00 $8,250.00 Concrete Curb & Gutter 30-Inch Type D LF 150 $25.00 $3,750.00 150 $25.00 $3,750.00 3600 $25.00 $90,000.00 Concrete Sidewalk SF 0 $0.00 $0.00 10000 $6.50 $65,000.00 10000 $6.50 $65,000.00 Mobilization EACH 1 $50,000.00 $50,000.00 1 $50,000.00 $50,000.00 1 $50,000.00 $50,000.00 Erosion Control LS 1 $7,500.00 $7,500.00 1 $7,500.00 $7,500.00 1 $7,500.00 $7,500.00 Topsoil, Seed, Fertilizer, and Mulch/Erosion MatSY 4000 $7.50 $30,000.00 4000 $7.50 $30,000.00 4000 $7.50 $30,000.00 Traffic Control LS 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 1 $10,000.00 $10,000.00 Permanent Signing LS 1 $5,000.00 $5,000.00 1 $5,000.00 $5,000.00 1 $5,000.00 $5,000.00 Pavement Marking LS 1 $8,000.00 $8,000.00 1 $8,000.00 $8,000.00 1 $8,000.00 $8,000.00 Street Lighting LS 1 $145,000.00 $145,000.00 1 $145,000.00 $145,000.00 1 $145,000.00 $145,000.00 Roadway Incidentals LS 1 $30,000.00 $30,000.00 1 $30,000.00 $30,000.00 1 $30,000.00 $30,000.00 Section 200 Storm Sewer Items $68,000.00 $93,000.00 $548,800.00 Removals (Storm Sewer) LS 1 $5,000.00 $5,000.00 1 $5,000.00 $5,000.00 1 $5,000.00 $5,000.00 Apron Endwalls for Culvert Pipe EACH 20 $500.00 $10,000.00 20 $500.00 $10,000.00 3 $3,500.00 $10,500.00 Culvert Pipe Driveways LF 400 $70.00 $28,000.00 400 $70.00 $28,000.00 0 $0.00 $0.00 Storm Sewer Pipe Reinforced Concrete 12-InchLF 0 $0.00 $0.00 0 $0.00 $0.00 460 $90.00 $41,400.00 Storm Sewer Pipe Reinforced Concrete 18-InchLF 0 $0.00 $0.00 0 $0.00 $0.00 1005 $100.00 $100,500.00 Storm Sewer Pipe Reinforced Concrete 24-InchLF 0 $0.00 $0.00 0 $0.00 $0.00 530 $130.00 $68,900.00 Catch Basins 2.5x3-FT w/ Casting EACH 0 $0.00 $0.00 0 $0.00 $0.00 18 $4,000.00 $72,000.00 Manholes 4-FT Diameter w/ Casting EACH 0 $0.00 $0.00 0 $0.00 $0.00 22 $4,000.00 $88,000.00 Manholes 5-FT Diameter w/ Casting EACH 0 $0.00 $0.00 0 $0.00 $0.00 5 $6,500.00 $32,500.00 Inlets Median 2 Grate w/ Casting EACH 0 $0.00 $0.00 0 $0.00 $0.00 4 $5,000.00 $20,000.00 Stormwater Management (Biofilter) EACH 0 $0.00 $0.00 0 $0.00 $0.00 2 $50,000.00 $100,000.00 Storm Sewer Incidentals EACH 1 $25,000.00 $25,000.00 1 $50,000.00 $50,000.00 1 $10,000.00 $10,000.00 Section 300 Water Main Items $5,600.00 $5,600.00 $31,100.00 Adjusting Water Valve Box EACH 16 $350.00 $5,600.00 16 $350.00 $5,600.00 16 $350.00 $5,600.00 Offset Water Main EACH 0 $0.00 $0.00 0 $0.00 $0.00 3 $8,500.00 $25,500.00 Section 400 Sanitary Sewer Items $20,000.00 $20,000.00 $20,000.00 Reconstructing Sanitary Sewer ManholeEACH 5 $4,000.00 $20,000.00 5 $4,000.00 $20,000.00 5 $4,000.00 $20,000.00 Construction Subtotal $851,750.00 $957,400.00 $1,600,250.00 Preliminary Estimating Contingency - 10% $85,175.00 $95,740.00 $160,025.00 Construction Change Orders - 5% $46,846.25 $52,657.00 $88,013.75 Construction Total $983,771.25 $1,105,797.00 $1,848,288.75 Design Engineering Includes lighting $78,175.00Includes lighting, title searches, plat $93,990.00Includes lighting, title searches, plat$108,375.00 Construction Engineering - Staking & Observation Assumes 10 weeks $65,000.00Assumes 12 weeks $75,000.00Assumes 16 weeks $90,000.00 Project Total $1,126,946.25 $1,274,787.00 $2,046,663.75 Rural Reconstruct - No Sidewalk Rural Reconstruct - With Sidewalk Urban Reconstruct Page 49 of 59 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: 2025-2026 Contract Amendment #2 – Gremmer and Associates Meeting Date: June 24, 2025 Background and Analysis: This memo is to inform the Board of the estimated engineering and design cost associated with the proposed 2026 Eagle Drive reconstruction project. The Village currently holds a professional services agreement with Gremmer and Associates in the amount of $193,450 for engineering and design services related to the 2026 street reconstruction of Hawthorn, Aspen, and Linden. This Contract Amendment #2 proposes to expand the scope of services to include design and construction engineering for the proposed 2026 Eagle Drive reconstruction project. Gremmer and Associates has provided the