Board of Public Works — Agenda Packet

May 26, 2026 Village of Jackson - Board of Public Works Meeting Agenda VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING AGENDA Tuesday, May 26, 2026 at 6:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Citizens/Village Staff to address the Board of Public Works (Please sign in with the Clerk prior to speaking. Please note this is a business meeting, not a public hearing. People wishing to speak on an item on the agenda should present their comments under this agenda item. Each commenter will be limited to a total of 2 minutes.) 3. Approval of Minutes of the Board of Public Works Meeting of March 31, 2026 4. 2026 Special Assessment Update - Pinehurst Subdivision Developers Agreement Amendment #1 5. ATV/UTV Ordinance Review – Hours of Operation 6. Ordinance #26-06 - Amending Chapter 8 of Village Code, Regarding Sec. 8-167 – Cross Connection Control 7. Resolution #26-23 - Adopting the 2025 Compliance Maintenance Annual Report for the Jackson Wastewater Treatment Facility 8. Letter of Credit Reduction – Maple Fields Subdivision Phase 3 – Neumann Development Inc. in the amount of $707,841.10 9. Proposal Review - Fiber to Public Parks, Municipal Wells, and Municipal Lift Station - Midwest Fiber Network in the Amount of $133,850.00 10. Proposal Review - Jackson Park Security Cameras - Pros4 Technology in the Amount of $19,341.28 11. Proposal Review - Hickory Lane Park Security Cameras - Pros4 Technology in the Amount of $12,800.87 12. Director of Public Works Report 13. 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 138 March 31, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 1 of 3 VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING Tuesday, March 31, 2026 at 6:00 PM Minutes 1. Call to Order and Roll Call The meeting was called to order at 6:00 PM by President Heckendorf. Members Present: President Brian Heckendorf, Trustee Tim Engelhardt, Trustee John Kruepke, Stephanie Egner, Ryan Ganshow, and Josh Sandleback arrived at 6:13PM Members Excused: Jeff Mitchell Members Absent: None Staff Present: Administrator Jen Heidtke, Public Works Director Jack Straehler, and Interim Clerk Pamela Wolf 2. Approval of Minutes of the Board of Public Works Meeting of February 24, 2026 The motion to approve Minutes for the Board of Public Works Meeting of February 24, 2026, was made by Tr. Engelhardt and seconded by S. Egner. Vote: 5 ayes, 0 nays. Motion carried. 3. Pay Request #2 - Final - 2025 Oaks of Jackson Surface Coarse - Spruce Street and Ridgeway Drive - Stark Pavement Corporation in the amount of $5,329.19 The motion to Recommend the Budget and Finance Committee and Village Board approve Pay Request #2 for the 2025 Oaks of Jackson Surface Coarse project on Spruce Street and Ridgeway Drive to Stark Pavement Corporation in the amount of $5,329.19 was made by Tr. Engelhardt and seconded by R. Ganshow. Vote: 5 ayes, 0 nays. Motion carried. 4. Review Design and Engineering Services Proposal - KL Engineering - 2026 Streetlight Improvement Project - Ridgeway Drive, Chestnut Court, and Hickory Lane The motion to recommend the Budget and Finance and Village Board approve the Engineering Services Proposal from KL Engineering in an amount not to exceed $39,186.00 was made by Tr. Kruepke and seconded by Tr. Engelhardt. Vote: 5 ayes, 0 nays. Motion carried. 5. Review of 2025 Jackson Water Utility - Consumer Confidence Report (CCR) The motion to recommend the Village Board approve the 2025 Consumer Confidence Report and authorize staff to publish the report on the Village website and in the local newspaper as required by the Wisconsin Department of Natural Resources was made by Tr. Engelhardt and seconded by R. Ganshow. rf.rf. ngelhardt, Trustee John ngelhardt, Tru eback arrived at 6:13PMback arrived at 6:1 orks Director Jack Straehler, and Interiorks Director Jack Straehler, and Int ic Works Meeting of February 24, 202ks Meeting of F he Board of Public Works Meeting of Fhe Board of Public Work t and seconded by S. Egner.and seconded by S. Egner. n carried. al - 2025 Oaks of Jackson Surface Coarl - 2025 Oaks of Jackson Surface Coar ment Corporation in the amount of $5,3ment Corporation in the amo o Recommend the Budget and Finance Co Recommend the Budget and Fina st #2 for the 2025 Oaks of Jackson Surft #2 for the 2025 Oaks of Jackson Su ay Drive to Stark Pavement Corporatiorive to Stark Pavement Corporatio lhardt and seconded by R. Ganshow. seconded by R. Ganshow. Vote: 5 ayes, 0 nays. Motion carried.Vote: 5 ayes, 0 nays. Motion DR .. Review Design and Engineeringand Engineering Improvement Project - RidgeImprovement Project - The motion to recommeThe motion to recomm ngineering Servicesngineering Services made by Tr. Kmade by Tr. K eses Page 2 of 138 March 31, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 2 of 3 Director Straehler responded to the members that all items were within range, no follow-up or corrections will be needed. Vote: 5 ayes, 0 nays. Motion carried. 6. Review of Bids - 2026 Wastewater Treatment Plant Aeration Basin Upgrades The motion to recommend the Budget and Finance and Village Board reject bids and have included with the 2027 service building upgrades project was made by R.Ganshow and seconded by Tr. Engelhardt. Members asked whether rebidding the project might result in more favorable pricing. Director Straehler responded that combining this project with additional work could attract more bidders and help reduce overall costs. Vote: 5 ayes, 0 nays. Motion carried. 7. Review of Bids - 2026 Street Improvements - Eagle Drive North Segment The motion to recommend the Budget and Finance Committee and Village Board approve the bid from Stark Pavement Corporation in the amount of $54,527.30 was made by Pres. Heckendorf and seconded by Tr. Kruepke. Vote: 5 ayes, 0 nays. Motion carried. 8. Resolution #26-12 Preliminary Resolution Declaring Intent to Exercise Special Assessment Police Powers, Under Section 66.0703 of Wisconsin Statutes - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive The motion to recommend the Budget and Finance Committee and Village Board approve Resolution #26-12 was made by Pres. Heckendorf and seconded by Tr. Kruepke. Director Straehler advised preliminary assessment letters will be mailed to the benefiting property owners following the April 14 Village Board meeting. Vote: 5 ayes, 0 nays. Motion carried. 9. Resolution #26-13 Accepting Sanitary Sewer and Water for The Oaks of Jackson The motion to recommend the Village Board approve Resolution # 26-13 was made by Tr. Engelhardt and seconded by S. Egner. Vote: 5 ayes, 0 nays. Motion carried. 10. Resolution #26-14 Accepting Sanitary Sewer and Water for The Cedar Creek Townhomes The motion to recommend the Village Board approve Resolution # 26-14 was made by R. Ganshow and seconded by Tr. Engelhardt. Vote: 5 ayes, 0 nays. Motion carried. DRAFT ect bect b y R.Ganshoy R.Gan more favorable pricing. more favorable with additional work could attract with additional work co s - Eagle Drive North Segmentagle Drive North S and Finance Committee and Village BCommitte ration in the amount of $54,527.30 wasration in the amount of $54 Kruepke. Kruepke. on carried. reliminary Resolution Declaring Intentreliminary Resolution Decla nder Section 66.0703 of Wisconsin Statnder Section 66.0703 of Wisc and Linden Driveand Linden Drive on to recommend the Budget and Finanto recommend the Budget and Finan tion #26-12 was made by Pres. Hecken6-12 was made by Pres. Hecken Director Straehler advised preliminary aDirector Straehler advised property owners following the April property owners following the Vote: 5 ayes, 0 nays. Motion canays. Motion ca DR Resolution #26-13 AccepResolution #26-13 Ac e motion to recome motion to recom hardt and sehardt and se Page 3 of 138 March 31, 2026 Village of Jackson - Board of Public Works Meeting Minutes Page 3 of 3 11. Ordinance #26-01 - Amending Chapter 42, Section 86 of the Village Code – Limited Parking in Certain Areas The motion to recommend the Village Board approve Ordinance # 26-01 was made by Pres. Heckendorf and seconded by Tr. Kruepke. Vote: 5 ayes, 0 nays. Motion carried. 12. Director of Public Works Report Director Straehler updated members on the Midwest Fiber Project, with lots of positive feed back from residents, mostly calls inquiring as to when the service will be available, few regarding repairs of lawns. Cameras for the parks were reviewedby the Village's Contractor. Vinton Construction is expected to start road construction early spring, and water tower painting project will commence in May or June. The motion to put the March 2026 Director of Public Works Report on file was made by Tr. Engelhardt and seconded by S. Egner. Vote: 6 ayes, 0 nays. Motion carried. 13. Citizens/Village Staff to address the Board of Public Works Director Straehler thanked Tr. Kruepke for his years of service on the Village Board and other committees and commissions. Administrator Heidtke congratulated Director Straehler on his one-year anniversary with the Village. 14. Adjourn The motion to adjourn the meeting was made by Tr. Kruepke and seconded by Tr. Engelhardt. Vote: 6 ayes, 0 nays. Motion carried. The meeting adjourned at 6:17 PM. Respectfully Submitted, Pamela Wolf Interim Clerk Village of Jackson with lots of posit with lo ce will be available, fewce will be av ewedby the Village's Contracewedby the Villa early spring, and water tower early spring, and water blic Works Report on file was made byblic Works Report on file was made by he Board of Public Workse Board of Public Works r. Kruepke for his years of service on thpke for his years of service on th missions. congratulated Director Straehler on his Director Straehler on his on to adjourn the meeting was made byto adjourn the meeting was made by hardt. Vote: 6 ayes, 0 nays. Motion carried. TVote: 6 ayes, 0 nays. Motio Respectfully Submitted,Respectfully Submitt Pamela WolfPamela rim Clerkrim Clerk e of Jackse of Jacks Page 4 of 138 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: 2026 Special Assessment Update – Pinehurst Subdivision Developers Agreement Amendment #1 Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board that staff were asked to consider amending the Village special assessment letters distributed to homeowners in May 2026 regarding the upcoming street reconstruction projects within the Pinehurst Subdivision, including Aspen, Linden, and Hawthorn Drive. Staff has received and reviewed documentation, including Village Board meeting minutes and an amended Developer’s Agreement, indicating that the original homeowners located at the end of each cul-de-sac’s totaling six (6) properties previously deposited $4,200 each to the Village to cover the future cost of extending curb, gutter, and sidewalk improvements associated with the planned extension of Aspen, Linden, and Hawthorn Drive. Since the streets can no longer be extended due to the construction and development of the Oaks of Jackson Subdivision, staff recommend honoring the previously deposited funds. Specifically, staff recommends that the sidewalk portion of each of the six (6) affected property owners’ assessments be reduced accordingly, totaling approximately $13,786.80, as the Village has already elected to assume the cost of curb and gutter improvements. It is further staff’s opinion that all homeowners should remain responsible for the storm sewer lateral portion of the assessment. Please let me know if you have any questions. JS Recommendation: The Board may consider one of the following recommended options: Option 1: Board of Public Works recommends staff leave special assessments as distributed to all benefitting property owners. Option 2: Board of Public Works recommends staff prepare a revised special assessment letter removing the cost of concrete sidewalk to the (6) benefiting property owners. Page 5 of 138 Page 6 of 138 Page 7 of 138 Page 8 of 138 Page 9 of 138 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: ATV/UTV Ordinance Review – Hours of Operation Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board that Staff were asked to consider amending the Village’s ATV/UTV ordinance to remove the current prohibition on operation between the hours of 10:00PM and 6:00AM. As part of the review process, Police Chief Vossekuil surveyed surrounding and comparable communities regarding ATV/UTV operational hour restrictions. The survey found that only one Washington County community currently imposes a restriction on hours of operation. All other surveyed communities do not restrict ATV/UTV use based on time of day. After internal discussion, staff remains neutral on the issue for the following reasons: Potential Benefit of Amending the Ordinance: • Amending the ordinance could provide a benefit to residents who use recreational vehicles for early morning hunting and related outdoor recreational activities, provided the community supports such a change. Potential Benefit of Maintaining the Current Ordinance: • Retaining the existing restriction reduces the likelihood of nuisance complaints related to ATV/UTV noise and activity during overnight and early morning hours between 10:00 PM and 6:00 AM. JS Recommendation: The Board may consider one of the following recommended options: Option 1: Board of Public Works recommends staff leave the ordinance as currently written. Option 2: Board of Public Works recommends staff prepare an ordinance amendment removing the restriction on ATV/UTV operation between 10:00 PM and 6:00 AM. Page 10 of 138 Page 11 of 138 Page 12 of 138 Page 13 of 138 Page 14 of 138 Page 15 of 138 Page 16 of 138 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; Village Board From: Jack Straehler, Director of Public Works Subject: Ordinance #26-06 - Amending Chapter 8 of Village Code, Regarding Sec. 8-167 – Cross Connection Control Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is intended to inform and remind the Board that the Village recently entered into an agreement with HydroCorp related to commercial cross connection inspections and compliance requirements. As part of implementing the Cross Connection Control Plan, it was necessary to adopt an ordinance amendment to ensure the Village had the appropriate enforcement authority and regulatory framework to administer and enforce the program requirements. The draft ordinance amendment and Cross Connection Control Plan are attached and are intended to support compliance, inspections, and enforcement obligations under the agreement and applicable regulatory standards. Let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Village Board approve O rdinance #26-06 Amending Chapter 8 of Village Code Regarding Sec. 8-167 - Cross Connection Control. Page 17 of 138 Ordinance #26-06 Page 1 of 4 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORDINANCE #26-06 AMENDING CHAPTER 8 OF THE VILLAGE CODE REGARDING SEC. 8-167 – CROSS CONNECTION CONTROL THE VILLAGE BOARD OF THE VILLAGE OF JACKSON, WASHINGTON COUNTY, WISCONSIN, does hereby ordain the following changes to the Village Code: SECTION I. Chapter 8 Section 167 of the Village Code of the Village of Jackson is hereby recreated to read as follows: Sec. 8-167. Cross connection control.    WHEREAS, Chapters NR 810, Section NR 810.15, Chapter 811, Sections NR 811.06, NR 811.07, NR 811.68, SPS 382, Wisconsin Administrative Code and Department of Safety and Professional Services 305, 381-384, require protection for the public water system from contamination due to backflow of contaminants through the water service connection; and WHEREAS the Wisconsin Department of Natural Resources requires the development and implementation of a comprehensive cross connection control program to effectively prevent the contamination of potable water systems;  (a) A cross connection shall be defined as any physical connection or arrangement between two otherwise separate systems, one of which contains potable water from the village water system, and the other, water from a private source, water of unknown or questionable safety, or steam, gases, or chemicals whereby there may be a flow depending on the pressure differential between the two systems.   (b) No person shall establish or permit to be established or maintain or permit to be  maintained any cross connection. No interconnection shall be established whereby potable water from a private, auxiliary or emergency water supply other than the regular village public water supply may enter the village water supply or distribution system, unless such private, auxiliary or emergency water supply and the method of incorporation into the village supply or distribution systems is approved by the water utility and the state department of natural resources in accordance with Wis. Admin. Code § NR 811.09.  (c) It shall be the duty of the utility department to cause inspections to be made of all properties served by the public water system where cross connections with the public Page 18 of 138 Ordinance #26-06 Page 2 of 4 water system is deemed possible. The frequency of inspections and re-inspections will be based on potential health hazards involved by the state department of natural resources.   (d) Upon presentation of credentials, the representative of the utility department shall have the right to request entry at any reasonable time to examine any property served by a connection to the public water system of the village for cross connections. If entry is refused, such representative shall obtain a special inspection warrant under Wis. Stats. § 66.0119. On request, the owner, lessee or occupant of any property so served shall furnish to the inspection agency any pertinent information regarding t he piping system or systems on such property.   (e) The village water utility is hereby authorized and directed to discontinue water service to any property wherein any connection in violation of this Code exists, and to take such other precautionary measures deemed necessary to eliminate any danger of contamination of the public water system. Water service shall be discontinued only after reasonable notice and opportunity for hearing under Wis. Stats. ch. 68, except as provided in chapter 44. Water service to such property shall not be restored until the cross connections has been eliminated in compliance with the provisions of this Code.   (f) If it is determined by the village water utility that a cross connection or an emergency endangers public health, safety or welfare and requires immediate action, and a written finding to that effect is filed with the clerk of the village and delivered to the customer's premises, service may be immediately discontinued. The customer shall have an opportunity for hearing under Wis. Stats. ch. 68, within ten days of such emergency discontinuance.   (Prior Code, § 11.08; Ord. No. 96-09)  Sec. 8-168. Private well abandonment.  (a) Coverage. All private wells, including geothermal wells, located on any premises, which are served by the public water system of the village, shall be properly filled by such time and in such manner as set forth by resolution. Only those wells for which a well operation permit has been granted by the village engineer may be exempted from this requirement, subject to conditions of maintenance and operation.   (b) Well operation permits. Application shall be made on forms provided by the village engineer. A permit may be granted to a well-owner to operate a well for a period of three years if the following requirements are met:   (1) The well has passed an installation that meets the requirements of Wis. Admin. Code ch. NR 812, and a well constructor's report is on file with the department of natural resources (DNR), or certification of the acceptability of the well has been granted by the private water supply section of the department of natural resources.   Page 19 of 138 Ordinance #26-06 Page 3 of 4 (2) The well has passed an inspection by a DNR licensed well inspector and DNR form 3300-221, the state well and pressure system inspection form, is on file with the village engineer. The inspection form on file shall be no greater than ten years old.   (3) The well has a history of producing safe water and presently produces bacteriological safe water as evidenced by a sample submitted to a state certified laboratory for microbial analysis.   (4) No physical connection exists between the piping of the public water system and the private well.   (5) The proposed use of the well can be justified as being necessary in addition to water provided by the public water system.   (c) Methods. Wells to be abandoned shall be filled according to the procedures outlined in Wis. Admin. Code ch. NR 812. The pump and piping must be removed and the well checked out, by the village water utility department, for obstructions and cross connections prior to plugging. Any obstruction or liner must be removed. An abandonment permit must be obtained from the office of the village engineer prior to the beginning of work.   (d) Reports and inspection. A well abandonment report must be submitted by the well owner to the department of natural resources on forms provided by that agency (available at the office of the village engineer). The report shall be submitted immediately upon completion of the filling of the well. The filling must be observed by a representative of this municipality.   (Prior Code, § 11.09; Ord. No. 96-09; Ord. No. 01-04; Ord. No. 09-10; Ord. No. 10- 03)  SECTION II. This Ordinance shall take effect from and after its passage and posting. Introduced by: Seconded by: Vote: aye nay Passed and Approved: VILLAGE OF JACKSON By: Brian J. Heckendorf, Village President Attest: Pamela Wolf, Interim Village Clerk Page 20 of 138 Ordinance #26-06 Page 4 of 4 Proof of Posting: I, the undersigned, certify that I posted copies of this Ordinance on bulletin boards at the Village Hall, Post Office and one other location in the Village. Dated: Village Official: _____________ Page 21 of 138 Village of Jackson │ 1 Prepared for: Village of Jackson – Municipal Complex N168W19851 Main St. Jackson, WI 53037 CROSS CONNECTION CONTROL PLAN For Village of Jackson, WI Prepared by: 5700 Crooks Road, Suite 100 Troy, MI 48098 844-493-7641 04/28/2026 Page 22 of 138 Village of Jackson │ 2 TABLE OF CONTENTS 1. INTRODUCTION ...........................................................................................................................4 1.1. Purpose ............................................................................................................................. 4 1.2. Legality .............................................................................................................................. 4 2. ORDINANCE – Cross Connection Control Ordinance ......................................................................5 2.1. General Policy ................................................................................................................... 8 2.2. Purpose ............................................................................................................................. 8 The purpose of this ordinance is: .................................................................................................. 8 AUTHORITY........................................................................................................................................8 2.3. Inspector/Designated Agent .............................................................................................. 8 2.4. Responsible Party for Specific Types of Inspections and Notifications ............................ 9 2.5. Other Applicable Laws ...................................................................................................... 9 3. INSPECTIONS ............................................................................................................................. 10 3.1. Rights of Inspection ......................................................................................................... 10 3.2. Responsibility of Owner ................................................................................................... 10 3.3. Initial Inspections ............................................................................................................. 10 3.4. Inspection Notification ..................................................................................................... 10 3.5. Inspection Forms ............................................................................................................. 11 3.6. Inspection Procedures ..................................................................................................... 11 3.7. Exit Interview ................................................................................................................... 11 3.8. Inspection Compliance Notification ................................................................................. 11 3.9. Initial Inspection Non-Compliance Notification ................................................................ 12 3.10. Request for Internal Cross Connection Control Information ........................................... 12 3.11. Request Notice for Internal Cross Connection Control Information ................................ 12 3.12. Submission of Internal Cross Connection Control Information ....................................... 13 3.13. Educational Material ........................................................................................................ 13 3.14. Residential and Commercial/Industrial Brochure ........................................................... 14 4. PERIODIC MONITORING ............................................................................................................. 16 4.1. Subsequent Inspection Frequency .................................................................................. 16 4.2. Re-inspection Frequency – Determination ...................................................................... 16 4.3. Re-inspection Frequency – Criteria ................................................................................. 16 4.4. Inspection Compliance Procedure .................................................................................. 16 4.5. Inspection Non-Compliance Notification #2 .................................................................... 16 4.6. Termination of Water Service .......................................................................................... 17 4.7. Shut-Off Notification ........................................................................................................ 17 4.8. Inspection Frequency Standards Form ........................................................................... 18 5. BACKFLOW PREVENTION DEVICES .............................................................................................. 20 5.1. Responsibility .................................................................................................................. 20 5.2. Device Abbreviation List .................................................................................................. 21 5.3. Approved Backflow Prevention Devices ......................................................................... 22 5.4. Cross Connection Control Device Performance Test Form ............................................ 23 5.5. Cross Connection Control Assembly Removal Notice .................................................... 24 6. NEW SERVICE INSPECTIONS ........................................................................................................ 25 6.1. Procedures ...................................................................................................................... 25 Page 23 of 138 Village of Jackson │ 3 6.2. Inspections ...................................................................................................................... 25 6.3. Compliance ...................................................................................................................... 25 6.4. Non-Compliance .............................................................................................................. 25 6.5. Bulk Water Sales ............................................................................................................. 25 6.6. Bulk Water Stations ......................................................................................................... 25 7. SAMPLE NOTICES ....................................................................................................................... 26 7.1. Non-Residential Inspection Notice (Initial Notice) ........................................................... 26 7.2. NonCompliance1and2Notice ........................................................................................... 27 7.3. Non Compliance Disconnection Notice ........................................................................... 29 7.4. Compliance Tags............................................................................................................. 30 8. REGULATIONS ............................................................................................................................ 31 8.1. Wisconsin Administrative Code NR 810, NR 811 ........................................................... 31 8.2. State of Wisconsin Department of SPS Cross Connection Control Manual ................... 31 8.3. Wisconsin Administrative Code: Chapter DSPS. 305 Licenses, Certifications and Registrations .................................................................................................................... 31 8.4. Wisconsin Administrative Code: Chapter DSPS. 332 Public Safety and Health ............ 31 8.5. Wisconsin Administrative Code: Chapter DSPS. 381 Definitions and Standards .......... 31 8.6. Wisconsin Administrative Code: Chapter DSPS. 382 Design, Construction, Installation, Supervision, Maintenance, and Inspection of Plumbing ................................................. 31 8.7. Wisconsin Administrative Code: Chapter DSPS. 382 Appendix – (partial) .................... 31 8.8. Wisconsin Administrative Code: Chapter DSPS. 384 Plumbing Products ..................... 31 8.9. Wisconsin Administrative Code: Chapter DSPS. 384 Appendix ..................................... 31 8.10. Wisconsin Administrative Code: Chapter 145 Plumbing and Fire Protection Systems and Swimming Pool Plan Review ........................................................................................... 31 8.11. United States Environmental Protection Agency Cross Connection Control Manual ..... 31 Page 24 of 138 Village of Jackson │ 4 1. INTRODUCTION 1.1. Purpose The purpose of this document is to outline the Village of Jackson’s Cross Connection Control policies for all commercial, industrial, public authority, and residential facilities, and is summarized as follows: • Protect the public water supply from contaminants and pollutants that could backflow through the customer service connection • Promote the elimination of actual and/or potential cross connections between the public potable water supply from any fixtures or systems containing water or other substances of unknown or questionable quality • Provide for guidance for an ongoing comprehensive Cross Connection Control Program 1.2. Legality In accordance with the State of Wisconsin Department of Natural Resources (DNR), the Village of Jackson proclaims this program as a continuing effort to maintain clean, safe potable water. By reference to the Wisconsin Administrative Code Department of Natural Resources Environmental Protection Water Supply Chapter NR 810, Section NR 810.15, Chapter NR 811, Sections NR 811.06, NR 811.07 , NR 811.68, and Department of Safety and Professional Services 305, 381-384, we hereby establish the Village of Jackson’s Cross Connection Control Program. This program was adopted by the hereby above described governing body on 10/1/2023. Page 25 of 138 Village of Jackson │ 5 2. ORDINANCE – Cross Connection Control Ordinance STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORDINANCE #26-06 AMENDING CHAPTER 8 OF THE VILLAGE CODE REGARDING SEC. 8-167 – CROSS CONNECTION CONTROL THE VILLAGE BOARD OF THE VILLAGE OF JACKSON, WASHINGTON COUNTY, WISCONSIN, does hereby ordain the following changes to the Village Code: SECTION I. Chapter 8 Section 167 of the Village Code of the Village of Jackson is hereby recreated to read as follows: Sec. 8-167. Cross connection control. WHEREAS, Chapters NR 810, Section NR 810.15, Chapter 811, Sections NR 811.06, NR 811.07, NR 811.68, SPS 382, Wisconsin Administrative Code and Department of Safety and Professional Services 305, 381 -384, require protection for the public water system from contamination due to backflow of contaminants through the water service connection; and WHEREAS the Wisconsin Department of Natural Resources requires the development and implementation of a comprehensive cross connection control program to effectively prevent the contamination of potable water systems; (a) A cross connection shall be defined as any physical connection or arrangement between two otherwise separate systems, one of which contains potable water from the village water system, and the other, water from a private source, water of unknown or questionable safety, or steam, gases, or chemicals whereby there may be a flow depending on the pressure differential between the two systems. (b) No person shall establish or permit to be established or maintain or permit to be maintained any cross connection. No interconnection shall be established whereby potable water from a private, auxiliary or emergency water supply other than the regular village public water supply may enter the village water supply or distribution system, unless such private, auxiliary or emergency water supply and the method of incorporation into the village supply or distribution systems is approved by the water utility and the state department of natural resources in accordance with Wis. Admin. Code § NR 811.09. (c) It shall be the duty of the utility department to cause inspections to be made of all properties served by the public water system where cross connections with the public water system is deemed possible. The frequency of inspections and re-inspections will be based on potential health hazards involved by the state department of natural resources. (d) Upon presentation of credentials, the representative of the utility department shall have the right to request entry at any reasonable time to examine any property served by a connection to the public water system of the village for cross connections. If entry is refused, such representative shall obtain a special inspection warrant under Wis. Stats. § 66.0119. On Page 26 of 138 Village of Jackson │ 6 request, the owner, lessee or occupant of any property so served shall furnish to the inspection agency any pertinent information regarding the piping system or systems on such property. (e) The village water utility is hereby authorized and directed to discontinue water service to any property wherein any connection in violation of this Code exists, and to take such other precautionary measures deemed necessary to eliminate any danger of contamination of the public water system. Water service shall be discontinued only after reasonable notice and opportunity for hearing under Wis. Stats. ch. 68, except as provided in chapter 44. Water service to such property shall not be restored until the cross connections has been eliminated in compliance with the provisions of this Code. (f) If it is determined by the village water utility that a cross connection or an emergency endangers public health, safety or welfare and requires immediate action, and a written finding to that effect is filed with the clerk of the village and delivered to the customer's premises, service may be immediately discontinued. The customer shall have an opportunity for hearing under Wis. Stats. ch. 68, within ten days of such emergency discontinuance. (Prior Code, § 11.08; Ord. No. 96-09) Sec. 8-168. Private well abandonment. (a) Coverage. All private wells, including geothermal wells, located on any premises, which are served by the public water system of the village, shall be properly filled by such time and in such manner as set forth by resolution. Only those wells for which a well operation permit has