Village of Jackson - Board of Public Works — Agenda Packet

May 27, 2025 Board of Public Works Meeting Agenda VILLAGE OF JACKSON BOARD OF PUBLIC WORKS MEETING AGENDA Tuesday, May 27, 2025 at 6:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Approval of Minutes for the Board of Public Works Meeting of April 29, 2025 3. Pay Request #1 - Ridgeway Drive and Chestnut Court Reconstruction Project - Advanced Construction in the amount of $299,636.65 4. Pay Request #15 - Wastewater Treatment Plant Tertiary Filters and Disinfection Project - JH Hassinger in the amount of $501,760.55 5. Clean Water Fund Loan Request #12 - 2024 Wastewater Treatment Plant Project in the amount of $510,713.05 6. Review of 2024 Jackson Water Utility - Consumer Confidence Report (CCR) 7. Review of 2026 Capital Projects - Roads and Equipment 8. Resolution #25-18 Declaring Intent to Exercise Special Assessment - Hickory Lane 9. Resolution #25-19 A Resolution Adopting the 2024 Compliance Maintenance Annual Report for the Jackson Wastewater Treatment Facility 10. Director of Public Works Report 11. Citizens/Village Staff to address the Board of Public Works 12. Adjourn Persons with disabilities requiring special accommodations for attendance at the meeting should contact the Administration Department at the Jackson Municipal Complex at least one (1) business day prior to the meeting. It is possible that members of the Village Board may attend the above meeting. No action will be taken by any governmental body at this meeting other than the governmental body specifically referred to in this meeting notice. This notice is given so that members of the Village Board may attend the meeting without violating the open meeting law. Page 1 of 68 DRAFT Page 2 of 68 DRAFT Page 3 of 68 Cedarburg • Green Bay • Madison • Menomonie Community Infrastructure • Architecture • Environmental Services W61N497 Washington Avenue Cedarburg, WI 53013 262-204-2360 www.cedarcorp.com May 9, 2025 Village of Jackson N168 W20733 Main Street PO Box 637 Jackson, WI 53037 Attn: Mr. Jack Straehler II, Director of Public Works Subject: Contractor’s Application for Payment No. 1 Ridgeway Drive & Chestnut Court Reconstruction - REBID Cedar Project No. 05789-0020 Dear Mr. Straehler: Enclosed for your use in payment to Advance Construction in the amount of $299,636.65 is Contractor’s Application for Payment No. 1. Following your review and approval, please complete the application for payment forms within the areas reserved for the Owner. Thereafter, retain one copy for your records, provide the second copy to the Contractor with payment and provide the third copy to our office. Should you have any questions, please feel free to contact me at our Cedarburg office. Sincerely, CEDAR CORPORATION Douglas T. Kroes Senior Construction Manager Enclosed: As Noted Cc: Shane Kofler, Advance Construction Page 4 of 68 5/9/25 Page 5 of 68 Page 6 of 68 Page 7 of 68 Page 8 of 68 Page 9 of 68 Page 10 of 68 Page 11 of 68 Page 12 of 68 Page 13 of 68 Page 14 of 68 Page 15 of 68 Page 1 of 6 Drinking Water Report 2024 Consumer Confidence Report Jackson Water Utility W194 N16660 Eagle Dr Jackson, WI. 53037 jeff.kreutzinger@villageofjacksonwi.gov The Jackson Water Utility is pleased to provide you with the 2024 Drinking Water Report. We want to keep you informed about the quality of water and services that are delivered to you every day. We are committed to serving our users by meeting the daily challenges of providing a safe and adequate supply of water in all circumstances. WATER SOURCE - 100% ground water, obtained from five (5) active producing wells, which two (2) of the wells are artesian flowing. Other facilities include two (2) water towers for a combined storage capacity of 750,000 gallons and one (1) booster station. The utility uses chlorine as a disinfecting agent and adds a blended phosphate to the drinking water. This blend of phosphates is a sequestering agent used to control red water, discoloration, scale deposits, and corrosion of watermains, service lines and plumbing. Phosphorus is a major component in a person’s diet and is found in almost all foods. The National Sanitation Foundation and the Underwriters Laboratories approve this food grade formula for use in public drinking water. The utility also maintains a