following options and associated fees for this additional work scope: • Rural reconstruction: $78,175.00 • Rural reconstruction with sidewalk: $93,990.00 • Urban reconstruction with sidewalk and storm sewer: $108,375.00 Funding for this contract will come from Account Numbers: 600-00-56700-000-000 (Miscellaneous Capital Projects) 300-00-17600-000-380 (Sewer Construction Work) 200-00-18600-395-000 (Water Construction Work) After reviewing the proposed alternatives, urban reconstruction with sidewalk and storm sewer will provide the most comprehensive long-term benefit and align with the Village’s infrastructure standards and goals. If you have any questions, please let me know. JS Recommendation: I recommend the Board approve the 2025-2026 contract amendment #2 with Gremmer & Associates for engineering services for a total amount of $301,825.00. Page 50 of 59 June 18, 2025 Village of Jackson W194 N16660 Eagle Drive Jackson, WI 53037 Attention: Mr. Jack Straehler Director of Public Works Subject: Hickory Lane Contract Amendment No. 2 Dear Mr. Straehler: The following is Contract Amendment No. 2 for the subject project. The original contract dated October 26, 2023, and Amendment No. 1 dated 12/11/2024 is amended as follows: SCOPE OF SERVICES – ALT. 1 (RURAL RECONSTRUCT – NO SIDEWALK) 1. Survey. a. Topographic/utility/right-of-way survey and corresponding base map for Eagle Drive from Hickory Lane to STH 60. 2. Preliminary and final roadway and drainage design/plans for the reconstruction of Eagle Drive from approximately 350’ north of Hickory Lane to the southern roundabout limits at STH 60. a. Scope assumes a rural roadway section with 5’ paved shoulders. b. Scope assumes the roadway will continue to be drained via roadside ditches (no storm sewer). c. Scope assumes the existing culverts under Eagle Drive just north of Spruce Street will not be replaced or extended. 3. Preliminary and final sanitary sewer and water main design a. Sanitary sewer design/plans scope is limited to removal and replacement of the existing sanitary sewer manhole cone including castings (no improvements to the mainline pipe or laterals). b. Water main design/plans scope is limited to removal and replacement of existing curb stop boxes, and adjustment of water valve boxes. 7. WDNR/USACE coordination. a. Add the additional Eagle Drive reconstruction project to the WDNR Notice of Intent for Stormwater Discharges (NOI) for the 2026 let project. b. Prepare and submit WDNR/USACE General Permit for the let 2026 project. Scope assumes any wetland impacts will be able to be permitted via the General Permit; and that wetland determination, mitigation, jurisdictional determination and/or artificial wetland exemption/classification will not be required. Individual permits will be considered additional services. Page 51 of 59 -2- 6. Street Lighting design (sublet to KL Engineering). a. Preliminary and final design for continuous street lighting along one side of Eagle Drive from Hickory Lane to STH 60. b. Street lighting poles and fixtures will match the recent Village of Jackson poles/fixtures installed along Spruce Street. 7. Bid documents and bidding a. Scope assumes the Eagle Drive reconstruction will be added to the project specific specifications and bid related documents for the 2026 construction project along Linden Drive, Aspen Drive and Hawthorn Drive. SCOPE OF SERVICES – ALT. 2 (RURAL RECONSTRUCT – WITH SIDEWALK ALONG EAST SIDE) 1. Same scope of services as Alt. 1, except for the following modifications: a. Add sidewalk along the east side of Eagle Drive. b. Add a two-parcel r/w plat for any required land acquisition (permanent r/w or easements) from the Piggly Wiggly and Ace Hardware properties. SCOPE OF SERVICES – ALT. 3 (URBAN RECONSTRUCT) 1. Same scope of services as Alt. 1, except for the following modifications: a. Scope is based on an urban section with curb and gutter, storm sewer, and sidewalk along the east side of the road. b. Stormwater