been granted by the village engineer may be exempted from this requirement, subject to conditions of maintenance and operation. (b) Well operation permits. Application shall be made on forms provided by the village engineer. A permit may be granted to a well-owner to operate a well for a period of three years if the following requirements are met: (1) The well has passed an installation that meets the requirements of Wis. Admin. Code ch. NR 812, and a well constructor's report is on file with the department of natural resources (DNR), or certification of the acceptability of the well has been granted by the private water supply section of the department of natural resources. (2) The well has passed an inspection by a DNR licensed well inspector and DNR form 3300 - 221, the state well and pressure system inspection form, is on file with the village engineer. The inspection form on file shall be no greater than ten years old. (3) The well has a history of producing safe water and presently produces bacteriological safe water as evidenced by a sample submitted to a state certified laboratory for microbial analysis. (4) No physical connection exists between the piping of the public water system and the private well. (5) The proposed use of the well can be justified as being necessary in addition to water provided by the public water system. Page 27 of 138 Village of Jackson │ 7 (c) Methods. Wells to be abandoned shall be filled according to the procedures outlined in Wis. Admin. Code ch. NR 812. The pump and piping must be removed and the well checked out, by the village water utility department, for obstructions and cross connections prior to plugging. Any obstruction or liner must be removed. An abandonment permit mu st be obtained from the office of the village engineer prior to the beginning of work. (d) Reports and inspection. A well abandonment report must be submitted by the well owner to the department of natural resources on forms provided by that agency (available at the office of the village engineer). The report shall be submitted immediately upon completion of the fillin g of the well. The filling must be observed by a representative of this municipality. (Prior Code, § 11.09; Ord. No. 96-09; Ord. No. 01-04; Ord. No. 09-10; Ord. No. 10-03) SECTION II. This Ordinance shall take effect from and after its passage and posting. Introduced by:________________________ Seconded by:_____________________ Vote:_____ aye _____ nay Passed and Approved:_____________ VILLAGE OF JACKSON By: Brian J. Heckendorf, Village President Attest: Pamela Wolf, Interim Village Clerk Proof of Posting: I, the undersigned, certify that I posted copies of this Ordinance on bulletin boards at the Village Hall, Post Office and one other location in the Village. Dated:________________ Village Official: ________________________ Page 28 of 138 Village of Jackson │ 8 2.1. General Policy 2.2. Purpose The purpose of this ordinance is: 2.2.1 To protect the health and welfare of users of the public potable water supply of Village of Jackson from the possibility of contamination or pollution of the potable water system(s) under the direct authority of the Village of Jackson ’s Public Water Utility. 2.2.2 To promote for the control and/or elimination of existing cross connections (actual or potential) between the customer’s potable water system(s) and other environment(s) containing substance(s) which may contaminate or pollute the water supply. 2.2.3 To provide for the maintenance of a continuing Comprehensive Program of Cross Connection Control which will systematically and effectively prevent the contamination or pollution of all potable water system(s) under the direct authority of the Village of Jackson Public Water Utility. AUTHORITY The Village of Jackson shall be the Authority and Administrator of the Cross Connection Control Program. This shall include, but not be limited to: • Inspections • Requirements/Recommendations • Data Management • Public Relations • Educational materials • Notifications • Periodic Re-inspections 2.3. Inspector/Designated Agent The Village of Jackson or Designated Agent (Authority/Agent) conducting inspections on behalf of the Village of Jackson must be designated/approved by the Village of Jackson. The Authority/Agent must meet both 1) an experience component and 2) a certification/training component. Acceptable certification/training components are as follows: • Possess a certificate of completion from one of the following: o University of Wisconsin Department of Engineering Cross Connection Control Course (40 hrs.) o Wisconsin registered architect , engineer, or plumbing designer in accordance with the Wisconsin Department of Regulation and Licensing requirements in chapter A-E1 o State of Wisconsin approved Surveyor Course conducted in accordance with ASSE 5120 Page 29 of 138 Village of Jackson │ 9 o ASSE Professional Qualification Standard #5120 - Cross Connection Control Surveyor certified o Certified operator or OIC with any of the above credentials. 2.4. Responsible Party for Specific Types of Inspections and Notifications • Non-Residential Program: o Initial Inspection Notices – Agent o Initial Inspections – Agent o Non-Compliance Notices – Agent o Shut Off Notices – Village of Jackson o Compliance Inspections – Agent o Re-inspections – Agent • Residential Program: o Initial Inspection Notices - Village of Jackson o Initial Inspections – Village of Jackson o Non-Compliance Notices - Village of Jackson o Shut Off Notices – Village of Jackson o Compliance Inspections – Village of Jackson o Re-inspections – Village of Jackson 2.5. Other Applicable Laws The Authority shall conduct this Cross Connection Control Program in accordance with: • Ordinance - Sec. 8-167. Cross connection control. • Local District/County Health Department Standards relating to cross connection control • The following chapters of the Wisconsin Administrative Code: o DSPS. 305 Licenses, Certification and Registrations o DSPS. 332 Public Employee Safety and Health o DSPS. 381 Definitions and Standards o DSPS. 382 Design, Construction, Installation, Supervision, Maintenance, and Inspection of Plumbing o DSPS 382 Appendix  DSPS. 384 Plumbing Products  DSPS. 384 Appendix  DSPS. 3145 Plumbing and Fire Protection Systems and Swimming Pool Plan Review • Any other applicable laws affecting public health protection through cross connection control Page 30 of 138 Village of Jackson │ 10 3. INSPECTIONS 3.1. Rights of Inspection Authorized employees/contractors, having proper identification, shall be permitted to enter the building/premises at reasonable times for the purpose of inspection for the presence or absence of cross connections, testing, repair, and maintenance of any part of the plumbing system or any cross-connection control device connected to the water system. The Authority shall deny or discontinue, after reasonable notice to the occupants, water service to any building/premises for refusal or failure to arrange for a cross connection inspection. The Authority sha ll deny or discontinue water service if there is reason to believe the building/premises pose a potential for danger to the public and/or occupants. 3.2. Responsibility of Owner The Owner of the property shall be responsible for the protection of the public water supply from contamination due to backflow through the Owner’s water service connection. The Authority may require Owners at their own expense to install, alter, replace, or repair any plumbing connected to the public water system that may pose a threat to public health. Failure, refusal or the inability on the part of the Owner to correct any deficiency or violation shall be unlawful and the Authority may deny or discontinue water service to the building/premises. 3.3. Initial Inspections Facilities, as defined in Section 1.1 , and connected to the public water system shall be inspected by a Cross Connection Control Inspector. The facility’s water use practices shall be reviewed to determine whether there are actual or potential cross connections to the plumbing system through which contaminants or pollutants could backflow into the plumbing system or the public water supply. This type of inspection must be done as defined in Section 5.0, and will range from once every two (2) to six (6) years depending on the degree of hazard recorded with the Authority. Residential homes will be inspected at the same rate designated for the meter exchange rate, every (10) to (20) years. 3.4. Inspection Notification An attempt to notify the facility owner shall be made prior to the inspection. This Inspection Notice will contain the following information: • Reason for inspection • Inspection date • Contact telephone number to contact for scheduling/questions The Inspection Notice (see section 8 ) will be mailed to the facility to be inspected approximately 14 days prior to the scheduled inspection. While either the building/premises owner and/or Authority/Agent can request a change in inspection date, the Authority/Agent still reserves the right to enter any building/premises Page 31 of 138 Village of Jackson │ 11 unannounced for the sole purpose of inspecting for cross connections. Refusal of entry by the building/premises constitutes a violation of this program and the Authority can enforce code actions or deny or discontinue water service as applicable. 3.5. Inspection Forms An Inspection Form (electronic or hard copy) shall be used in every inspection, as required, and will be filed in a location as identified by the Authority/Agent along with other pertinent information accumulated. 3.6. Inspection Procedures Cross connection control inspections shall be completed as follows: • Identify building/facility to be inspected and send inspection notice in advance. • Meet on-site with facility contact/owner. • Explain the Cross Connection Control Program to the facility contact/owner before inspection of the facility. • Provide educational brochure. • Inspect the building /premises and complete the inspection forms with the following information: o Identify facility type/classification and on -going inspection frequency based on the degree of hazard o Identify all building/premises water use equipment. Examples: water softeners, toilet ball cock assemblies, lawn sprinkling systems, hose aspirators, swimming pools, dry/liquid fertilizer feed, solar installations, hose outlets and laundry tubs o Confirm individual contact data o Do they have a secondary/auxiliary source of water (private well)? • Identify isolation hazards utilizing the Inspection Form. A diagram of the system may be requested or required. • Visually review all exposed piping and water outlets/uses. • Complete all forms, as required, to identify the situation. 3.7. Exit Interview After completing the inspection, the inspector will review with the facility contact/owner the cross connections found. If it is possible or necessary, the Inspector may request that the cross connections be addressed immediately. The Inspection Form wil l be signed by the Inspector and facility/owner during the exit interview. 3.8. Inspection Compliance Notification Upon completion of an inspection, a facility having no cross connections, or that has addressed all existing or potential cross connections will receive a Compliance Tag to be placed near the service meter. See section 8 for example of Compliance Tag. Page 32 of 138 Village of Jackson │ 12 3.9. Initial Inspection Non-Compliance Notification After the initial inspection, a Notice of Non- Compliance (see section 8 ) will be sent to each building/premises having unprotected cross connections. The Notice of Non-Compliance will include a list of requirements and provide the time allocated for compliance*. 3.10. Request for Internal Cross Connection Control Information The Authority has the legal right to request specific cross connection control information to include but not limited to piping information, piping drawings or information related to a specific point of water use in relation to cross connections. The Authority shall issue a request notice for any one of the following: • Facility is determined by the Inspector to be large and/or complex requiring considerable amount of additional time to inspect • Facility does not allow for free and unlimited access to areas requiring inspection/survey • Piping configurations are too complex or complicated • Piping is not readily accessible (i.e. concealed piping) • Multiple piping systems • Inadequate piping identification • Facility changes their plumbing configurations on a regular frequency • Secondary/auxiliary water sources • Manufacturing/use of industrial fluids in piping systems or facility operations • Refusal of entry • No current as-built/engineering drawings of the potable water system If the Authority/Agent is not able to complete an inspection the property owner must, at their own expense, have the plumbing inspected for cross -connections by a certified firm or individual that has met the requirements in Section 3.1. 3.11. Request Notice for Internal Cross Connection Control Information The Request Notice Internal Cross Connection Control Information shall contain the following information: • Reason for the request • Approved contractor requirements • Contracted performance insurance requirements • Time allocated to submit the cross-connection survey report to the Authority Failure or refusal to comply with this request shall be unlawful and the Authority may deny or discontinue water service to the building/premises. * The Authority reserves the right to adjust the number of days allocated for compliance based on the degree of hazard associated with existing and/or potential cross connections Page 33 of 138 Village of Jackson │ 13 3.12. Submission of Internal Cross Connection Control Information Information that must be included is as follows: • Methodology used to conduct the survey • General facility overview • List of violations/requirements - information must include the following: o Type of backflow prevention device to be installed o Size of backflow prevention device to be installed o Location description/remarks to include what the backflow prevention device will be supplying • List of all existing backflow prevention devices (both testable and non -testable). Information that must be included is as follows: • Type of backflow prevention device installed • Size of backflow prevention device installed • Manufacturer of backflow prevention device to include: o Model o Serial number • Location description/remarks • A proposed plan for the correction of violations/requirements must be submitted along with a proposed timetable for completion • Drawings of the facility’s potable water piping system may be required Information can be submitted to the Authority/Agent in an electronic file format or hard copy. 3.13. Educational Material • Residential and Commercial/Industrial Brochure – at time of inspection and every three years • Additional Educational Brochure – upon request Page 34 of 138 Village of Jackson │ 14 3.14. Residential and Commercial/Industrial Brochure Page 35 of 138 Village of Jackson │ 15 Page 36 of 138 Village of Jackson │ 16 4. PERIODIC MONITORING 4.1. Subsequent Inspection Frequency Subsequent inspection frequency will be determined by the degree of hazard existing within the facility. The term degree of hazard shall be derived from the evaluation of conditions within a facility which can be classified as either a pollution or contamination hazard. Degree of hazard shall be determined by the Authority or Designated Agent. 4.2. Re-inspection Frequency – Determination The re-inspection frequency is based on the hazards present at the time of the inspection and will be assigned to the facility by the agent. Frequency will range from every two (2) years for high hazard facilities, six (6) years for low hazard commercial facilities, and ten (10) to twenty (20) years for residential, and multi-family facilities. 4.3. Re-inspection Frequency – Criteria • High hazard facilities every two (2) years - examples: Medical, Industrial/Manufacturing facilities, Car Washes, Mortuaries, Labs, Restaurants, Wastewater Treatment Plants, Marina’s, Greenhouses/Nurseries, etc. • Low hazard facilities every six (6) years – examples: Retail Outlets, Warehouses, Storage Buildings, Office Buildings, etc. • Residential and Multi- family homes will be re -inspected every ten (10) to twenty (20) years based on the meter exchange frequency. Educational material will be provided at least every three (3) years to all residential homes. 4.4. Inspection Compliance Procedure Upon notification from the facility that all violations have been corrected and the necessary backflow prevention devices are properly installed, a compliance re -inspection will be conducted as outlined in Sections 4.6 and 4.8 of this plan. Upon completion of the compliance re -inspection, a facility having no cross connections, or having addressed all existing or potential cross connections, will receive an Inspection Compliance Notice or a Compliance Tag to be placed at the meter. 