total of approximately 52 miles of water main and 3719 customers connected to those mains. In 2024, the water utility pumped a total of 233 million gallons of water. HEALTH and EDUCATION – The sources of drinking water, both tap water and bottled water, include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels through the ground, it dissolves naturally occurring minerals, and in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. All sources of drinking water are subject to potential contamination by constituents that are naturally occurring or are manmade. Those constituents can be microbes, organic or inorganic chemicals, or radioactive materials. Please remember that the presence of these constituents does not necessarily pose a health risk. The Jackson Water Utility routinely monitors for constituents in your drinking water according to Federal and State laws. The following table shows the results of our monitoring as of December 31 st, 2024. All drinking water may be reasonably expected to contain at least small amounts of some constituents. Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by cryptosporidium and other microbiological contaminants are available from the Safe Drinking Water Hotline 1-800-426-4791. WATER SYSTEM INFORMATION AND OPPORTUNITIES FOR INPUT - The Jackson Water Utility is pleased to report that the drinking water is safe and meets federal and state requirements. If you have any questions about this report or your water utility, please contact Jack Straehler, Director of Public Works or Jeff Kreutzinger, Water/Sewer Superintendent at 262-677-0707ext 714. The Jackson Water Utility wants the valued customers to be informed about their water utility. In the continuing efforts to maintain a safe and dependable water supply, there may be times necessary to make improvements to the water system. The costs of these improvements may be reflected in the rate structure. Rate adjustments may be necessary in order to address these improv ements. Also, you are invited to attend any of our regularly scheduled Village Board meetings. Village board meets the second Tuesday of each month at 7:30 PM, and the Board of Public Works meets the last Tuesday of each month at 6:00 PM. Page 16 of 68 Page 2 of 6 Thank you for allowing the Jackson Water Utility to continue providing you with clean, quality water. The Jackson Water Utility works around the clock to provide top quality water to every tap. We ask that all our customers help us protect our water sources, which is the heart of our community, our way of life and our children’s future. DEFINITIONS - In this table you will find many terms and abbreviations you might not be familiar with. To help you better understand these terms we've provided the following definitions: Non-Detects (ND) - laboratory analysis indicates that the constituent is not present. Parts per million (ppm) or Milligrams per liter (mg/l) - one part per million corresponds to one minute in two years or a single penny in $10,000. Parts per billion (ppb) or Micrograms per liter (ug/l) - one part per billion corresponds to one minute in 2,000 years, or a single penny in $10,000,000. Parts per trillion (ppt) or Nanograms per liter (nanograms/ l) - one part per trillion corresponds to one minute in 2,000,000 years, or a single penny in $10,000,000,000. Parts per quadrillion (ppq) or Picograms per liter (picograms/ l) - one part per quadrillion corresponds to one minute in 2,000,000,000 years or one penny in $10,000,000,000,000. Picocuries per liter (pCi/ L) - picocuries per liter is a measure of the radioactivity in water. Millirems per year (mrem/ yr) - measure of radiation absorbed by the body. Million Fibers per Liter (MFL) - million fibers per liter is a measure of the presence of asbestos fibers that are longer than 10 micrometers. Nephelometric Turbidity Unit (NTU) - nephelometric turbidity unit is a measure of the clarity of water. Turbidity in excess of 5 NTU is just noticeable to the average person. Action Level (AL) the concentration of a contaminant, which, if exceeded, triggers treatment or other requirements that a water system must follow. Treatment Technique (TT) - (mandatory language) A treatment technique is a required process intended to reduce the level of a contaminant in drinking water. Maximum