management planning/design for the Eagle Drive corridor, in order to comply with any applicable post-construction performance standards (either WDNR or Village of Jackson standards). The scope of the project assumes the post-construction performance standards will be accomplished through catch basins, grass swales, or biofilters within the limits of the project corridor. Design of an offsite detention pond is not included in the scope. c. Prepare a two-parcel r/w plat for any required land acquisition (permanent r/w or easements) from the Piggly Wiggly and Ace Hardware properties. d. Water main design/plans scope is limited to offsets required for storm sewer conflicts, removal and replacement of existing curb stop boxes, and adjustment of water valve boxes. Page 52 of 59 -3- COMPENSATION ENGINEER will be compensated by the OWNER for work outlined in the Scope of Services a lump sum amount for the selected alternative as follows: Alt. 1: Rural reconstruct – no sidewalk = $78,175 (includes $17,871 sublet to KL Engineering) Alt. 2: Rural reconstruct – with sidewalk = $93,990 (includes $17,871 sublet to KL Engineering) Alt. 3: Urban reconstruct = $108,375 (include $17,871 sublet to KL Engineering) Contract Amendment No. 2 increases the lump sum fee for the project from $193,450 (Original w/ Amendment No. 1) to the following (based on the selected alternative): Alt. 1: Rural reconstruct – no sidewalk = $271,625 Alt. 2: Rural reconstruct – with sidewalk = $287,440 Alt. 3: Urban reconstruct = $301,825 AUTHORIZATION AND TIMING A receipt of a signed copy of the CONTRACT AMENDMENT shall be considered as authorization to proceed with the services described. For the ENGINEER Accepted by the OWNER __________________________________ ___________________________________ Jeff Chvosta, Vice President Jack Straehler Gremmer & Associates, Inc. Director of Public Works ___6/18/25_____________________ ___________________________________ Date Date Page 53 of 59 Page 54 of 59 1 Public Works Report May 22, 2025 Treatment Plant - Designed Capacity – 1.69 million gallons per day Peak Flow Capacity – 6.0 million gallons per day Year 2023 January Avg. Flow 1.247 MGD Min. Flow 1.010 MGD Max. 1.560 MGD February Avg. Flow 1.351 MGD Min. Flow 950,000 g.p.d. Max. 3.130 MGD March Avg. Flow 1.762 MGD Min. Flow 1.250 MGD Max. 2.560 MGD April Avg. Flow 1.594 MGD Min. Flow 980,000 g.p.d. Max. 3.290 MGD May Avg. Flow 1.094 MGD Min. Flow 780,000 g.p.d. Max. 1.520 MGD June Avg. Flow 875,333 g.p.d. Min. Flow 750,000 g.p.d. Max. 1.050 MGD July Avg. Flow 841,935 g.p.d. Min. Flow 680,000 g.p.d. Max. 1.050 MGD August Avg. Flow 1.022 MGD Min. Flow 710,000 g.p.d. Max. 2.070 MGD September Avg. Flow 968,667 g.p.d. Min. Flow 740,000 g.p.d. Max. 1.270 MGD October Avg. Flow 1.154 MGD Min. Flow 770,000 g.p.d. Max. 1.900 MGD November Avg. Flow 1.080 MGD Min. Flow 870,000 g.p.d. Max. 1.720 MGD December Avg. Flow 1.146 MGD Min. Flow 850,000 g.p.d. Max. 1.440 MGD Year 2024 January Avg. Flow 1.337 MGD Min. Flow 980,000 g.p.d. Max. 2.260 MGD February Avg. Flow 1.440 MGD Min. Flow 1.090 MGD Max. 2.250 MGD March Avg. Flow 1.502 MGD Min. Flow 950,000 g.p.d. Max. 2.590 MGD April Avg. Flow 1.427 MGD Min. Flow 980,000 g.p.d. Max. 3.220 MGD May Avg. Flow 1.325 MGD Min. Flow 980,000 g.p.d. Max. 1.990 MGD June Avg. Flow 1.544 MGD Min. Flow 980,000 g.p.d. Max. 2.500 MGD July Avg. Flow 1.146 MGD Min. Flow 850,000 g.p.d. Max. 1.560 MGD August Avg. Flow 1.027 MGD Min. Flow 760,000 g.p.d. Max. 1.550 MGD September Avg. Flow 884,333 g.p.d. Min. Flow 700,000 g.p.d. Max. 1.400 MGD October Avg. Flow 795,484 g.p.d. Min. Flow 670,000 g.p.d. Max. 0.990 MGD November Avg. Flow 997,000 g.p.d. Min. Flow 720,000 g.p.d. Max. 1.610 MGD December Avg. Flow 935,806 g.p.d. Min. Flow 730,000 g.p.d. Max. 1.460 MGD Year 2025 January Avg. Flow 880,645 g.p.d. Min. Flow 750,000 g.p.d. Max. 1.160 MGD February Avg. Flow 890,714 g.p.d. Min. Flow 730,000 g.p.d. Max. 1.030 MGD March Avg. Flow 1.356 MGD Min. Flow 840,000 