4.5. Inspection Non-Compliance Notification #2 Failure to comply with the Inspection Non-Compliance Notification #1 within the number of days as determined by the Authority will result in issuing a second notice of inspection non - compliance*†. Included with the notice will be a Requirements List. The facility will be given a specific time frame to comply with Inspection Non-Compliance Notification #2. † The Authority reserves the right to adjust the number of days allocated for compliance based on the degree of hazard associated with existing and/or potential cross connections. Page 37 of 138 Village of Jackson │ 17 4.6. Termination of Water Service Termination ‡ of water service will be for any of the following reasons: • Immediate health threat • Non-compliance (i.e.: Failure to test devices and submit device test forms or refusal to comply with the requirements as outline in the Requirements Form) • Refusal of entry 4.7. Shut-Off Notification Failure to comply with the Inspection Non-Compliance Notification #2 within the number of days as determined by the Authority will result in issuing an Inspection Shut -Off Notice. The notice may be sent registered mail, return receipt requested or other means of service as deemed necessary by Authority. The water shut off date will be “days after shut off notification” days from the date of notification. Example in section 8. ‡ Termination procedures to be determined by the Authority Page 38 of 138 Village of Jackson │ 18 4.8. Inspection Frequency Standards Form Typical Survey Frequency Based on Facility Types HDI CODE Facility Type Survey Frequency AIRPOR Airport 6 APARTM Apartment Complex 10 or 20 depending on meter exchange rate BANK Bank 6 BAR Bar / Pub – no kitchen 6 CARDEA Car Dealership 6 CARWAS Car Wash 2 CHURCH Church 6 CITYOF City Owned -Other 2 CITYOF City Owned -Office 6 COLLEG College Property 6 CONCRE Concrete Mixing 2 CONDMN Condominium 10 or 20 depending on meter exchange rate COUNTY County Owned Building 6 DAYCAR Day Care Center 6 DENTIS Dental Facility 2 DOCOFF Single Office – Doctor 6 DRYCLE Dry Cleaner 2 FITNES Fitness Center 6 FLOWER Florist 6 FUNERA Mortuary /Funeral Home 2 GARAGE Auto Repair Garage 6 GASSTA Gas Station –No Garage 2 GASWAS Gas Station -Car Wash 2 GOLF Golf Course 6 GROCER Grocery Store -Market 2 GYM Gym 6 HALL Hall 6 HOSPIT Hospital 2 HOTEL Hotel/Motel 2 INDUST Industrial Facility 2 LAUNDR Laundry 6 MARINA Marina, Dock or Warf 2 Page 39 of 138 Village of Jackson │ 19 Typical Survey Frequency Based on Facility Types (continued) HDI CODE Facility Type Survey Frequency MALL Shopping Mall 6 MEDCOM Medical Complex 2 MOBILE Mobile Home Park/Court 10 or 20 depending on meter exchange rate MOVIE Movie Theatre 6 NURSE Nursing Home 2 NURSER Nursery 6 OFFICE Office Building 6 OTHER Other 6 PARK Community Park 6 PHARMA Pharmaceutical Plant 2 RESIDE Residential 10 or 20 depending on meter exchange rate RESTAU Restaurant 2 RETAIL Retail Store 6 RETMAL Retail Store in Strip Mall 6 SALON Hair Salon / Barber Shop 6 SCHOOL School 2 SMALL Strip Mall 6 STADIU Stadium – Civic Center 6 TRDSCH Trade School 2 TWP Township Owned Facility 6 VACANT Vacant Building/Suite 1 - Unless Water Service Has been discontinued VETERI Veterinary Clinic/Hospital 2 VILLAG Village Owned Property 2 WAREHO Warehouse 6 WASTEW Waste Water Plant 2 **This Chart Reflects Typical Survey Frequencies. A more frequent survey frequency may be required in some cases and will be determined at the initial CCC Survey based on the hazards present at the time of the inspection. All initial surveys should be completed in first two years of program. Page 40 of 138 Village of Jackson │ 20 5. BACKFLOW PREVENTION DEVICES 5.1. Responsibility • Installation and maintenance of devices/methods shall be the responsibility of the building/premises owner • Any installation in a health care facility involving a backflow prevention device requires Wisconsin Department of Safety and Professional Services plan approval. Refer to the Department of Safety and Professional Services DSPS 382.20(1)(a), table 382.20-1 entitled Submittals to Department for a list of instances requiring plan submittal • Plan submittals for devices shall include a completed General Plumbing Plan Approval Application; form SBD-6154, along with the appropriate fee • If a device is installed without prior approval from the Wisconsin Department of Safety and Professional Services, a fee of two (2) times the standard application fee must be paid. Provisions for exceptions to this rule are provided as follows: o If an inspection determines that a device must be installed immediately to correct an existing cross connection, the Wisconsin Department of Safety and Professional Services will accept the normal review fee provided: - The application includes a copy of the inspector’s written report - Plan submittal is made within 30 days of the inspection date • All testable assemblies shall be tested upon installation and at yearly intervals thereafter as required by the Wisconsin Department of Safety and Professional Services or as determined by the Authority • Completed device test form(s) for the reduced pressure principle backflow preventer assembly, reduced pressure principle backflow preventer detector assembly, pressure vacuum breaker assembly and the backflow backsiphonage vacuum breaker assembly are to be distributed to the following parties; o The Wisconsin Department of Safety and Professional Services o The Owner o The Purveyor o The Tester • The Authority/Agent may require additional testing for any of the following reasons: o Loss of water flow/pressure to the facility o Repair or maintenance to the water distribution system at or near the facility Page 41 of 138 Village of Jackson │ 21 5.2. Device Abbreviation List HydroCorp, Inc. Device Legend A.S.S.E Legend Acronym Testable Device Standard 1001 Atmospheric Type Vacuum Breakers AVB No 1002 Anti-siphon Fill Valves (Ballcocks) ASBC No 1011 Hose Connection Vacuum Breakers HBVB No 1012 Backflow Preventer w/Intermediate Atmospheric Vent VDCV No 1013 Reduced Pressure Backflow Prevention Asy. RPBP Yes 1015 Double Check Backflow Prevention Assembly DCV Yes 1019 Vacuum Breaker Wall Hydrants HBIVB No 1020 Pressure Vacuum Breaker Assembly PVB Yes 1022 Backflow Preventer for Carbonated Beverage Machine VMBP No 1024 Dual Check Valve Type Backflow Preventers DuC No 1032 Backflow Preventer for Carbonated Beverage Machine VMBP No 1035 Laboratory Faucet Backflow Preventer LFVB No 1037 Pressurized Flushing Devices (Flushometers) PFD No 1047 RP Detector Backflow Prevention Assembly RPDA Yes 1048 Double Check Detector Backflow Prevention Assembly DDCV Yes 1052 Hose Connection Backflow Preventer HCBP No 1053 Dual Check Backflow Preventer Wall Hydrant HBIVB No 1055 Chemical Dispensing Systems AG No 1056 Spill Resistant Vacuum Breaker Assembly SVB Yes 1057 Freeze Resistant Yard Hydrant W/Backflow No 1081 Backflow preventers with integral pressure reducing VDCV No boiler feed valve and intermediate atmospheric vent A112.1.2 Air Gap AG No Vacuum Breaker Tee VBT No 1001, 1002,1014 OR A112.1.2 Restroom Fixture (Common restroom fixtures) RRF No Device and/or piping requires a cap CAP No No Contact Was Not Available INSPECT No Install approved device INSTALL No Pipe requires labeling LABEL No See Remarks OTHER No Refusal of Facility Inspection REFUSAL No Device is in need of repair REPAIR No Requires replacement REPLACE No Requires relocation and/or new piping REPLUMB No Survey Required SURVEY No Single Check Valve SCV No Page 42 of 138 Village of Jackson │ 22 5.3. Approved Backflow Prevention Devices The Village of Jackson accepts backflow prevention devices as recognized by the Department of Safety and Professional Services. The Department of SPS stipulates backflow prevention devices must be of the type recognized in accordance with the Wisconsin Administrative Code, DSPS. 384, Plumbing Products, and shall be listed by a recognized listing agency acceptable to the department. Agencies acceptable to the department may be found in the Wisconsin Administrative Code, DSPS. 384, Appendix. Page 43 of 138 Village of Jackson │ 23 5.4. Cross Connection Control Device Performance Test Form Page 44 of 138 Village of Jackson │ 24 5.5. Cross Connection Control Assembly Removal Notice Page 45 of 138 Village of Jackson │ 25 6. NEW SERVICE INSPECTIONS 6.1. Procedures All plumbing plans and permits for a proposed building shall be reviewed by the Authority, Plumbing Inspector, Building Inspector and building contractor(s). The Authority’s Cross Connection Control Plan and Backflow Prevention requirements will be review ed with the responsible party. 6.2. Inspections The Authority/Agent conducting the cross connection control inspection shall inspect the building/premises for compliance with the Cross Connection Control Program. 6.3. Compliance Upon completion of the cross connection control inspection and it is determined that the facility is in compliance and has been met any required actions of this plan, certificate of occupancy and water service will be initiated. 6.4. Non-Compliance If the facility does not comply with the Cross Connection Control Program, the Authority shall enforce this plan as required. The water service and the certificate of occupancy will not be initiated until compliance is achieved and approved. 6.5. Bulk Water Sales Persons purchasing water in bulk shall contact Utility office prior to taking water from hydrants or fill stations. Utility personnel shall be present to insure tanks are properly equipped to prevent cross connections to the Utility water supply. 6.6. Bulk Water Stations Bulk Water Fill Stations shall be inspected to ensure they are properly protected against backflow in accordance with NR 811.78. At a minimum, all Bulk Water Loading Stations shall be installed with either (1) a free air break to prevent back siphonage of contaminated water or other substances or (2) a reduced pressure backflow prevention assembly installed on the supply line to the loading station. All hoses and other connections at loading stations shall be installed in such a manner that they cannot be contaminated by contact with the ground. Page 46 of 138 Village of Jackson │ 26 7. SAMPLE NOTICES 7.1. Non-Residential Inspection Notice (Initial Notice) Page 47 of 138 Village of Jackson │ 27 7.2. Non Compliance 1 and 2 Notice Page 48 of 138 Village of Jackson │ 28 Page 49 of 138 Village of Jackson │ 29 7.3. Non Compliance Disconnection Notice Page 50 of 138 Village of Jackson │ 30 7.4. Compliance Tags Page 51 of 138 Village of Jackson │ 31 8. REGULATIONS 8.1. Wisconsin Administrative Code NR 810, NR 811 8.2. State of Wisconsin Department of SPS Cross Connection Control Manual 8.3. Wisconsin Administrative Code: Chapter DSPS. 305 Licenses, Certifications and Registrations 8.4. Wisconsin Administrative Code: Chapter DSPS. 332 Public Safety and Health 8.5. Wisconsin Administrative Code: Chapter DSPS. 381 Definitions and Standards 8.6. Wisconsin Administrative Code: Chapter DSPS. 382 Design, Construction, Installation, Supervision, Maintenance, and Inspection of Plumbing 8.7. Wisconsin Administrative Code: Chapter DSPS. 382 Appendix – (partial) 8.8. Wisconsin Administrative Code: Chapter DSPS. 384 Plumbing Products 8.9. Wisconsin Administrative Code: Chapter DSPS. 384 Appendix 8.10. Wisconsin Administrative Code: Chapter 145 Plumbing and Fire Protection Systems and Swimming Pool Plan Review 8.11. United States Environmental Protection Agency Cross Connection Control Manual Village of Jackson Cross Connection Control Plan Date: __________________ In accordance with the State of Wisconsin Department of Natural Resources (DNR), the Village of Jackson proclaims this program as a continuing effort to maintain clean, safe potable water. By reference to the Wisconsin Administrative Code Department of Natural Resources Environmental Protection Water Supply Chapter NR 810, Section NR 810.15, Chapter NR 811, Sections NR 811.06, NR 811.07, NR 811.68, and Department of Safety and Professional Services 305, 381-384, we hereby establish the Village of Jackson’s Cross Connection Control Plan as adopted on . Page 52 of 138 Village of Jackson │ 32 Page 53 of 138 1 Resolution #26-23 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY RESOLUTION #26-23 ____________________________________ _______________ ___ A RESOLUTION ADOPTING THE 2025 COMPLIANCE MAINTENANCE ANNUAL REPORT FOR THE JACKSON WASTEWATER TREATMENT FACILITY ____________________ ____ __________________________ ____ WHEREAS, the State of Wisconsin Department of Natural Resources requires a Compliance Maintenance Annual Report for the Village of Jackson Wastewater Treatment Plant; and WHEREAS, the Village of Jackson Wastewater Treatment Plant Superintendent, the Village’s Director of Public Works, the Village Clerk and the Village Treasurer have completed the necessary information requested in the annual report; and NOW, THEREFORE, BE IT RESOLVED, that the Village Board of the Village of Jackson, Washington County, Wisconsin, does hereby resolve that the Village Board has reviewed the Compliance Maintenance Annual Report, and has approved it for submission. Introduced by: Seconded by: Vote: Aye Nay Passed and Approved: Brian J. Heckendorf – Village President Attest: Pamela Wolf – Interim Village Clerk Page 54 of 138 2 Resolution #26-23 Proof of Posting: I, the undersigned, certify that I posted this Resolution on bulletin boards at the Village Hall, Post Office, the Jackson Community Center, and the Village of Jackson website. Village Official Date Page 55 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Influent Flow and Loading 1. Monthly Average Flows and BOD Loadings 1.1 Verify the following monthly flows and BOD loadings to your facility. Influent No. 701 Influent Monthly Average Flow, MGD x Influent Monthly Average BOD Concentration mg/L x 8.34 = Influent Monthly Average BOD Loading, lbs/day January 0.8806 x 280 x 8.34 = 2,057 February 0.8907 x 368 x 8.34 = 2,731 March 1.3561 x 205 x 8.34 = 2,322 April 1.4430 x 322 x 8.34 = 3,881 May 1.2790 x 312 x 8.34 = 3,333 June 1.1007 x 313 x 8.34 = 2,869 July 0.9932 x 268 x 8.34 = 2,221 August 1.4465 x 243 x 8.34 = 2,929 September 0.9533 x 340 x 8.34 = 2,705 October 1.0384 x 345 x 8.34 = 2,986 November 0.9290 x 350 x 8.34 = 2,711 December 1.0758 x 333 x 8.34 = 2,988 2. Maximum Monthly Design Flow and Design BOD Loading 2.1 Verify the design flow and loading for your facility. Design Design Factor x % = % of Design Max Month Design Flow, MGD 1.875 x 90 = 1.6875 x 100 = 1.875 Design BOD, lbs/day 2980 x 90 = 2682 x 100 = 2980 2.2 Verify the number of times the flow and BOD exceeded 90% or 100% of design, points earned, and score: Months of Influent Number of times flow was greater than 90% of Number of times flow was greater than 100% of Number of times BOD was greater than 90% of design Number of times BOD was greater than 100% of design January 1 0 0 0 0 February 1 0 0 1 0 March 1 0 0 0 0 April 1 0 0 1 1 May 1 0 0 1 1 June 1 0 0 1 0 July 1 0 0 0 0 August 1 0 0 1 0 September 1 0 0 1 0 October 1 0 0 1 1 November 1 0 0 1 0 December 1 0 0 1 1 Points per each 2 1 3 2 Exceedances 0 0 9 4 Points 0 0 27 8 Total Number of Points 35 35 Page 56 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 3. Flow Meter 3.1 Was the influent flow meter calibrated in the last year? Yes Enter last calibration date (MM/DD/YYYY) 2025-12-03 No If No, please explain: 4. Sewer Use Ordinance 4.1 Did your community have a sewer use ordinance that limited or prohibited the discharge of excessive conventional pollutants ((C)BOD, SS, or pH) or toxic substances to the sewer from industries, commercial users, hauled waste, or residences? Yes No If No, please explain: 4.2 Was it necessary to enforce the ordinance? Yes No If Yes, please explain: 5. Septage Receiving 5.1 Did you have requests to receive septage at your facility? Septic Tanks Holding Tanks Grease Traps Yes Yes Yes No No No 5.2 Did you receive septage at your facility? If yes, indicate volume in gallons. Septic Tanks Yes 115,450 gallons No Holding Tanks Yes 15,302,750 gallons No Grease Traps Yes gallons No 5.2.1 If yes to any of the above, please explain if plant performance is affected when receiving any of these wastes. The plant response well to hauled waste. 6. Pretreatment 6.1 Did your facility experience operational problems, permit violations, biosolids quality concerns, or hazardous situations in the sewer system or treatment plant that were attributable to commercial or industrial discharges in the last year? Yes No If yes, describe the situation and your community's response. 6.2 Did your facility accept hauled industrial wastes, landfill leachate, etc.? Page 57 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Yes No If yes, describe the types of wastes received and any procedures or other restrictions that were in place to protect the facility from the discharge of hauled industrial wastes. Total Points Generated Score (100 - Total Points Generated) Section Grade Page 58 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Effluent Quality and Plant Performance (BOD/CBOD) 1. Effluent (C)BOD Results 1.1 Verify the following monthly average effluent values, exceedances, and points for BOD or CBOD Outfall No. 001 Monthly Average Limit (mg/L) 90% of Permit Limit > 10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 17 15.3 4 1 0 0 February 17 15.3 7 1 0 0 March 17 15.3 11 1 0 0 April 17 15.3 15 1 0 0 May 12 10.8 6 1 0 0 June 12 10.8 6 1 0 0 July 12 10.8 5 1 0 0 August 12 10.8 6 1 0 0 September 12 10.8 4 1 0 0 October 12 10.8 7 1 0 0 November 17 15.3 9 1 0 0 December 17 15.3 6 1 0 0 * Equals limit if limit is <= 10 Months of discharge/yr 12 Points per each exceedance with 12 months of discharge 7 3 Exceedances 0 0 Points 0 0 Total number of points 0 NOTE: For systems that discharge intermittently to state waters, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? 0 2. Flow Meter Calibration 2.1 Was the effluent flow meter calibrated in the last year? Yes Enter last calibration date (MM/DD/YYYY) 2025-12-03 No If No, please explain: 3. Treatment Problems 3.1 What problems, if any, were experienced over the last year that threatened treatment? No problems 4. Other Monitoring and Limits 4.1 At any time in the past year was there an exceedance of a permit limit for any other pollutants such as chlorides, pH, residual chlorine, fecal coliform, or metals? Yes No Page 59 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 If Yes, please explain: 4.2 At any time in the past year was there a failure of an effluent acute or chronic whole effluent toxicity (WET) test? Yes No If Yes, please explain: 4.3 If the biomonitoring (WET) test did not pass, were steps taken to identify and/or reduce source(s) of toxicity? Yes No N/A Please explain unless not applicable: Total Points Generated Score (100 - Total Points Generated) Section Grade Page 60 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Effluent Quality and Plant Performance (Total Suspended Solids) 1. Effluent Total Suspended Solids Results 1.1 Verify the following monthly average effluent values, exceedances, and points for TSS: Outfall No. 001 Monthly Average Limit (mg/L) 90% of Permit Limit >10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 12 10.8 2 1 0 0 February 12 10.8 2 1 0 0 March 12 10.8 9 1 0 0 April 12 10.8 7 1 0 0 May 12 10.8 3 1 0 0 June 12 10.8 2 1 0 0 July 12 10.8 5 1 0 0 August 12 10.8 8 1 0 0 September 12 10.8 5 1 0 0 October 12 10.8 3 1 0 0 November 12 10.8 4 1 0 0 December 12 10.8 9 1 0 0 * Equals limit if limit is <= 10 Months of Discharge/yr 12 Points per each exceedance with 12 months of discharge: 7 3 Exceedances 0 0 Points 0 0 Total Number of Points NOTE: For systems that discharge intermittently to state waters, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? 