Contaminant Level - (mandatory language) The “Maximum Allowed” (MCL) is the highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. Maximum Contaminant Level Goal - (mandatory language) The “Goal”(MCLG) is the level of a contaminant in drinking water below that there is no known or expected risk to health. MCLG’s allow for a margin of safety. Maximum residual disinfectant level – (MRDL) The highest level of disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfection is necessary for control of microbial contaminants. Maximum residual disinfectant level goal – (MRDLG) The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLG’s do not reflect the benefits of the use of disinfectants to control microbial contaminants. MCL’s are set at very stringent levels. To understand the possible health effects described for many regulated constituents, a person would have to drink 2 liters of water every day at the MCL level for a lifetime to have a one-in-a- million chance of having the described health effect. Total Coliform: The Total Coliform Rule (TCR) requires water systems to meet a stricter limit for coliform bacteria. Coliform bacteria are usually harmless, but their presence in water can be an indication of disease-causing bacteria. When coliform bacteria are found, special follow-up tests are done to determine if harmful bacteria are present in the water supply. If this limit is exceeded, the water supplier must notify the public by newspaper, television or radio. To comply with the stricter regulation, we have increased the average amount of chlorine in the distribution system. Page 17 of 68 Page 3 of 6 Nitrates: As a precaution we always notify physicians and health care providers in this area if there is ever a higher than normal level of nitrates in the water supply. Lead: Lead in drinking water is rarely the sole cause of lead poisoning, but it can add to a person's total lead exposure. All potential sources of lead in the household should be identified and removed, replaced or reduced. Hardness: Water described as "hard" is high in dissolved minerals, specifically calcium and magnesium. Hard water is not a health risk, but a nuisance because of mineral buildup on plumbing fixtures and poor soap and/or detergent performance. What is the hardness level of Jackson's Municipal Water System? Jackson's water hardness is 22 grains/gallon or 380 parts/million; the iron content is 0.4 milligrams per liter or 1/2 part/million. Detected Contaminants Your water was tested for many contaminants last year. We are allowed to monitor for some contaminants less frequently than once a year. The following tables list only those contaminants which were detected in your wa- ter. If a contaminant was detected last year, it will appear in the following tables without a sample date. If the contaminant was not monitored last year, but was detected within the last 5 years, it will appear in the tables below along with the sample date. Disinfection Byproducts Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2024) Viola- tion Typical Source of Con- taminant HAA5 (ppb) B- 11 60 60 2 2 No By-product of drinking water chlorination TTHM (ppb) B- 11 80 0 3.1 3.1 No By-product of drinking water chlorination Inorganic Contaminants Contami- nant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2024) Vio- la- tion Typical Source of Contaminant ARSENIC (ppb) 10 n/a 7 2 - 7 9/11/2023 No Erosion of natural deposits; Runoff from orchards; Runoff from glass and electronics production wastes BARIUM (ppm) 2 2 0.079 0.066 - 0.079 9/11/2023 No Discharge of drilling wastes; Dis- charge from metal refineries; Ero- sion of natural deposits FLUORIDE (ppm) 4 4 0.2 0.2 - 0.2 9/11/2023 No Erosion of natural deposits; Water additive which promotes strong teeth; Discharge from fertilizer and aluminum factories Page 18 of 68 Page 4 of 6 Contami- nant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2024) Vio- la- tion Typical Source of Contaminant NICKEL (ppb) 100 1.4000 0.0000 - 1.4000 9/11/2023 No Nickel occurs naturally in soils, ground water and surface waters and is often used in electroplating, stainless steel and alloy products. NITRATE (N03-N) (ppm) 10 10 2.80 0.00 - 2.80 9/11/2023 No Runoff from fertilizer use; Leach- ing from septic tanks, sewage; Ero- sion of