g.p.d. Max 2.300 MGD April Avg. Flow 1.443 MGD Min Flow 1.05 MGD Max 3.53 MGD May Avg. Flow 1.279 MGD Min Flow 880,000 g.p.d. Max 2.53 MGD Page 55 of 59 2 Years Summary of 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 Year 2023 Jan. Avg. 544,810 g.p.d. Highest Day 716,000 gals. Total 16,889,000 gallons Feb. Avg. 576,070 g.p.d. Highest Day 762,000 gals. Total 16,130,000 gallons March Avg. 532,060 g.p.d. Highest Day 713,000 gals. Total 16,494,000 gallons April Avg. 597,230 g.p.d. Highest Day 869,000 gals. Total 17,917,000 gallons May Avg. 651,650 g.p.d. Highest Day 1.243 MGD Total 20,201,000 gallons June Avg. 850,070 g.p.d. Highest Day 1.018 MGD Total 24,152,000 gallons July Avg. 793,870 g.p.d. Highest Day 944,000 gals. Total 24,610,000 gallons August Avg. 737,060 g.p.d. Highest Day 1.019 MGD Total 22,849,000 gallons Sept Avg. 616,330 g.p.d. Highest Day 790,000 gals. Total 18,490,000 gallons Oct Avg. 611,900 g.p.d. Highest Day 986,000 gals. Total 18,969,000 gallons Nov Avg. 531,570 g.p.d. Highest Day 728,000 gals. Total 15,947,000 gallons Dec Avg. 549,970 g.p.d. Highest Day 770,000 gals. Total 17,049,000 gallons Pump Capacity Well #1- 400 g.p.m. Well #3 -900 g.p.m. Well #4 - 1200 g.p.m. Well #5 – 1,100 g.p.m. Well #6 – 800 g.p.m. Year 2024 Jan. Avg. 564,060 g.p.d. Highest Day 733,000 gals. Total 17,486,000 gallons Feb. Avg. 554,550 g.p.d. Highest Day 711,000 gals. Total 16,082,000 gallons March Avg. 541,840 g.p.d. Highest Day 731,000 gals. Total 16,797,000 gallons April Avg. 609,130 g.p.d. Highest Day 903,000 gals. Total 18,274,000 gallons May Avg. 609,870 g.p.d. Highest Day 762,000 gals. Total 18,906,000 gallons June Avg. 661,830 g.p.d. Highest Day 817,000 gals. Total 19,855,000 gallons July Avg. 731,480 g.p.d. Highest Day 988,000 gals. Total 22,676,000 gallons August Avg. 693,740 g.p.d. Highest Day 881,000 gals. Total 21,506,000 gallons Sept A vg. 739,570 g.p.d. Highest Day 972,000 gals. Total 22,187,000 gallons Oct Avg. 722,810 g.p.d. Highest Day 1.021 MGD Total 22,407,000 gallons Nov Avg. 565,450 g.p.d. Highest Day 816,000 gals. Total 17,529,000 gallons Dec Avg. 627,420 g.p.d. Highest Day 889,000 gals. Total 19,450,000 gallons Year 2025 Jan. Avg. 607,970 g.p.d. Highest Day 781,000 gals. Total 18,847,000 gallons Feb. Avg. 682,680 g.p.d. Highest Day 820,000 gals. Total 19,115,000 gallons Mar. Avg. 683,900 g.p.d. Highest Day 769,000 gals. Total 21,201,000 gallons April Avg. 707,070 g.p.d Highest Day 1,122,000 gals. Total 21,212,000 gallons May Avg. 716,450 g.p.d Highest Day 917,000 gals. Total 22,210.000 gallons Page 56 of 59 3 WWTP – Holding & Septage Receiving 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 2023 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,232,950 1,000 2,800 72,460 $11,841.10 February 1,299,600 1,000 27,000 $ 11,121.30 March 849,250 18,800 62,550 $ 9,203.75 April Primary Clarifiers were receiving new diffusers. May 1,011,750 44,350 121,650 $13,131.00 June 1,089,100 44,100 148,950 $14,421.05 July 928,350 3,500 6,000 110,500 $12,546.00 August 1,212,400 8,000 121,800 $15,649.00 September 1,083,000 10,400 100,350 $13,962.75 October 1,148,850 8,200 280,750 $18,999.25 November 1,020,400 16,500 302,800 $18,764.00 December 1,262,300 2,000 198,000 $17,693.00 2024 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,240,050 500 62,900 $14,003.00 February 1, 236,550 2,300 63,100 $14,081.00 March 1,139,150 4,500 141,500 $15,200.25 April 1,135,752 3,600 225,950 $17,972.27 May 982,150 14,800 274,550 $17,573.25 June 734,178 2,000 175,950 $11,860.53 July 1,374,900 11,300 285,450 $21,563.25 August 1,362,350 15,800 272,200 $21,376.50 September 990,600 1,000 237,550 $15,904.75 October 1,044,550 6,400 228,650 $16,545.75 November 987,500 5,800 195,350 $15,106.75 December 960,550 2,750 107,300 $12,453.00 2025 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,008,400 1,500 40,650 $11,190.25 February 905,450 1,400 41,250 $10,169.75 March 1,237,500 3,100 72,450 $14,372.25 April 1,113,750 3,200 168,650 $15,545.75 May 1,174,850 17,900 194,850 $17,693.75 Page 57 of 59 4 Morning Meadows Subdivision Phase 1 - Street trees were installed per the developer’s agreement. Phase 2 - Street trees were installed per the developer’s agreement. 