0 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 61 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Effluent Quality and Plant Performance (Ammonia - NH3) 1. Effluent Ammonia Results 1.1 Verify the following monthly and weekly average effluent values, exceedances and points for ammonia Outfall No. 001 Monthly Average NH3 Limit (mg/L) Weekly Average NH3 Limit (mg/L) Effluent Monthly Average NH3 (mg/L) Monthly Permit Limit Exceed ance Effluent Weekly Average for Week 1 Effluent Weekly Average for Week 2 Effluent Weekly Average for Week 3 Effluent Weekly Average for Week 4 Weekly Permit Limit Exceed ance January 7 14 .231 0 .13 .148 .545 .133 0 February 7 14 3.228 0 .16 .478 3.568 8.705 0 March 7 14 5.514 0 8.885 8.465 7.065 2.358 0 April 4.3 8.5 .664 0 1.64 .75 .308 .09 0 May 5.7 7.4 .121 0 .095 .18 .113 .105 0 June 3.9 5 .811 0 .76 .56 1.095 .85 0 July 3.9 5 .577 0 .73 .47 .29 .845 0 August 3.9 5 .895 0 .555 2.148 .77 .283 0 September 3.9 5 1.596 0 .678 3.593 1.81 .623 0 October 4.3 8.4 1.741 0 .95 .623 2.74 2.41 0 November 7 13 2.194 0 1.958 1.87 2.078 3.223 0 December 7 12 1.499 0 1.385 1.413 1.698 1.925 0 Points per each exceedance of Monthly average: 10 Exceedances, Monthly: 0 Points: 0 Points per each exceedance of weekly average (when there is no monthly average): 2.5 Exceedances, Weekly: 0 Points: 0 Total Number of Points 0 NOTE: Limit exceedances are considered for monthly OR weekly averages but not both. When a monthly average limit exists it will be used to determine exceedances and generate points. This will be true even if a weekly limit also exists. When a weekly average limit exists and a monthly limit does not exist, the weekly limit will be used to determine exceedances and generate points. 1.2 If any violations occurred, what action was taken to regain compliance? 0 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 62 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Effluent Quality and Plant Performance (Phosphorus) 1. Effluent Phosphorus Results 1.1 Verify the following monthly average effluent values, exceedances, and points for Phosphorus Outfall No. 001 Monthly Average phosphorus Limit (mg/L) Effluent Monthly Average phosphorus (mg/L) Months of Discharge with a Limit Permit Limit Exceedance January .85 0.751 1 0 February .85 0.746 1 0 March .85 0.890 1 1 April .85 0.637 1 0 May .85 0.603 1 0 June .85 0.652 1 0 July .85 0.517 1 0 August .85 0.604 1 0 September .85 0.663 1 0 October .85 0.732 1 0 November .85 0.782 1 0 December .85 0.560 1 0 Months of Discharge/yr 12 Points per each exceedance with 12 months of discharge: 10 Exceedances 1 Total Number of Points 10 NOTE: For systems that discharge intermittently to waters of the state, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? We added more Alum. 10 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 63 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Biosolids Quality and Management 1. Biosolids Use/Disposal 1.1 How did you use or dispose of your biosolids? (Check all that apply) Land applied under your permit Publicly Distributed Exceptional Quality Biosolids Hauled to another permitted facility Landfilled Incinerated Other NOTE: If you did not remove biosolids from your system, please describe your system type such as lagoons, reed beds, recirculating sand filters, etc. 1.1.1 If you checked Other, please describe: 3. Biosolids Metals Number of biosolids outfalls in your WPDES permit: 3.1 For each outfall tested, verify the biosolids metal quality values for your facility during the last calendar year. Outfall No. 002 - ANAEROBIC LIQUID Parameter 80% of Limit H.Q. Limit Ceiling Limit Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 80% Value High Quality Ceiling Arsenic 41 75 <26.2 0 0 Cadmium 39 85 <2.6 0 0 Copper 1500 4300 437 0 0 Lead 300 840 <26.2 0 0 Mercury 17 57 .338 0 0 Molybdenum 60 75 12 0 0 Nickel 336 420 23.1 0 0 Selenium 80 100 <52.3 0 0 Zinc 2800 7500 809 0 0 3.1.1 Number of times any of the metals exceeded the high quality limits OR 80% of the limit for molybdenum, nickel, or selenium = 0 Exceedence Points 0 (0 Points) 1-2 (10 Points) > 2 (15 Points) 3.1.2 If you exceeded the high quality limits, did you cumulatively track the metals loading at each land application site? (check applicable box) Yes No (10 points) N/A - Did not exceed limits or no HQ limit applies (0 points) N/A - Did not land apply biosolids until limit was met (0 points) 3.1.3 Number of times any of the metals exceeded the ceiling limits = 0 Exceedence Points 0 (0 Points) 1 (10 Points) > 1 (15 Points) 3.1.4 Were biosolids land applied which exceeded the ceiling limit? Yes (20 Points) No (0 Points) Page 64 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 3.1.5 If any metal limit (high quality or ceiling) was exceeded at any time, what action was taken? Has the source of the metals been identified? 0 4. Pathogen Control (per outfall): 4.1 Verify the following information. If any information is incorrect, use the Report Issue button under the Options header in the left-side menu. Outfall Number: 002 Biosolids Class: B Bacteria Type and Limit: Fecal Coliform Sample Dates: 01/01/2025 - 12/31/2025 Density: 200,000 Sample Concentration Amount: MPN/G TS Requirement Met: Yes Land Applied: Yes Process: Anaerobic Digestion Process Description: Anaerobic Digestion 4.2 If exceeded Class B limit or did not meet the process criteria at the time of land application. 4.2.1 Was the limit exceeded or the process criteria not met at the time of land application? Yes (40 Points) No If yes, what action was taken? 0 5. Vector Attraction Reduction (per outfall): 5.1 Verify the following information. If any of the information is incorrect, use the Report Issue button under the Options header in the left-side menu. Outfall Number: 002 Method Date: 12/31/2025 Option Used To Satisfy Requirement: Injection when land apply Requirement Met: Yes Land Applied: Yes Limit (if applicable): Results (if applicable): 5.2 Was the limit exceeded or the process criteria not met at the time of land application? Yes (40 Points) No If yes, what action was taken? 0 6. Biosolids Storage 6.1 How many days of actual, current biosolids storage capacity did your wastewater treatment facility have either on-site or off-site? >= 180 days (0 Points) 150 - 179 days (10 Points) 120 - 149 days (20 Points) 90 - 119 days (30 Points) Page 65 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 < 90 days (40 Points) N/A (0 Points) 6.2 If you checked N/A above, explain why. 0 7. Issues 7.1 Describe any outstanding biosolids issues with treatment, use or overall management: No issues at this time. Total Points Generated Score (100 - Total Points Generated) Section Grade Page 66 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Staffing and Preventative Maintenance (All Treatment Plants) 1. Plant Staffing 1.1 Was your wastewater treatment plant adequately staffed last year? Yes No If No, please explain: Could use more help/staff for: 1.2 Did your wastewater staff have adequate time to properly operate and maintain the plant and fulfill all wastewater management tasks including recordkeeping? Yes No If No, please explain: 2. Preventative Maintenance 2.1 Did your plant have a documented AND implemented plan for preventative maintenance on major equipment items? Yes (Continue with question 2) No (40 points) If No, please explain, then go to question 3: 2.2 Did this preventative maintenance program depict frequency of intervals, types of lubrication, and other tasks necessary for each piece of equipment? Yes No (10 points) 2.3 Were these preventative maintenance tasks, as well as major equipment repairs, recorded and filed so future maintenance problems can be assessed properly? Yes Paper file system Computer system Both paper and computer system No (10 points) 0 3. O&M Manual 3.1 Does your plant have a detailed O&M and Manufacturer Equipment Manuals that can be used as a reference when needed? Yes No 4. Overall Maintenance /Repairs 4.1 Rate the overall maintenance of your wastewater plant. Excellent Very good Good Fair Poor Describe your rating: We take a proactive approach. Page 67 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 68 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Operator Certification and Education 1. Operator-In-Charge 1.1 Did you have a designated operator-in-charge during the report year? Yes (0 points) No (20 points) Name: CHAD M RUSS Certification No: 35582 0 2. Certification Requirements 2.1 In accordance with Chapter NR 114.56 and 114.57, Wisconsin Administrative Code, what level and subclass(es) were required for the operator-in-charge (OIC) to operate the wastewater treatment plant and what level and subclass(es) were held by the operator-in-charge? Sub Class SubClass Description WWTP OIC Advanced OIT Basic Advanced A1 Suspended Growth Processes X X A2 Attached Growth Processes A3 Recirculating Media Filters A4 Ponds, Lagoons and Natural A5 Anaerobic Treatment Of Liquid B Solids Separation X X C Biological Solids/Sludges X X P Total Phosphorus X X N Total Nitrogen D Disinfection X X L Laboratory X X U Unique Treatment Systems SS Sanitary Sewage Collection X NA X NA 2.2 Was the operator-in-charge certified at the appropriate level and subclass(es) to operate this plant? (Note: Certification in subclass SS is required 5 years after permit reissuance.) Yes (0 points) No (20 points) 2.3 For wastewater treatment facilities with a registered or certified laboratory, is at least one operator that works in the laboratory certified at the basic level in the laboratory (L) subclass? Yes No N/A – Wastewater treatment facility does not have a registered or certified laboratory 2.4 For wastewater treatment facilities that own and operate a sanitary sewage collection system, has at least one operator been designated the OIC for sanitary sewage collection system and certified at the basic level in the sanitary sewage collection system (SS) subclass? Yes No N/A – Owner of the Wastewater treatment facility does not own and operate a sanitary sewage collection system 0 3. Succession Planning 3.1 In the event of the loss of your designated operator-in-charge, did you have a contingency plan to ensure the continued proper operation and maintenance of the plant that includes one or more of the following options (check all that apply)? One or more additional certified operators on staff Page 69 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 An arrangement with another certified operator An arrangement with another community with a certified operator An operator on staff who has an operator-in-training certificate for your plant and is expected to be certified within one year A consultant to serve as your certified operator None of the above (20 points) If "None of the above" is selected, please explain: 0 4. Continuing Education Credits 4.1 If you had a designated operator-in-charge, was the operator-in-charge earning Continuing Education Credits at the following rates? OIT and Basic Certification: Averaging 6 or more CECs per year. Averaging less than 6 CECs per year. Advanced Certification: Averaging 8 or more CECs per year. Averaging less than 8 CECs per year. Total Points Generated Score (100 - Total Points Generated) Section Grade Page 70 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Financial Management 1. Provider of Financial Information Name: Darlene Smith, Village Treasurer Telephone: 262-677-9001 (XXX) XXX-XXXX E-Mail Address (optional): darlene.smith@villageofjacksonwi.gov 2. Treatment Works Operating Revenues 2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater treatment plant AND/OR collection system ? Yes (0 points) No (40 points) If No, please explain: 2.2 When was the User Charge System or other revenue source(s) last reviewed and/or revised? Year: 2024 0-2 years ago (0 points) 3 or more years ago (20 points) N/A (private facility) 2.3 Did you have a special account (e.g., CWFP required segregated Replacement Fund, etc.) or financial resources available for repairing or replacing equipment for your wastewater treatment plant and/or collection system? Yes (0 points) No (40 points) 0 REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3] 3. Equipment Replacement Funds 3.1 When was the Equipment Replacement Fund last reviewed and/or revised? Year: 2024 1-2 years ago (0 points) 3 or more years ago (20 points) N/A If N/A, please explain: 3.2 Equipment Replacement Fund Activity 3.2.1 Ending Balance Reported on Last Year's CMAR $ 910,728.48 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) - $ 41,647.50 3.2.3 Adjusted January 1st Beginning Balance $ 869,080.98 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 315,368.00 Page 71 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 173,322.98 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 1,011,126.00 All Sources: This ending balance should include all Equipment Replacement Funds whether held in a bank account(s), certificate(s) of deposit, etc. 3.2.6.1 Indicate adjustments, equipment purchases, and/or major repairs from 3.2.5 above. We repaired our backwash filters. 3.3 What amount should be in your Replacement Fund? $ 315,368.00 Please note: If you had a CWFP loan, this amount was originally based on the Financial Assistance Agreement (FAA) and should be regularly updated as needed. Further calculation instructions and an example can be found by clicking the SectionInstructions link under Info header in the left-side menu. 3.3.1 Is the December 31 Ending Balance in your Replacement Fund above, (#3.2.6) equal to, or greater than the amount that should be in it (#3.3)? Yes No If No, please explain. 0 4. Future Planning 4.1 During the next ten years, will you be involved in formal planning for upgrading, rehabilitating, or new construction of your treatment facility or collection system? Yes - If Yes, please provide major project information, if not already listed below. No Project # Project Description Estimated Cost Approximate Construction Year 1 The current discharge permit has a August 31, 2026 compliance date requirement for lower phosphorus limit. We are investigating a variety of options to meet the lower limit. Also, a new Facilities Planning Study has been completed. $120,000 2024 2 Construction has started on adding two new Backwash Filters and adding UV Disinfection. $5,700,000 2025 3 The current discharge permit has a August 31, 2026 compliance date requirement for lower phosphorus limit. We are investigating a variety of options to meet the lower limit. Also, a new Facilities Planning Study has been completed. $120,000 2024 4 Construction has started on adding two new Backwash Filters and adding UV Disinfection. $5,700,000 2025 5 The current discharge permit has a August 31, 2026 compliance date requirement for lower phosphorus limit. We are investigating a variety of options to meet the lower limit. Also, a new Facilities Planning Study has been completed. $120,000 2024 6 The current discharge permit has a August 31, 2026 compliance date requirement for lower phosphorus limit. We are investigating a variety of options to meet the lower limit. Also, a new Facilities Planning Study has been completed. $120,000 2024 7 The current discharge permit has a August 31, 2026 compliance date requirement for lower phosphorus limit. We are investigating a variety of options to meet the lower limit. Also, a new Facilities Planning Study has been completed. $120,000 2024 5. Financial Management General Comments None at this time Page 72 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 ENERGY EFFICIENCY AND USE 6. Collection System 6.1 Energy Usage 6.1.1 Enter the monthly energy usage from the different energy sources: COLLECTION SYSTEM PUMPAGE: Total Power Consumed Number of Municipally Owned Pump/Lift Stations: 1 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 392 February 324 March 344 April 396 May 350 June 436 July 405 August 379 September 347 October 337 November 419 December 485 Total 4,614 0 Average 385 0 6.1.2 Comments: 6.2 Energy Related Processes and Equipment 6.2.1 Indicate equipment and practices utilized at your pump/lift stations (Check all that apply): Comminution or Screening Extended Shaft Pumps Flow Metering and Recording Pneumatic Pumping SCADA System Self-Priming Pumps Submersible Pumps Variable Speed Drives Other: 6.2.2 Comments: 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Page 73 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Year: 2023 By Whom: Foth Infrastructure and Environment LLC Describe and Comment: Part of lift station study. 