natural deposits SODIUM (ppm) n/a n/a 21.00 8.40 - 21.00 9/11/2023 No n/a Contami- nant (units) Action Level MCLG 90th Per- centile Level Found # of Results Sample Date (if prior to 2024) Vio- la- tion Typical Source of Contami- nant COPPER (ppm) AL=1.3 1.3 0.5300 0 of 20 results were above ac- tion level. No Corrosion of household plumb- ing systems; Erosion of natural deposits; Leaching from wood preservatives LEAD (ppb) AL=15 0 2.40 1 of 20 results were above the action level. No Corrosion of household plumb- ing systems; Erosion of natural deposits Radioactive Contaminants Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2023) Viola- tion Typical Source of Contaminant GROSS ALPHA, EXCL. R & U (pCi/l) 15 0 2.1 0.0 - 2.1 9/15/2020 No Erosion of natural deposits RADIUM, (226 + 228) (pCi/l) 5 0 1.3 0.0 - 1.3 9/15/2020 No Erosion of natural deposits COMBINED URA- NIUM (ug/l) 30 0 0.6 0.0 - 0.6 10/19/2020 No Erosion of natural deposits Additional Health Information While your drinking water meets USEPA's standard for arsenic, it does contain low levels of arsenic. USEPA's standard balances the current understanding of arsenic's possible health effects against the costs of removing arsenic from drinking water. USEPA continues to research the health effects of low levels of arsenic, which is a mineral known to cause cancer in humans at high concentrations and is linked to other health effects such as skin damage and circulatory problems. Page 19 of 68 Page 5 of 6 If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. Jackson Waterworks is responsible for providing high quality drinking water but cannot con- trol the variety of materials used in plumbing components. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline or at www.epa.gov/safewater/lead. Other Compliance Other Drinking Water Regulations Violations Description of Violation Date of Violation Date Violation Resolved Failed to develop an initial inventory for service line materials that meets federal requirements 10/17/2024 Actions Taken The Village of Jackson Water Utility continues to update the service line materials list. Exposure to lead in drinking water can cause serious health effects in all age groups. Infants and children can have decreases in IQ and attention span. Lead exposure can lead to new learning and behavior problems or exacerbate existing learning and behavior problems. The children of women who are exposed to lead before or during pregnancy can have increased risk of these adverse health effects. Adults can have increased risks of heart disease, high blood pressure, kidney or nervous system problems. Copper is an essential nutrient, but some people who drink water containing copper in excess of the action level over a relatively short amount of time could experience gastrointestinal distress. Some people who drink water containing copper in excess of the action level over many years could suffer liver or kidney damage. People with Wilsons Disease should consult their personal doctor. Unregulated Contaminants Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. EPA required us to participate in this monitoring. Contaminant (units) Level Found Range Sample Date (if prior to 2024) Lithium (ppb) 9.9 9.0– 9.9 Page 20 of 68 Page 6 of 6 We are required to monitor your drinking water for specific contaminants on a regular basis. Results of regular monitoring are an indicator of whether or not your drinking water meets health standards. During the compli- ance period noted in the above table, we did not complete all monitoring or testing for the contaminant(s) noted, and therefore cannot be sure of the quality of your drinking water during that time. Page 21 of 68 Page 1 Memo To: Jen Heidtke, Village Administrator From: Jack Straehler, Director of Public Works Subject: Part # 1 Proposed 2026 Capital Road Improvements Schedule Part # 2 Proposed 2026 Capital Public Works Vehicles and Equipment Schedule Date: 05/22/2025 CC: Board of Public Works; Budget and Finance; Village Board Part # 1 This memo is to inform you of proposed updates to the Capital Road Improvement Schedule based on current project planning needs. Eagle Drive Rescheduling Request I am requesting the Eagle Drive project be moved forward in the schedule from 2027 to 2026. Eagle Drive was last rated a (3) as of the rating in 2019. This adjustment would be possible due to the potential availability of funds, as the Hasmer Lake project that was scheduled for 2026 is now potentially being shifted to 2027. Advancing Eagle Drive in the schedule would allow us to use those funds effectively and support momentum in the capital improvement program, while also saving money by bidding for the work alongside Aspen, Linden, and Hawthorne. Open Schedule Years – 2027 and 2029 I am recommending that construction years 2027 and 2029 stay open on the schedule until after the PASER ratings are completed in the fall of 2025. The Village has not conducted PASER ratings since 2019. It is important to base our future road project priorities on accurate data. By leaving these years open it will provide flexibility to make informed project decisions based on the Village needs once the new ratings are available. Remaining Road Projects All other road segments previously laid out by former Director Brian Kober have been kept in the schedule to include a 5% annual lift. No other changes are proposed at this time. I appreciate your consideration of these schedule adjustments. I am happy to provide further information or discuss these recommendations in more detail. If you have any questions, please let me know. Page 22 of 68 Page 2 Part # 2 This memo is to inform you of proposed updates to the Public Works Capital Vehicle and Equipment Schedule based on current needs. As part of the ongoing capital planning efforts, staff have completed a comprehensive review of all major vehicles and equipment. This review involved input from (3) departments supervisors to evaluate operational needs, equipment conditions, and service requirements. Engineering • I am requesting that we send the former director’s vehicle a 2002 Buick Century to auction with an estimated sale price of $3,500.00. • I am requesting the replacement of the Engineer Tech vehicle currently a 2002 Chevrolet S-10. I project a replacement cost of $30,000.00. Upon replacement I recommend sending the current Chevrolet S-10 to auction with an estimated sale price of $3,500.00. The funds from the sale of both vehicles would help offset the cost of the new vehicle. Streets and Parks • I am requesting the replacement of the 2011 Vermeer BC1500 Brush Chipper. I project a replacement cost of approximately $110,000.00. Upon replacement I recommend sending the current unit to auction with an estimated sale price of $25,000.00. The funds from the sale would help offset the cost of the new replacement unit. • I am requesting the replacement of both the 2018 & 2019 Exmark Turf Mowers. I project a replacement cost of approximately $16,000.00 each. Upon replacement I would recommend that (1) of the current units stay in the fleet as a spare, and the other unit go to auction with an estimated sale price of $3,500.00. The funds from the sale would help offset the cost of the new replacement units. Water Utility • Currently I do not have any needs or recommendations for vehicle and equipment replacement in the 2026 schedule. Wastewater Utility • I am requesting the replacement of the 2002 Economy Scissors Lift. I project a replacement cost of approximately $25,000.00. Upon replacement I recommend sending the current unit to auction with an estimated sale price of $5,000.00. The funds from the sale would help offset the cost of the new replacement unit. • I am requesting replacement of the 2019 Toro Turf Mower. I project a replacement cost of approximately $16,000.00. Upon replacement I recommend the current unit go to auction with an estimated sale price of $3,500.00. The funds from the sale would help offset the cost of the new replacement unit. • I am requesting a new addition to our vehicle fleet. I propose the purchase of a new or used late model used pick-up truck for our Wastewater Treatment Plant Supervisor, as the current truck is used by seasonal staff 5 or 6 months a year. I propose a purchase price of approximately $35,000.00. These recommendations aim to ensure the Village’s equipment remains safe, reliable, and efficient. I appreciate your consideration of these schedule adjustments. I am happy to provide further information or discuss these recommendations in more detail. If you have any questions, please let me