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 - Yield signs at the intersection of Primrose Court and Fenceline Drive as well as Jasmine Court and Fenceline Drive Were installed. The streetlights have not yet been installed. Stormwater Ponds Management Inspection Program Unfortunately, I am still waiting for the completion of the report. I have reached out to our contracted consultant and have been promised a draft copy is coming soon, but I still have not seen it. After reviewing the reports, the reports will be distributed to pond owners along with the invoices. Coming soon! 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 major updates. We Energies predesign meeting was held, gas and electric facilities are planned to be installed in November, with an earliest occupancy date targeting summer 2026. On- site preconstruction meeting will be scheduled soon. The civil plans have been reviewed, a developer agreement has been drafted, and the final plat was approved by the Village Board at the June 10 th meeting. Next Generation Housing All Village owned underground utilities for Addition #1 have been installed. Water main pressure and bacteria tests have passed and is now active. The road is being graded and prepared to be paved soon. Sidewalk replacement quantities have been recorded by Hillcrest Builders, Harbor Homes, and the Village. Hillcrest Builders has proposed adding storm sewer behind Lots 41 and 42 with sump pump lateral connections instead of connecting off Ridgeway Drive. The request has been denied, and they have been informed they will need to connect to the storm sewer in Ridgeway Drive. Hickory Lane Reconstruction Project We Energies gas relocation is completed. Spectrum is still in the process of relocating their cables, with a projected completion date of June 20 th. Vinton will be staging materials and equipment between June 18th and June 20th. Scheduled work will start on June 23rd beginning with storm sewer. They have asked for an extension on the final completion date due to the unexpected delay. W e are still waiting for an updated schedule. All preliminary assessment letters were drafted and mailed to residents on June 2 nd. Cedar Run Park – Dog Park Project The bid documents are scheduled to be released on June 20 th with the opening of the bids scheduled for July 2nd. At that time, we hope to have a recommendation for approval with the Park and Rec and Village board. Upon approval we anticipate beginning construction shortly thereafter. We’re excited to see this project move forward and will continue to provide updates as we hit key milestones. Ridgeway Drive and Chestnut Court Reconstruction Project Work is being completed, a one-week extension has been requested due to unexpected delays regarding existing conditions (watermain location interfering with sanitary) . Sanitary main is now completed. Crews will be working on completing the remaining 600’ of water main to Willow Ridge Drive. M&E construction has begun pipe bursting and is completing 2 laterals per day. Homeowners have been very responsive and cooperative. Page 58 of 59 5 WWTP 2024 Tertiary Filters and UV Disinfection The project is wrapping up ahead of schedule and currently projected to come in approximately $500,000.00 under budget. Final completion is expected to occur in July. Cedar Creek Townhomes A new housing development behind Tennies Hardware is underway. Water Main has been installed, filled and received a safe water sample. Waiting for the pressure test. Sanitary main and laterals have been installed and waiting on testing along with televising of the sanitary sewer main. (No change since last update) Respectfully submitted, Jack Straehler, Director of Public Works Page 59 of 59