6.4 Future Energy Related Equipment 6.4.1 What energy efficient equipment or practices do you have planned for the future for your pump/lift stations? Address with WWTP upgrade 7. Treatment Facility 7.1 Energy Usage 7.1.1 Enter the monthly energy usage from the different energy sources: TREATMENT PLANT: Total Power Consumed/Month Electricity Consumed (kWh) Total Influent Flow (MG) Electricity Consumed/ Flow (kWh/MG) Total Influent BOD (1000 lbs) Electricity Consumed/ Total Influent BOD (kWh/1000lbs) Natural Gas Consumed (therms) January 129,757 27.30 4,753 63.77 2,035 5,369 February 109,620 24.94 4,395 76.47 1,434 4,212 March 99,634 42.04 2,370 71.98 1,384 3,418 April 114,774 43.29 2,651 116.43 986 1,979 May 94,100 39.65 2,373 103.32 911 1,031 June 112,588 33.02 3,410 86.07 1,308 422 July 113,365 30.79 3,682 68.85 1,647 326 August 111,179 44.84 2,479 90.80 1,224 178 September 104,987 28.60 3,671 81.15 1,294 403 October 101,656 32.19 3,158 92.57 1,098 520 November 127,309 27.87 4,568 81.33 1,565 2,267 December 139,635 33.35 4,187 92.63 1,507 5,149 Total 1,358,604 407.88 1,025.37 25,274 Average 113,217 33.99 3,475 85.45 1,366 2,106 7.1.2 Comments: None at this time 7.2 Energy Related Processes and Equipment 7.2.1 Indicate equipment and practices utilized at your treatment facility (Check all that apply): Aerobic Digestion Anaerobic Digestion Biological Phosphorus Removal Coarse Bubble Diffusers Dissolved O2 Monitoring and Aeration Control Effluent Pumping Page 74 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Fine Bubble Diffusers Influent Pumping Mechanical Sludge Processing Nitrification SCADA System UV Disinfection Variable Speed Drives Other: 7.2.2 Comments: 7.3 Future Energy Related Equipment 7.3.1 What energy efficient equipment or practices do you have planned for the future for your treatment facility? Address with Facility Upgrade 8. Biogas Generation 8.1 Do you generate/produce biogas at your facility? No Yes If Yes, how is the biogas used (Check all that apply): Flared Off Building Heat Process Heat Generate Electricity Other: 9. Energy Efficiency Study 9.1 Has an Energy Study been performed for your treatment facility? No Yes Entire facility Year: By Whom: Describe and Comment: Part of the facility Year: Page 75 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 By Whom: Describe and Comment: Total Points Generated Score (100 - Total Points Generated) Section Grade Page 76 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Sanitary Sewer Collection Systems 1. Capacity, Management, Operation, and Maintenance (CMOM) Program 1.1 Do you have a CMOM program that is being implemented? Yes No If No, explain: 1.2 Do you have a CMOM program that contains all the applicable components and items according to Wisc. Adm Code NR 210.23 (4)? Yes No (30 points) N/A If No or N/A, explain: 1.3 Does your CMOM program contain the following components and items? (check the components and items that apply) Goals [NR 210.23 (4)(a)] Describe the major goals you had for your collection system last year: Cleaning and Televising, Lateral/Manhole Inspections Did you accomplish them? Yes No If No, explain: Organization [NR 210.23 (4) (b)] Does this chapter of your CMOM include: Organizational structure and positions (eg. organizational chart and position descriptions) Internal and external lines of communication responsibilities Person(s) responsible for reporting overflow events to the department and the public Legal Authority [NR 210.23 (4) (c)] What is the legally binding document that regulates the use of your sewer system? Sewer Use Ordinance If you have a Sewer Use Ordinance or other similar document, when was it last reviewed and revised? (MM/DD/YYYY) 2017-05-09 Does your sewer use ordinance or other legally binding document address the following: Private property inflow and infiltration New sewer and building sewer design, construction, installation, testing and inspection Rehabilitated sewer and lift station installation, testing and inspection Sewage flows satellite system and large private users are monitored and controlled, as necessary Fat, oil and grease control Enforcement procedures for sewer use non-compliance Operation and Maintenance [NR 210.23 (4) (d)] Does your operation and maintenance program and equipment include the following: Equipment and replacement part inventories Up-to-date sewer system map A management system (computer database and/or file system) for collection system information for O&M activities, investigation and rehabilitation Page 77 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 A description of routine operation and maintenance activities (see question 2 below) Capacity assessment program Basement back assessment and correction Regular O&M training Design and Performance Provisions [NR 210.23 (4) (e)] What standards and procedures are established for the design, construction, and inspection of the sewer collection system, including building sewers and interceptor sewers on private property? State Plumbing Code, DNR NR 110 Standards and/or local Municipal Code Requirements Construction, Inspection, and Testing Others: Overflow Emergency Response Plan [NR 210.23 (4) (f)] Does your emergency response capability include: Responsible personnel communication procedures Response order, timing and clean-up Public notification protocols Training Emergency operation protocols and implementation procedures Annual Self-Auditing of your CMOM Program [NR 210.23 (5)] Special Studies Last Year (check only those that apply): Infiltration/Inflow (I/I) Analysis Sewer System Evaluation Survey (SSES) Sewer Evaluation and Capacity Managment Plan (SECAP) Lift Station Evaluation Report Others: 0 2. Operation and Maintenance 2.1 Did your sanitary sewer collection system maintenance program include the following maintenance activities? Complete all that apply and indicate the amount maintained. Cleaning .2 % of system/year Root removal 0 % of system/year Flow monitoring 0 % of system/year Smoke testing 0 % of system/year Sewer line televising .1 % of system/year Manhole inspections 16.0 % of system/year Lift station O&M 2 # per L.S./year Manhole rehabilitation .1 % of manholes rehabbed Mainline rehabilitation 0 % of sewer lines rehabbed Private sewer inspections .1 % of system/year Private sewer I/I removal .1 % of private services Page 78 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 River or water crossings 0 % of pipe crossings evaluated or maintained Please include additional comments about your sanitary sewer collection system below: 3. Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 30.46 Total actual amount of precipitation last year in inches 34.3 Annual average precipitation (for your location) 46.25 Miles of sanitary sewer 1 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 3 Number of basement backup occurrences 3 Number of complaints 1.11 Average daily flow in MGD (if available) 2.05 Peak monthly flow in MGD (if available) Peak hourly flow in MGD (if available) 3.2 Performance ratios for the past year: 0.00 Lift station failures (failures/year) 0.00 Sewer pipe failures (pipe failures/sewer mile/yr) 0.00 Sanitary sewer overflows (number/sewer mile/yr) 0.06 Basement backups (number/sewer mile) 0.06 Complaints (number/sewer mile) 1.8 Peaking factor ratio (Peak Monthly:Annual Daily Avg) 0.0 Peaking factor ratio (Peak Hourly:Annual Daily Avg) 4. Overflows LIST OF SANITARY SEWER (SSO) AND TREATMENT FACILITY (TFO) OVERFLOWS REPORTED ** Date Location Cause Estimated Volume None reported ** If there were any SSOs or TFOs that are not listed above, please contact the DNR and stop work on this section until corrected. 5. Infiltration / Inflow (I/I) 5.1 Was infiltration/inflow (I/I) significant in your community last year? Yes No If Yes, please describe: Just in August do to heavy rain. 5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in your collection system, lift stations, or treatment plant at any time in the past year? Yes No If Yes, please describe: Page 79 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Had to pump treat sewage on the lawn. 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: None that I know of. 5.4 What is being done to address infiltration/inflow in your collection system? When we find them, we fix them. Total Points Generated Score (100 - Total Points Generated) Section Grade Page 80 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Grading Summary WPDES No: 0021806 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Influent BOD/CBOD TSS Ammonia Phosphorus Biosolids Staffing/PM OpCert Financial Collection TOTALS 0 0 GRADE POINT AVERAGE (GPA) = Notes: A = Voluntary Range (Response Optional) B = Voluntary Range (Response Optional) C = Recommendation Range (Response Required) D = Action Range (Response Required) F = Action Range (Response Required) Page 81 of 138 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2026 2025 Resolution or Owner's Statement Name of Governing Body or Owner: Date of Resolution or Action Taken: Resolution Number: Date of Submittal: ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR SECTIONS (Optional for grade A or B. Required for grade C, D, or F): Influent Flow and Loadings: Grade = Effluent Quality: BOD: Grade = Effluent Quality: TSS: Grade = Effluent Quality: Ammonia: Grade = Effluent Quality: Phosphorus: Grade = Biosolids Quality and Management: Grade = Staffing: Grade = Operator Certification: Grade = Financial Management: Grade = Collection Systems: Grade = (Regardless of grade, response required for Collection Systems if SSOs were reported) ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL GRADE POINT AVERAGE AND ANY GENERAL COMMENTS (Optional for G.P.A. greater than or equal to 3.00, required for G.P.A. less than 3.00) G.P.A. = Page 82 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2015 - 2025 CMAR data for Trend Line: PSF: y = 0x + 0 Page 83 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2015 - 2025 CMAR data for Trend Line: SPF: y = 0x + 0 Page 84 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2015 - 2025 CMAR data for Trend Line: SSO: y = 0x + 0 Page 85 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2015 - 2025 CMAR data for Trend Line: BB: y = 0x + 0 Page 86 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2015 - 2025 CMAR data for Trend Line: Complaints: y = 0x + 0 Page 87 of 138 Jackson Wastewater Treatment Plant Linear equations use 2015 - 2025 CMAR data for Trend Lines: PFR - Peak Hourly: y = -0.001078 x + 47.99 PFR - Peak Monthly: y = 0.000220 x -8.22 Page 88 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2004 - 2025 CMAR data for Trend Line: y = 0.000039 x -0.58 Page 89 of 138 Jackson Wastewater Treatment Plant Linear equation uses 2004 - 2025 CMAR data for Trend Line: y = 0.041434 x + 619.45 Page 90 of 138 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: Letter of Credit Reduction – Maple Fields Subdivision Phase 3 – Neumann Development Inc. in the amount of $707,841.10 Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: The Village of Jackson has received and reviewed the Letter of Credit reduction request in the amount of $707,841.10, as submitted by Neumann Development Inc., dated April 20, 2026, for the Maple Fields Subdivision Phase 3 subdivision. This reduction corresponds to the completion and installation of public improvements within Phase 3. Approval of this request will result in a $506,402.21 balance for the Phase 3 letter of credit, for the remaining public improvements which will need to be completed and verified. Let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the Letter of Credit reduction for Maple Fields Subdivision Phase 3 in the amount of $707,841.10. Page 91 of 138 NEUMANN DEVELOPMENTS, INC. * N27 W24025 PAUL CT. SUITE 100 * PEWAUKEE, WI 53072 262-542-9200 * FAX: 262-349-9324 * NEUMANNDEVELOPMENTSINC.COM April 20, 2026 Village of Jackson Jack Straehler, DPW N168 W19851 Main Street Jackson, WI 53037 Re: Request for Letter of Credit Reduction #1 Maple Fields Subdivision – Phase 3 Mr. Straehler: Neumann Developments, Inc. is hereby submitting this request, on behalf of Maple Fields, LLC, for a reduction in the Letter of Credit as issued Midland States Bank for the Maple Fields subdivision Phase 3 in accordance with the Development Agreement. The basis of this reduction is the completion of site utilities, with the exception of the sump lateral system which shall be installed following the curbs & roadway binder. We are requesting a reduction in the LOC for work completed as follows: Original LOC Amount $1,214,243.31 Current Reduction Request ($707,841.10) Proposed New LOC $506,402.21 This reduction is being requested in accordance with the work as completed on the project thru April 01, 2026. Please find the attached recap sheet outlining the amounts being requested above. The remaining amount is for sump laterals, roadway construction, asphalt, sidewalks, street trees and street lighting. If any additional information is required please feel free to contact me. Please forward a written authorization for the reduction to the Letter of Credit and I will coordinate with the lender as appropriate. Sincerely, Neumann Developments Kevin Anderson Project Manager Page 92 of 138 Maple Fields - Ph.3 Jackson, WI LOC Recap Original $ Prior Completed Current Completed Balance Sanitary Sewer 8" PVC SDR-35 Sanitary Sewer Main (Granular Backfill) 135,516.00 $ 135,516.00 -$ 6" PVC SDR-35 Sanitary Lateral 141,568.00 $ 141,568.00 -$ 48” Dia. Sanitary Manhole 28,200.00 $ 28,200.00 -$ Connection to Existing Sanitary Sewer 1,000.00 $ 1,000.00 -$ Sub-Total: 306,284.00 0.00 306,284.00 0.00 Water Main 8” PVC C-900 Class 235 Water Main (Granular Backfill) 110,880.00 110,880.00$ -$ 8" Gate Valve w/ Valve Box 6,000.00 6,000.00$ -$ Hydrant Assembly w/ 6” Valve 13,000.00 13,000.00$ -$ 1 1/2" Poly Water Service Line & Curb Stops 72,940.00 72,940.00$ -$ Connect to Existing Water 1,500.00 1,500.00$ -$ Sub-Total: 204,320.00 0.00 204,320.00 0.00 Storm Sewer 12” RCP Storm Sewer 18,744.00 18,744.00$ -$ 15" RCP Storm Sewer 17,640.00 17,640.00$ -$ 18" RCP Storm Sewer 1,425.00 1,425.00$ -$ 24" RCP Storm Sewer 25,201.00 25,201.00$ -$ 6" Sump Collector 19,475.00 19,475.00$ 6" PVC (sump laterals) 16,550.00 16,550.00$ Sump Clean Out 20,400.00 20,400.00$ 2x3 Precast Inlets w/Frame & Grate 20,800.00 20,800.00$ -$ 48" Dia. Precast Manhole (w/ sump) 19,600.00 19,600.00$ -$ 24" Pipe End Section 1,500.00 1,500.00$ -$ Sub-Total: 161,335.00 0.00 104,910.00 56,425.00 Curb, Gutter, Roadways, Lighting, Street Trees 9" Crushed Limeston Traffic Bond Base Course 54,079.50 54,079.50$ 30" Vertical Face Curb 58,776.75 58,776.75$ Bituminous Asphalt Pvmt. (Binder Course) 54,810.00 54,810.00$ Base Stone & Concrete Sidewalk 5" 85,030.00 85,030.00$ Milling, Paving Rings & Interim Inlets 27,511.00 27,511.00$ Bituminous Asphalt Pvmt. (Surface Course) 43,717.50 43,717.50$ Steet Lights - by the City of Jackson (paid by NDI) 20,000.00 20,000.00$ Street Trees (all phases of project) 40,000.00 40,000.00$ Sub-Total: $ 383,924.75 $ - $ - $ 383,924.75 Public Improvement Costs: 1,055,863.75$ -$ 615,514.00$ 440,349.75$ 15% Mark-up 158,379.56$ -$ 92,327.10$ 66,052.46$ Total LOC Amount 1,214,243.31$ -$ 707,841.10$ 506,402.21$ Public Improvements Letter of Credit Public Works Page 93 of 138 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: Proposal Review - Fiber to Public Parks, Municipal Wells, and Municipal Lift Station - Midwest Fiber Network in the Amount of $133,850.00 Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of a proposal received from Midwest Fiber Network to install fiber connections to two Village parks, three municipal wells, and the sanitary sewer lift station. During the 2026 budgeting process, the Board allocated and approved funding for this project. The proposal from Midwest Fiber Network totals $133,850.00, with the costs allocated as follows: • Water Utility Fund: $63,750.00 • Sewer Fund: $16,680.00 • Capital Projects Fund: $53,420.00 The amounts budgeted for the project were: • Water Utility Fund: $170,000.00 • Sewer Fund: $35,000.00 • Capital Projects Fund: $120,000.00 The proposal is within the amounts budgeted for the project. It is my recommendation that the Village move forward with the proposal from Midwest Fiber Network for the installation of fiber infrastructure at the identified facilities. Let me know if you have any questions. JS Recommendation: Board of Public Works recommends Budget and Finance Committee and Village Board approve the proposal from Midwest Fiber Network in the amount of $133,850.00. Page 94 of 138 Prepared by: Midwest Fiber Networks 6070 N Flint Road Glendale, WI 53209 Phone: 414-459-3556 rsteadman@midwestfibernetworks.com Quote: Village of Jackson - Dark Fiber Date: 05/11/2026 To: Village of Jackson Jack B. Straehler II Director of Public Works W194 N16660 Eagle Drive Jackson, WI 53037 Office: 262-677-0707 Cell: 262-305-5012 Email: jack.straehler@villageofjacksonwi.gov Term Product Price/ One Time Cost Dark Fiber - 6 sites - 2 strands per site 240 months N165 W20290 Hickory Lane = $21,300.00 240 months 2495 Sherman Rd = $16,680.00 240 months W208 N16898 N. Center Street = $42.230.00 240 months W223 N16450 Cedar Parkway = $35,535.00 240 months N173 W21905 Northwest Passage $28,215.00 240 months W204 N16901 Jackson Drive $32,120.00 Total One Time Cost $133,850.00 Payment Schedule for One Time Costs: 20% - Contract Execution 30% - Construction Phase 50% - Testing & Completion Turn Over This Quote Summary is confidential and may not be disclosed to third parties. It is non-binding unless and until the terms and conditions stated herein are incorporated into a signed order which is thereafter accepted by Midwest Fiber Networks, LLC. This quote will then be replaced by a formal agreement once negotiations are completed. Date QUOTE Authorized Signature MWFN estimated delivery date from contract signing is 90 - 120 +/- days. Depending on permitting. FCC & WI PSC tax is additional & added to monthly invoice MWFN shall extend the fiber from the penetration of the external wall to within 50 feet inside of the building. Any demarcation extension beyond 50 feet shall be the responsbility of the Customer. Cross-Connect fees not included if connecting to an MWFN POP - Responsbility of customer Locating Facilities on Private Property - Responsbility of the Customer Engineering Study Deposit - Non-Refundable - Confirms Route and final cost to project Page 95 of 138 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: Proposal Review - Jackson Park Security Cameras - Pros4 Technology in the Amount of $19,341.28 Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of a proposal received from Pros4 Technology for the installation of security cameras at Jackson Park. During the 2026 budgeting process, the Board allocated and approved funding in the amount of $75,000.00 for this project. The proposal submitted by Pros4 Technology totals $19,341.28 and includes all necessary parts and labor for the installation of the security camera system. In addition, a proposal was received from Midwest Fiber Network in the amount of $32,120.00 for the fiber infrastructure improvements necessary to support the project. The total cost to upfit Jackson Park with fiber and security cameras is $51,461.28. The combined proposals are within the amount