know. JS Page 23 of 68 Improvement Year Improvement Project Description of Project Limits Year Installed Road Rating Length of Project (ft) Cost per foot Construction Cost Engineering Design & Inspection Total Cost of Project Scope of Work Funding Source 2025 Chestnut Court Ridgeway Drive to Dead End 2002 2 422 $1,408.23 $594,273.06 $148,568.27 $742,841.33 Sanitary, Water, Storm with laterals, Streetlights Jackson Sewer and Water Utilities & General Fund 2025 Ridgeway Drive Chestnut Court to Willow Ridge Drive 1991 4 939 $1,408.23 $1,322,327.97 $330,581.99 $1,652,909.96 Sanitary, Water, Storm with laterals, Streetlights Jackson Sewer and Water Utilities & General Fund 2025 Hickory Lane Forest View Drive to Linden Drive 1987 3 3,265 $665.00 $2,171,225.00 $542,806.25 $2,714,031.25 Storm Ponds, Paving DNR Grants and General Fund 2026 Linden Drive Hickory Lane to Dead End 1991 3 581 $745.00 $432,845.00 $108,211.25 $541,056.25 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2026 Aspen Drive Hickory Lane to Dead End 1991 3 686 $745.00 $511,070.00 $127,767.50 $638,837.50 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2026 Hawthorne Drive Hickory Lane to Dead End 1991 4 739 $745.00 $550,555.00 $137,638.75 $688,193.75 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2026 Eagle Drive Hickory Lane to STH 60 2002 3 2,376 $745.00 $1,770,120.00 $442,530.00 $2,212,650.00 Manholes, ditch line with 5 ft paved shoulder, lights Jackson Sewer and General Fund 2027 XX XX XX $782.25 XX XX XX XX XX 2028 Industrial Drive STH 60 to north 2000 ft 2002 3 2,000 $821.36 $1,642,720.00 $410,680.00 $2,053,400.00 Sanitary, Water, Storm with laterals, Streetlights Jackson Sewer and Water Utilities & General Fund 2029 XX XX XX $862.43 XX XX XX XX XX 2030 Jackson Drive (South) 260 ft south of STH 60 to 1,000 ft south of 60 1986 6 740 $905.55 $670,107.00 $167,526.75 $837,633.75 Sanitary under creek, water main to 12 inch Jackson Sewer and Water Utilities 2031 Jackson Drive (North) STH 60 to Georgetown Drive 1978 3 528 $950.83 $502,038.24 $125,509.56 $627,547.80 Sanitary, Water, Storm with laterals, Streetlights Utilities and General Fund (school moves) 2032 Georgetown Drive Jackson Drive to Wilshire Drive 1993 3 1,109 $998.37 $1,107,192.33 $276,798.08 $1,383,990.41 Sanitary, Water, Storm with laterals, Streetlights Jackson Sewer and Water Utilities & General Fund 2033 N. Center Street STH 60 to Tower Drive 1990 4 1,320 $1,048.28 $1,383,729.60 $345,932.40 $1,729,662.00 Sanitary, Water, Storm with laterals, Streetlights Jackson Sewer and Water Utilities & General Fund 2034 Forest View Drive Hickory Lane to Dead End 1987 5 422 $1,100.69 $464,491.18 $116,122.80 $580,613.98 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2035 Eastwood Circle Forest View to Dead End 1987 4 370 $1,155.72 $427,616.40 $106,904.10 $534,520.50 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2036 Clover Lane Hickory Lane to Dead End 1988 5 422 $1,213.51 $512,101.22 $128,025.31 $640,126.53 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2036 Heather Drive Hickory Lane to Dead End 1987 5 422 $1,274.19 $537,708.18 $134,427.05 $672,135.23 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund General Fund (Storm Sewer and Roadway), Sewer Utility, & Water Utility Proposed as of May 2025 Project place holder after PASER ratings are complete in Fall of 2025 Project place holder after PASER ratings are complete in Fall of 2025 Village of Jackson 15 year Capital Road Improvements (2025 to 2040) Page 24 of 68 2037 Stonehedge Drive Forest View to Hickory Lane 1989 4 1,637 $1,337.90 $2,190,142.30 $547,535.58 $2,737,677.88 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2038 Hickory Lane Heather Drive to Sherman Road 1987 4 951 $1,404.80 $1,335,964.80 $333,991.20 $1,669,956.00 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2039 Cedar Run Drive Hickory Lane to Dead End 1988 5 1,108 $1,475.04 $1,634,344.32 $408,586.08 $2,042,930.40 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund 2040 Hemlock Street Spruce Street to Hickory Lane 1991 5 1,056 $1,548.79 $1,635,522.24 $408,880.56 $2,044,402.80 Curb boxes, Manholes, storm laterals, streetlights Jackson Sewer and Water Utilities & General Fund Totals 3.90 15,919 $1,060.96 $12,658,203.20 $4,940,142.90 $24,700,714.50 Note - The engineering and design costs is 25% of the construction cost. Note - The Average projected cost for 2026 is $745/lineal foot.  