budgeted for the project. Therefore, it is my recommendation that the Village move forward with the proposal from Pros4 Technology for the installation of security cameras at Jackson Park. Let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the proposal from Pros4 Technology in the amount of $19,341.28. Page 96 of 138 Prepared by: Pros 4 Technology David Becker david.becker@pros4tech.com Prepared for: Village of Jackson Public Works Jack Straehler jack.straehler@villageofjacksonwi.gov We have prepared a quote for you VOJ Jackson Park Cameras Quote # 001029 Version 1 Page 97 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Proprietary Notice & Non-Disclosure Statement Information contained in this document is provided under an exclusive, perpetual non-disclosure agreement and cannot be copied, transmitted, excerpted, or otherwise communicated to anyone without the prior written consent of Pros 4 Technology, Inc. This package contains proprietary and trade secret information. All data furnished in connection with this package is intended for use in evaluating potential business opportunities with Pros 4 Technology, Inc. and is considered proprietary information. Intended recipients of this document shall have the right to duplicate, use, or disclose the data contained herein to the extent necessary to perform their duties in the interest of formulating a business relationship with Pros 4 Technology, Inc., but may not use this information as the basis to obtain competitive quotes from other vendors. These restrictions do not limit the right to use information contained herein if said data is obtained from another source, without restriction. These restrictions apply to all media comprising this package. Page: 2 of 6 Page 98 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 NDAA Compliance Statement What is NDAA Section 889? Section 889 of the 2019 National Defense Authorization Act prohibits the federal government, government contractors, and grant and loan recipients from procuring or using certain “covered telecommunication equipment or services” that are produced by Huawei, ZTE, Hytera, Hikvision, and Dahua and their subsidiaries as a “substantial or essential component of any system, or as critical technology as part of any system.” Specifically, Sec. 889 has two specific phases of prohibition: Sec. 889(a)(1)(A) required the federal government, as of August 13, 2019, to not “procure or obtain or extend or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunication equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.” Sec. 889(a)(1)(B), which went into effect on August 13, 2020, prohibits the federal government from entering into or extending or renewing contracts with any entity that “uses any equipment, system, or service that uses covered telecommunication equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.” What does this mean? Per Section 889, any federal government, government contractors, or agency or organization who receives federal grant or loan money is required to follow NDAA compliance. This means cameras and telecommunications devices that are produced by Huawei, ZTE, Hytera, Hikvision, and Dahua and their subsidiaries are not allowed to be used. Pros 4 Technology and the NDAA Pros 4 Technology understands the importance of cybersecurity which is why we provide cameras and systems that are fully NDAA compliant. All camera listed on this estimate fall under NDAA and TAA compliance. Page: 3 of 6 Page 99 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Products Description Price Qty Ext. Price Alibi Vigilant 8MP 98 Feet Varifocal IllumiNite-IR Starlight+ IntelliSearch Vandal IP Turret Camera  8MP high-resolution 3840 x 2160 @ 30fps  2.8-12mm @ F1.2  111.5 to 54.1 degrees horizontal FOV to capture large areas  Smart IR up to 98 feet nighttime viewing  Color Attribute Collection  IntelliSearch Color Match Technology  Starlight+ technology - Color: 0.0005 Lux, 0 Lux with IR  130dB True Wide Dynamic Range (WDR)  Supports red & blue warning lights for Active Deterrence  Built-in mic and speaker  Audio I/O 1 in 1 out; Alarm 1 in/1 out  Micro SD, up to 512 GB  Supports Ultra 265, H.265, H.264, and MJPEG  ANR, NAS(NFS) Network Storage  IP67 weather-resistant rating  IK10 vandal resistant $623.49 12 $7,481.88 Alibi Vigilant Junction box for Metal Turret Camera $18.26 12 $219.12 MikroTik CSS610-8P-2S+IN 8-Port Gigabit PoE+ Managed Network Switch $332.05 3 $996.15 The SXTsq 5 ac is a compact and lightweight outdoor 5Ghz 802.11ac wireless device with an integrated antenna, perfect for point-to-point links or as a CPE unit. The device includes one 10/100/1000 Mbit Ethernet port to fully utilize speeds that 802.11ac p $80.00 8 $640.00 Zyxel GS1900-10HP 8-port PoE+ with [2] Gigabit SFP slots $219.00 2 $438.00 Steel Wall Box 6 x 16 x 12in Pebble Gray Bracket Mount IP66 $115.00 3 $345.00 1U Rack Shelf $49.00 2 $98.00 Digital Watchdog Spectrum IPVMS - License - 10 IP Camera $1,088.85 1 $1,088.85 Digital Watchdog Spectrum IPVMS - License - 1 IP Camera $108.89 2 $217.78 Page: 4 of 6 Page 100 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Products Description Price Qty Ext. Price Wire and Supplies $1,536.50 1 $1,536.50 Subtotal: $13,061.28 Services Description Price Qty Ext. Price Wiring & Install Labor $4,280.00 1 $4,280.00 Programming and Setup Labor $2,000.00 1 $2,000.00 Subtotal: $6,280.00 Page: 5 of 6 Page 101 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 VOJ Jackson Park Cameras Quote Information: Prepared for: Prepared by: Quote #: 001029 Village of Jackson Public Works Pros 4 Technology Version: 1 Delivery Date: 05/13/2026 Expiration Date: 05/27/2026 W194N16660 Eagle Drive Jackson, WI 53037 Jack Straehler (262) 677-9001 jack.straehler@villageofjacksonwi.gov David Becker 920-400-1279 david.becker@pros4tech.com Quote Summary Description Amount Products $13,061.28 Services $6,280.00 Total: $19,341.28 Sales Tax will be added when applicable, hardware will be billed before ordering, labor will be billed after completion, prices and specifications subject to change. Although we strive to be as accurate as possible, this estimate is an approximation and is not guaranteed. The estimate is based on information provided from the client regarding project requirements and what we could see during the initial walk through. Actual costs may change once the project starts due to unforeseen circumstances, any need for changes, or any changes requested by the client. Prior to any changes of cost, the client will be notified. Pros 4 Technology Village of Jackson Public Works Signature: Name: David Becker Title: Director of Operations Date: 05/13/2026 Signature: Name: Jack Straehler Date: Page: 6 of 6 Page 102 of 138 IPVM Designer Calculation | May 13, 2026 Overview Camera 1 Page 103 of 138 Camera 2 Camera 3 Page 104 of 138 Camera 4 Camera 5 Page 105 of 138 Camera 6 Camera 7 Page 106 of 138 Camera 8 Camera 9 Page 107 of 138 Camera 10 Camera 11 Page 108 of 138 Camera 12 This presentation is an output of the IPVM Designer / Calculator but is the work product of the individual who created it. IPVM does not guarantee nor warranty the work therein nor its implementation. Issues that may impact actual performance include but are not limited to lighting conditions, lens quality, and compression level. Page 109 of 138 Key Features: • 8MP high-resolution 3840 x 2160 @ 30fps • 2.8-12mm @ F1.2 • 111.5 to 54.1 degrees horizontal FOV to capture large areas • Smart IR up to 98 feet nighttime viewing • Color Attribute Collection • IntelliSearch Color Match Technology • Starlight+ technology - Color: 0.0005 Lux, 0 Lux with IR • 130dB True Wide Dynamic Range (WDR) • Supports red & blue warning lights for Active Deterrence • Built-in mic and speaker • Audio I/O 1 in 1 out; Alarm 1 in/1 out • Micro SD, up to 512 GB • Supports Ultra 265, H.265, H.264, and MJPEG • ANR, NAS(NFS) Network Storage • IP67 weather-resistant rating • IK10 vandal resistant • NDAA Compliant • One-click Cloud firmware updating VIGILANT PERFORMANCE SERIES Alibi Vigilant 8MP 98 Feet IllumiNite-IR Starlight+ IntelliSearch Vandal IP Varifocal Turret Camera w/Built-in Mic and Speaker Specifications Camera Max Resolution 8 MP Sensor 1/1.8" CMOS Min. Illumination Color: 0.0005 Lux (F1.0, AGC ON) Day/Night IR-cut filter with auto switch (ICR) Shutter Auto/Manual, 1 to 1/100000 s Adjustment Angle Pan: 0° to 360°, Tilt: 0° to 75°, Rotate: 0° to 360° S/N > 56 dB WDR 130 dB Meets federal government technical requirements NDAA PRODUCTTECHNICAL REQUIREMENTS ALI-PT80-VLUZAIS-D Page 110 of 138 Lens Focal Length 2.8 to 12 mm Iris Type Fixed Iris F1.2 Field of View (H) 111.5° to 54.1° Field of View (V) 60.2° to 30.6° Field of View (D) 128.7° to 61.9° Lens Type Motorized DORI DORI Distance (Lens) 2.8 to 12 mm DORI Distance (Detect) 63.0 m to 270.0 m (206.7 ft. to 885.8 ft) DORI Distance (Observe) 25.2 m to 108.0 m (82.7 ft. to 354.3 ft) DORI Distance (Recognize) 12.6 m to 54.0 m (41.3 ft. to 177.2 ft) DORI Distance (Identify) 6.3 m to 27.0 m (20.7 ft. to 88.6 ft) Illuminator Supplemental Light Dual light Illumination Distance (IR) 30 m (98.4 ft) Illumination Distance (Warm Light) 30 m (98.4 ft) IR On/Off Control Auto/Manual Wavelength 850 nm Light On/Off Control Auto/Manual Video Video Compression Ultra 265, H.265, H.264, MJPEG H.264 Code Profile Baseline profile, Main profile, High profile Frame Rate-Main Stream 8 MP (3840 × 2160), max. 30 fps; 5 MP (3072 × 1728), max. 30 fps; 4 MP (2560 × 1440), max. 30 fps; 1080P (1920 × 1080), max. 30 fps; 720P (1280 × 720), max. 30 fps Frame Rate-Sub Stream 1080P (1920 × 1080), max. 30 fps; 720P (1280 × 720), max. 30 fps; D1 (720 × 576), max. 30 fps; 640 × 360, max. 30 fps; 2CIF (704 × 288), max. 30 fps; CIF (352 × 288), max. 30 fps Frame Rate-Third Stream D1 (720 × 576), max. 30 fps; 640 × 360, max. 30 fps; 2CIF (704 × 288), max. 30 fps; CIF (352 × 288), max. 30 fps Video Bit Rate 128 Kbps to 16 Mbps U-code Support OSD Up to 8 OSDs Privacy Mask Up to 4 areas ROI Support Video Stream Triple streams Image White Balance Auto, Outdoor, Fine tune, Sodium lamp, Locked, Auto2 Digital Noise Reduction 2D/3D DNR Smart Illumination Support Auto Scene Match (ASM) Support Flip Normal, Flip vertical, Flip horizontal, 180°, 90° Clockwise, 90° Anti-clockwise Dewarping N/A HLC Support BLC Support Defog Digital defog Page 111 of 138 Intelligent Smart Intrusion Prevention Cross line detection, intrusion detection, enter area detection, leave area detection (support false alarm filtering and the classification of human, non-motor vehicle and vehicle) Statistical Analysis N/A People Counting Support people flow counting and crowd density detection Attribute Collection SIP with color retrieval Events Basic Detection Motion detection, Ultra motion detection, Tampering alarm, Audio detection, Object removed, Object Left Behind General Function Watermark, IP address filtering, Access policy, ARP protection, RTSP authentication, User authenti- cation, HTTP authentication, Alarm input, Alarm output Audio Audio Compression G.711U, G.711A Audio Bitrate 64 Kbps Two-way Audio Support Suppression Support Sampling Rate 8 kHz Storage Edge Storage MicroSD, up to 512 GB Network Storage ANR, NAS (NFS) Network Protocols IPv4, IPv6, IGMP , ICMP , ARP , TCP , UDP , DHCP , PPPoE, RTP , RTSP , RTCP , RTMP , DNS, DDNS, NTP , UPnP , HTTP , HTTPS, SMTP , 802.1x, SNMP , QoS, SSL/TLS, SSH Compatible Integration ONVIF (Profile S, Profile G, Profile T, Profile M), API, SDK User/Host Up to 32 users. 3 user levels: administrator, common user and operator Client Alibi Vigilant CMS, APP Web Browser Plug-in required live view: IE 10+, Chrome 45+, Firefox 52+, Edge 79+, Plug-in free live view: Chrome 57+, Firefox 58+, Edge 16+ Interface Audio I/O 1 Input: impedance 35 kΩ, amplitude 2 V [p-p], 1 Output: impedance 600 Ω, amplitude 2 V [p-p] Alarm I/O 1/1 Serial Port N/A Built-in Mic Built-in dual-mic Built-in Speaker Support WIFI N/A Network 1 × RJ45 10 M/100 M Base-TX Ethernet Video Output N/A Certification EMC CE-EMC (EN 55032, EN 61000-3-3, EN IEC 61000-3-2, EN 50130-4) FCC (FCC 47 CFR part15 B) Safety CE-LVD (EN 62368-1) UL/CUL (UL 62368-1, CAN/CSA C22.2 No. 62368-1) Environment CE-RoHS (2011/65/EU ; (EU) 2015/863) ; WEEE (2012/19/EU) Protection IP67 (IEC 60529) IK10 (IEC 62262) NEMA 4X Page 112 of 138 General Power DC 12 V±25%, PoE (IEEE 802.3af) Power Consumption Max. 7.0 W Power Interface Ø5.5 mm coaxial power plug Dimensions Ø128.7 mm × 110.3 mm (Ø5.1” × 4.3” ) (Ø × H) Weight 0.99 kg (2.18 lb) Material Metal Working Environment -40 to 60C degrees (-40 to 140F), Humidity: ≤ 95% RH (non-condensing) Storage Environment -40 to 60C degrees (-40 to 140F), Humidity: ≤ 95% RH (non-condensing) Surge Protection 4 KV Reset Button Support Web Client Language 20 Languages: Traditional Chinese, English, Simplified Chinese, Polish, German, Russian, French, Korean, Dutch, Czech, Portuguese (Europe), Portuguese (Brazil), Japanese, Thai, Turkish, Spanish (Latin America), Spanish (Europe), Hungarian, Italian, Vietnamese Page 113 of 138 Accessories ALI-JB03-H-IN-V2 Junction Box for Metal Turret Camera (Support wiring from behind) ALI-A01-IN Waterproof Cable Gland ALI-UP06-C-IN-V2 Pole Mounting Bracket for Bullet Junction Box Only Dimensions ALI-WM03-B-IN-V2 Wall Mounting Assembling Bracket for 3 Inch Hemisphere ALI-JB07/WM03-F-IN-V2 Wall Mounting Assembling Bracket with Back Hole for 3 Inch Hemisphere ALI-UC08-C-V2 Bullet&Dome Corner Mounting Bracket Page 114 of 138 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: Proposal Review - Hickory Lane Park Security Cameras - Pros4 Technology in the Amount of $12,800.87 Meeting Date: May 26, 2026 – Board of Public Works Background and Analysis: This memo is to inform the Board of a proposal received from Pros4 Technology for the installation of security cameras at Hickory Lane Park. During the 2026 budgeting process, the Board allocated and approved funding in the amount of $45,000.00 for this project. The proposal submitted by Pros4 Technology totals $12,800.87 and includes all necessary parts and labor for the installation of the security camera system. In addition, a proposal was received from Midwest Fiber Network in the amount of $21,300.00 for the fiber infrastructure improvements necessary to support the project. The total cost to upfit Hickory Lane Park with fiber and security cameras is $34,100.87. The combined proposals are within the amount budgeted for the project. Therefore, it is my recommendation that the Village move forward with the proposal from Pros4 Technology for the installation of security cameras at Hickory Lane Park. Let me know if you have any questions. JS Recommendation: Board of Public Works recommends the Budget and Finance Committee and Village Board approve the proposal from Pros4 Technology in the amount of $12,800.87. Page 115 of 138 Prepared by: Pros 4 Technology David Becker david.becker@pros4tech.com Prepared for: Village of Jackson Public Works Jack Straehler jack.straehler@villageofjacksonwi.gov We have prepared a quote for you VOJ Hickory Park Cameras Quote # 001006 Version 2 Page 116 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Proprietary Notice & Non-Disclosure Statement Information contained in this document is provided under an exclusive, perpetual non-disclosure agreement and cannot be copied, transmitted, excerpted, or otherwise communicated to anyone without the prior written consent of Pros 4 Technology, Inc. This package contains proprietary and trade secret information. All data furnished in connection with this package is intended for use in evaluating potential business opportunities with Pros 4 Technology, Inc. and is considered proprietary information. Intended recipients of this document shall have the right to duplicate, use, or disclose the data contained herein to the extent necessary to perform their duties in the interest of formulating a business relationship with Pros 4 Technology, Inc., but may not use this information as the basis to obtain competitive quotes from other vendors. These restrictions do not limit the right to use information contained herein if said data is obtained from another source, without restriction. These restrictions apply to all media comprising this package. Page: 2 of 6 Page 117 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 NDAA Compliance Statement What is NDAA Section 889? Section 889 of the 2019 National Defense Authorization Act prohibits the federal government, government contractors, and grant and loan recipients from procuring or using certain “covered telecommunication equipment or services” that are produced by Huawei, ZTE, Hytera, Hikvision, and Dahua and their subsidiaries as a “substantial or essential component of any system, or as critical technology as part of any system.” Specifically, Sec. 889 has two specific phases of prohibition: Sec. 889(a)(1)(A) required the federal government, as of August 13, 2019, to not “procure or obtain or extend or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunication equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.” Sec. 889(a)(1)(B), which went into effect on August 13, 2020, prohibits the federal government from entering into or extending or renewing contracts with any entity that “uses any equipment, system, or service that uses covered telecommunication equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.” What does this mean? Per Section 889, any federal government, government contractors, or agency or organization who receives federal grant or loan money is required to follow NDAA compliance. This means cameras and telecommunications devices that are produced by Huawei, ZTE, Hytera, Hikvision, and Dahua and their subsidiaries are not allowed to be used. Pros 4 Technology and the NDAA Pros 4 Technology understands the importance of cybersecurity which is why we provide cameras and systems that are fully NDAA compliant. All camera listed on this estimate fall under NDAA and TAA compliance. Page: 3 of 6 Page 118 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Products Description Price Qty Ext. Price Alibi Vigilant 8MP 98 Feet Varifocal IllumiNite-IR Starlight+ IntelliSearch Vandal IP Turret Camera  8MP high-resolution 3840 x 2160 @ 30fps  2.8-12mm @ F1.2  111.5 to 54.1 degrees horizontal FOV to capture large areas  Smart IR up to 98 feet nighttime viewing  Color Attribute Collection  IntelliSearch Color Match Technology  Starlight+ technology - Color: 0.0005 Lux, 0 Lux with IR  130dB True Wide Dynamic Range (WDR)  Supports red & blue warning lights for Active Deterrence  Built-in mic and speaker  Audio I/O 1 in 1 out; Alarm 1 in/1 out  Micro SD, up to 512 GB  Supports Ultra 265, H.265, H.264, and MJPEG  ANR, NAS(NFS) Network Storage  IP67 weather-resistant rating  IK10 vandal resistant $623.49 7 $4,364.43 Alibi Vigilant Junction box for Metal Turret Camera $18.26 7 $127.82 Hanwha 4K Network Camera - Color - Bullet - White - 229.66 ft Infrared Night Vision - H.264, H.265, MJPEG, H.264H, H.264M, H.265M, H.265H - 3840 x 2160 - 6.91 mm- 214.70 mm Varifocal Lens - 31x Optical - 30 fps - CMOS - Gigabit Ethernet - USB - $2,181.54 1 $2,181.54 Steel Wall Box 6 x 16 x 12in Pebble Gray Bracket Mount IP66 $115.00 1 $115.00 1U Rack Shelf $49.00 1 $49.00 Zyxel GS1900-10HP 8-port PoE+ with [2] Gigabit SFP slots $219.00 2 $438.00 The SXTsq 5 ac is a compact and lightweight outdoor 5Ghz 802.11ac wireless device with an integrated antenna, perfect for point-to-point links or as a CPE unit. The device includes one 10/100/1000 Mbit Ethernet port to fully utilize speeds that 802.11ac p $80.00 2 $160.00 DW Spectrum Recording Licenses - 4 Camera Pack $435.54 2 $871.08 Page: 4 of 6 Page 119 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 Products Description Price Qty Ext. Price Wire and Supplies $694.00 1 $694.00 Subtotal: $9,000.87 Services Description Price Qty Ext. Price Wiring & Install Labor $2,800.00 1 $2,800.00 Programming and Setup Labor $1,000.00 1 $1,000.00 Subtotal: $3,800.00 Page: 5 of 6 Page 120 of 138 160 Vision Parkway Sheboygan Falls, WI 53085 pros4technology.com 920-400-1279 VOJ Hickory Park Cameras Quote Information: Prepared for: Prepared by: Quote #: 001006 Village of Jackson Public Works Pros 4 Technology Version: 2 Delivery Date: 05/13/2026 Expiration Date: 05/27/2026 W194N16660 Eagle Drive Jackson, WI 53037 Jack Straehler (262) 677-9001 jack.straehler@villageofjacksonwi.gov David Becker 920-400-1279 david.becker@pros4tech.com Quote Summary Description Amount Products $9,000.87 Services $3,800.00 Total: $12,800.87 Sales Tax will be added when applicable, hardware will be billed before ordering, labor will be billed after completion, prices and specifications subject to change. Although we strive to be as accurate as possible, this estimate is an approximation and is not guaranteed. The estimate is based on information provided from the client regarding project requirements and what we could see during the initial walk through. Actual costs may change once the project starts due to unforeseen circumstances, any need for changes, or any changes requested by the client. Prior to any changes of cost, the client will be notified. Pros 4 Technology Village of Jackson Public Works Signature: Name: David Becker Title: Director of Operations Date: 05/13/2026 Signature: Name: Jack Straehler Date: Page: 6 of 6 Page 121 of 138 IPVM Designer Calculation | May 13, 2026 Overview Camera 1 Page 122 of 138 Camera 2 Camera 3 Page 123 of 138 Camera 4 Camera 5 Page 124 of 138 Camera 6 Camera 7 Page 125 of 138 Camera 8 Camera 9 Page 126 of 138 Wireless Point to Point Wireless Access Point 2 This presentation is an output of the IPVM Designer / Calculator but is the work product of the individual who created it. IPVM does not guarantee nor warranty the work therein nor its implementation. Issues that may impact actual performance include but are not limited to lighting conditions, lens quality, and compression level. Page 127 of 138 Key Features: • 8MP high-resolution 3840 x 2160 @ 30fps • 2.8-12mm @ F1.2 • 111.5 to 54.1 degrees horizontal FOV to capture large areas • Smart IR up to 98 feet nighttime viewing • Color Attribute Collection • IntelliSearch Color Match Technology • Starlight+ technology - Color: 0.0005 Lux, 0 Lux with IR • 130dB True Wide Dynamic Range (WDR) • Supports red & blue warning lights for Active Deterrence • Built-in mic and speaker • Audio I/O 1 in 1 out; Alarm 1 in/1 out • Micro SD, up to 512 GB • Supports Ultra 265, H.265, H.264, and MJPEG • ANR, NAS(NFS) Network Storage • IP67 weather-resistant rating • IK10 vandal resistant • NDAA Compliant • One-click Cloud firmware updating VIGILANT PERFORMANCE SERIES Alibi Vigilant 8MP 98 Feet IllumiNite-IR Starlight+ IntelliSearch Vandal IP Varifocal Turret Camera w/Built-in Mic and Speaker Specifications Camera Max Resolution 8 MP Sensor 1/1.8" CMOS Min. Illumination Color: 0.0005 Lux (F1.0, AGC ON) Day/Night IR-cut filter with auto switch (ICR) Shutter Auto/Manual, 1 to 1/100000 s Adjustment Angle Pan: 0° to 360°, Tilt: 0° to 75°, Rotate: 0° to 360° S/N > 56 dB WDR 130 dB Meets federal government technical requirements NDAA PRODUCTTECHNICAL REQUIREMENTS ALI-PT80-VLUZAIS-D Page 128 of 138 Lens Focal Length 2.8 to 12 mm Iris Type Fixed Iris F1.2 Field of View (H) 111.5° to 54.1° Field of View (V) 60.2° to 30.6° Field of View (D) 128.7° to 61.9° Lens Type Motorized DORI DORI Distance (Lens) 2.8 to 12 mm DORI Distance (Detect) 63.0 m to 270.0 m (206.7 ft. to 885.8 ft) DORI Distance (Observe) 25.2 m to 108.0 m (82.7 ft. to 354.3 ft) DORI Distance (Recognize) 12.6 m to 54.0 m (41.3 ft. to 177.2 ft) DORI Distance (Identify) 6.3 m to 27.0 m (20.7 ft. to 88.6 ft) Illuminator Supplemental Light Dual light Illumination Distance (IR) 30 m (98.4 ft) Illumination Distance (Warm Light) 30 m (98.4 ft) IR On/Off Control Auto/Manual Wavelength 850 nm Light On/Off Control Auto/Manual Video Video Compression Ultra 265, H.265, H.264, MJPEG H.264 Code Profile Baseline profile, Main profile, High profile Frame Rate-Main Stream 8 MP (3840 × 2160), max. 30 fps; 5 MP (3072 × 1728), max. 30 fps; 4 MP (2560 × 1440), max. 30 fps; 1080P (1920 × 1080), max. 30 fps; 720P (1280 × 720), max. 30 fps Frame Rate-Sub Stream 1080P (1920 × 1080), max. 30 fps; 720P (1280 × 720), max. 30 fps; D1 (720 × 576), max. 30 fps; 640 × 360, max. 30 fps; 2CIF (704 × 288), max. 30 fps; CIF (352 × 288), max. 30 fps Frame Rate-Third Stream D1 (720 × 576), max. 30 fps; 640 × 360, max. 30 fps; 2CIF (704 × 288), max. 30 fps; CIF (352 × 288), max. 30 fps Video Bit Rate 128 Kbps to 16 Mbps U-code Support OSD Up to 8 OSDs Privacy Mask Up to 4 areas ROI Support Video Stream Triple streams Image White Balance Auto, Outdoor, Fine tune, Sodium lamp, Locked, Auto2 Digital Noise Reduction 2D/3D DNR Smart Illumination Support Auto Scene Match (ASM) Support Flip Normal, Flip vertical, Flip horizontal, 180°, 90° Clockwise, 90° Anti-clockwise Dewarping N/A HLC Support BLC Support Defog Digital defog Page 129 of 138 Intelligent Smart Intrusion Prevention Cross line detection, intrusion detection, enter area detection, leave area detection (support false alarm filtering and the classification of human, non-motor vehicle and vehicle) Statistical Analysis N/A People Counting Support people flow counting and crowd density detection Attribute Collection SIP with color retrieval Events Basic Detection Motion detection, Ultra motion detection, Tampering alarm, Audio detection, Object removed, Object Left Behind General Function Watermark, IP address filtering, Access policy, ARP protection, RTSP authentication, User authenti- cation, HTTP authentication, Alarm input, Alarm output Audio Audio Compression G.711U, G.711A Audio Bitrate 64 Kbps Two-way Audio Support Suppression Support Sampling Rate 8 kHz Storage Edge Storage MicroSD, up to 512 GB Network Storage ANR, NAS (NFS) Network Protocols IPv4, IPv6, IGMP , ICMP , ARP , TCP , UDP , DHCP , PPPoE, RTP , RTSP , RTCP , RTMP , DNS, DDNS, NTP , UPnP , HTTP , HTTPS, SMTP , 802.1x, SNMP , QoS, SSL/TLS, SSH Compatible Integration ONVIF (Profile S, Profile G, Profile T, Profile M), API, SDK User/Host Up to 32 users. 3 user levels: administrator, common user and operator Client Alibi Vigilant CMS, APP Web Browser Plug-in required live view: IE 10+, Chrome 45+, Firefox 52+, Edge 79+, Plug-in free live view: Chrome 57+, Firefox 58+, Edge 16+ Interface Audio I/O 1 Input: impedance 35 kΩ, amplitude 2 V [p-p], 1 Output: impedance 600 Ω, amplitude 2 V [p-p] Alarm I/O 1/1 Serial Port N/A Built-in Mic Built-in dual-mic Built-in Speaker Support WIFI N/A Network 1 × RJ45 10 M/100 M Base-TX Ethernet Video Output N/A Certification EMC CE-EMC (EN 55032, EN 61000-3-3, EN IEC 61000-3-2, EN 50130-4) FCC (FCC 47 CFR part15 B) Safety CE-LVD (EN 62368-1) UL/CUL (UL 62368-1, CAN/CSA C22.2 No. 62368-1) Environment CE-RoHS (2011/65/EU ; (EU) 2015/863) ; WEEE (2012/19/EU) Protection IP67 (IEC 60529) IK10 (IEC 62262) NEMA 4X Page 130 of 138 General Power DC 12 V±25%, PoE (IEEE 802.3af) Power Consumption Max. 7.0 W Power Interface Ø5.5 mm coaxial power plug Dimensions Ø128.7 mm × 110.3 mm (Ø5.1” × 4.3” ) (Ø × H) Weight 0.99 kg (2.18 lb) Material Metal Working Environment -40 to 60C degrees (-40 to 140F), Humidity: ≤ 95% RH (non-condensing) Storage Environment -40 to 60C degrees (-40 to 140F), Humidity: ≤ 95% RH (non-condensing) Surge Protection 4 KV Reset Button Support Web Client Language 20 Languages: Traditional Chinese, English, Simplified Chinese, Polish, German, Russian, French, Korean, Dutch, Czech, Portuguese (Europe), Portuguese (Brazil), Japanese, Thai, Turkish, Spanish (Latin America), Spanish (Europe), Hungarian, Italian, Vietnamese Page 131 of 138 Accessories ALI-JB03-H-IN-V2 Junction Box for Metal Turret Camera (Support wiring from behind) ALI-A01-IN Waterproof Cable Gland ALI-UP06-C-IN-V2 Pole Mounting Bracket for Bullet Junction Box Only Dimensions ALI-WM03-B-IN-V2 Wall Mounting Assembling Bracket for 3 Inch Hemisphere ALI-JB07/WM03-F-IN-V2 Wall Mounting Assembling Bracket with Back Hole for 3 Inch Hemisphere ALI-UC08-C-V2 Bullet&Dome Corner Mounting Bracket Page 132 of 138 1 Public Works Report May 26, 2026 Wastewater Treatment Plant - Designed Capacity – 1.69 million gallons per day Peak Flow Capacity – 6.0 million gallons per day Wastewater Treatment Plant Flows - 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 Flows - 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 1.038 MGD 730,000 GPD 1,420,000 MGD November 929,000 GPD 760,000 GPD 1,080,000 MGD December 1,075 MGD 780,000 GPD 1,560,000 MGD Wastewater Treatment Plant Flows - Year 2026 Month Average Flow Minimum Flow Maximum Flow January 1.203 MGD 830,000 GPD 1,700,000 MGD February 1.020 MGD 800,00 GPD 1,480,000 MGD March 1.532 MGD 970,000 GPD 2,250,000 MGD April 2.095 MGD 1,230,000 GPD 4,300,000 MGD May June July August September October November December Page 133 of 138 2 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 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 Gallons 2,500 Gallons 268,400 Gallons $19,819.00 October 1,700,600 Gallons 4,500 Gallons 17,400 Gallons 479,250 Gallons $30,211.25 November 1,592,850 Gallons 8,200 Gallons 297,850 Gallons $23,866.75 December 1,908,200 Gallons 4,250 Gallons 128,650 Gallons $22,553.25 Page 134 of 138 3 2026 Wastewater Treatment Plant – Holding & Septage Receiving Annually by Month Month Holdings Grease Grease Decant Septage Septage Decant Total Billed January 1,455,600 Gallons 1,750 Gallons 75,700 Gallons $16,518.50 February 1,032,250 Gallons 2,000 Gallons 84,200 Gallons $12,547.50 March 1,239,500 Gallons 4,500 Gallons 89,950 Gallons $14,913.75 April 1,601,050 Gallons 13,900 Gallons 269,750 Gallons $23,588.25 May June July August September 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 $217,002.75 2026 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 249,538,201 gallons 2026 Total Pumpage 123,123,123 gallons Page 135 of 138 4 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 813,520 GPD 1,196,000 Gallons 25,219,000 Gallons November 702,300 GPD 912,000 Gallons 21,069,000 Gallons December 667,580 GPD 842,000 Gallons 20,695,000 Gallons Municipal Water Consumption - Year 2026 Month Average Pumpage Highest Pumpage Total Pumpage January 668,810 GPD 816,000 Gallons` 20,733,000 Gallons February 619,430 GPD 836,000 Gallons 18,583,000 Gallons March 669,248 GPD 964,000 Gallons 20,551,000 Gallons April 725,300 GPD 867,000 Gallons 21,759,000 Gallons May June July August September October November December Page 136 of 138 5 Midwest Fiber Network The Installation of Midwest Fiber Network equipment has continued throughout the Village and is progressing steadily. Crews remain active in multiple areas, and overall progress has been significant. All complaints have been handled promptly, and the project is moving forward as planned. Cedar Run Park – Dog Park Project Crews have returned to the site and continue laying gravel on the paths. As of May 8, only one remaining trail along the wetland boundary still needs to be filled with gravel. Staff, along with Lowe Underground, Inc., were onsite for a proof roll. Staff communicated that they would like to see the ground firm up further and have the area proof rolled one additional time before any mulch is installed. We are hopeful this will occur naturally as the property continues to dry out. Staff are also working with contractors to finalize proposals for fencing, gates, and latches. Once finalized, crews will begin fence installation where conditions allow. Additionally, staff have requested that extra fabric be installed between the stone path base and the decorative mulch. The Village Board will see a change order request related to this addition. This improvement is intended to support long-term path maintenance and help separate the stone base from the mulch over time. WWTP Aeration Basin Upgrades / Service Building Upgrades Bids for the 2026 Aeration Basin Upgrade Project were received, reviewed by the Board of Public Works, and formally submitted to the Village Board. The bids for the project were subsequently rejected, and the aeration basin upgrades have now been incorporated into the 2027 Service Building Upgrade Project. It is currently planned that both the Aeration Basin Upgrades and the Service Building Upgrades will be submitted to the DNR for review prior to the September 30 deadline. In addition, the project is anticipated to be funded through the Clean Water Loan reimbursement program. Maple Fields Subdivision Phase 3 – Neumann Developments’ contractor has completed installation of the water main, including laterals, as well as the sanitary sewer main and laterals. The storm sewer system has also been installed, with some laterals remaining incomplete. A subgrade proof roll was conducted on May 18, with minor undercutting required. Crews anticipate placing the road base by the end of the week, with curb and gutter installation scheduled for the week of May 25. Once curb and gutter installation is complete, crews anticipate asphalt paving in mid-June, along with completion of the remaining storm sewer work. 2026 Street Reconstruction Projects A utility conflict coordination meeting was held on May 7, followed by a preconstruction meeting on May 14. At this time, coordination with Midwest Fiber Network is ongoing to finalize the schedule for relocation of the conflicting utility. We Energies is expected to be on site from Friday , May 22 through Friday, June 12 to complete the underground gas utility relocation. Work will begin on Linden Drive, then proceed to Hawthorn Drive, and finally Eagle Drive. The construction crew is expected to begin storm sewer work on Tuesday, May 26. Construction activities will start on Aspen Drive and continue to Linden Drive, Hawthorn Drive, and Eagle Drive. 2026 Streetlight Project A proposal from KL Engineering was reviewed and presented to the committee in March and was subsequently approved and awarded by the Village Board in April. The project includes the transition of streetlights from We Energies ownership to Village ownership along the 2025 project corridor, which encompasses Ridgeway Drive between Georgetown Drive and Willow Ridge Drive, including Chestnut Court, as well as Hickory Lane between Pine Drive and the Cedar Creek Bridge. Initial concept design plans and construction cost estimates have been received and are currently under review. The project is anticipated to be advertised for bid in summer 2026, with substantial completion expected in fall 2026. Page 137 of 138 6 Tower Drive – Water Tower Rehabilitation Project A community survey featuring three color options was posted on Facebook for 24 hours on Saturday, March 28 regarding the Tower Drive water tower. The community selected an all navy blue design with bright white lettering. Crews from Wave Communications will be on site the week of May 18 to remove obsolete equipment from the tower. They will also install protective wrapping on cables that must remain in place to support meter reading and water utility operating systems. Following this work, USG Water Works is scheduled to begin mobilization the week of June 1, weather permitting. Their scope includes minor repairs as well as blasting and repainting the interior and exterior of the water tower. The project is expected to take approximately six weeks to complete. Jackson Park – Pickleball & Tennis Courts Following a warranty walk-through conducted in Fall 2025, a defect was identified in the playing surface and reported to the general contractor. In coordination with the general contractor, subcontractor, Park and Recreation Director, Director of Public Works, and the consulting engineer, on- site meetings and field reviews were held. It was jointly determined that the most appropriate course of action was to leave the court in its existing condition throughout the fall and winter months. A follow -up site visit was conducted in Spring 2026 to reassess the defect and determine a repair approach. Repairs are scheduled for Summer 2026. This timing allowed for coordination between the subcontractor responsible for asphalt repairs and a secondary subcontractor responsible for recoating and surface color application. In addition, the work is dependent on favorable weather conditions and the availability of a non -occupied park to ensure proper installation and curing. Respectfully submitted, Jack Straehler, Director of Public Works Page 138 of 138