Note - The average price includes 5% annual lift in 2027 to 2040 Note - The Jackson Sewer and Water Utilities & General Fund costs are split by thirds. Page 25 of 68 Unit # VIN Year Make Model Purchase Price Mileage / Hours Department Notes 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 N/A 2G4WS52J821270782 2002 Buick Century $5,000.00 81,786 Miles Administration -$3,500.00 Logan 1GCCS145X28229597 2002 Chevrolet S-10 Pick Up $7,444.00 71,232 Miles Administration $30,000.00 Jack 2G1WS55R679289936 2007 Chevrolet Impala $17,663.00 94,915 Miles Administration $30,000.00 Trailer S1 1F9FS182P1072283 1992 Feiling Tandem Axel Equipment Trailer $3,243.00 Street & Parks Evaluate in 2030 $12,000.00 EQ S1 DW544EH536158 1992 John Deere 554EH Loader $117,000 4,312 Hours Street & Parks $325,000.00 EQ S2 331323 1999 Kifco B140 Water Reel $5,900.00 Street & Parks $10,000.00 EQ S3 111-8450300047630 2000 JLG Electric Boom Lift E300AJP $2,045.00 1,440.9 Hours Street & Parks $65,000.00 EQ S4 3759 2000 Sno Go WK80 Snow Blower $113,734.00 277.1 Hours Street & Parks $125,000.00 Bucket 1 1GDJC34U12E298330 2002 GMC Sierra 3500 Bucket Truck $40,000.00 3,2728 Miles Street & Parks Evaluate in 2030 with hopes to take used WWTP truck $0.00 Dump 1 1GDJC34205E287385 2005 GMC Sierra 3500 1-Ton Dump Truck $32,000.00 79,423 Miles Street & Parks New Truck Purchased in 2025, Waiting for Build Russ 1GTEC14C77Z584121 2007 GMC Sierra 2500 Pick Up $18,000 74,609 Miles Street & Parks $65,000.00 Plow 1 1HTWDAZR99J176240 2009 International 7400 Plow Truck $139.336.00 23,939 Miles Street & Parks $300,000.00 Dump 2 1GDJK74KX9E142516 2009 GMC Sierra 3500 1-Ton Dump Truck $54,500.00 50,840 Miles Street & Parks $85,000.00 Sweep 1 4GTM7F1B69F700324 2009 Isuzu RT 655/JT7F042 Street Sweeper $14,960.00 11,802 Miles Street & Parks $315,000.00 EQ S5 CAT-0420ECDJL013T 2011 Caterpillar 420E Loader / Back Hoe $86.040.00 1,716 Hours Street & Parks $250,000.00 EQ S6 1VR2161VXB10026 2011 Vermeer BC1500 Wood Chipper $36,311 2,073 Hours Street & Parks $110,000.00 Plow 2 1HTWDAZR9DJ352647 2013 International 7401 Plow Truck $158,000.00 17,511 Miles Street & Parks 330.00.00 Dump 3 1GD322CG2DF130825 2013 GMC Sierra 3500 1-Ton Dump Truck $25,806.00 37,689 Miles Street & Parks $90,000.00 EQ S7 315000286 2015 Toro Sand-Pro Ball Field Groomer 3040 $16,442.00 371.8 Hours Street & Parks $50,000.00 EQ S8 ARGR13503 2015 Bobcat Skid Steer Loader S590 $32,998.00 1,396.1 Hours Street & Parks $75,000.00 EQ S9 402521243 2018 Exmark Turf Mower LZX921 $12,445.00 1,370.5 Hours Street & Parks $16,000.00 EQ S10 404821743 2019 Exmark Turf Mower LZX921 $12,390.00 1,212.5 Hours Street & Parks $16,000.00 Plow 3 3HAWDTAR5KL563835 2019 International 7402 Plow Truck $178,210.00 9,895 Miles Street & Parks $345,000.00 Dump 4 1GB3YSE79NF214551 2022 CHEVROLET Silverado 3500 1-Ton Dump Truck $32,509.00 9,569 Miles Street & Parks $95,000.00 Plow 4 1HTEDTAR1NH876371 2022 International HV507 Plow Truck $195,000.00 4,366 Miles Street & Parks $360,000.00 EQ S11 B4RC13082 2023 Bobcat Tool Cat M1225-P01-C01 $66,200.00 630.6 Hours Street & Parks $90,000.00 EQ S12 NPF260179 2023 Case 621 G Loader 132 Hours Street & Parks $375,000.00 Plow 5 3HAEDTAR5SL773203 2025 International HV507 Plow Truck 1,636 Miles Street & Parks $375,000.00 EQ W1 1HTGBADR0WH533812 1998 International Dump Truck (Rehab in 2025, moved from streets to water) $84,878.00 27,644 Miles Water Evaluate in 2030 $225,000.00 Luke 1GTN1LEH5HZ232412 2017 GMC Sierra 2500 Pick Up 59.9 Hours Water $35,000.00 Jeff 1GTN1LEN6HZ228322 2017 GMC Sierra 2500 Pick Up $21,197.00 Water $35,000.00 Service 1 1GB3YSE74LF343245 2020 Chevrolet SILVERADO 3500 Service Truck $46,363.00 Water $90,000.00 Service 2 1GB3WRE75MF226161 2021 Chevrolet SILVERADO 3500 Service Truck $43,233.00 Water $105,000.00 EQ W2 125104451 2023 Takeuchi TB-250 $85,800.00 59.9 Water $100,000.00 Trailer W1 4L5FB282XRF07197 2024 Behnke Enterprises GDFB8X22TPT-20E (Equipment Trailer) $17,830.00 Water Evaluate in 2045 $30,000.00 Trailer W2 Racine Hydraulics Hydraulic Trailer (hydraulics, breaker, generator) 476 Water $15,000.00 EQ WW 1 2909 1997 CH&E Portable 6" Pump $16,150.00 222.6 Wastewater $35,000.00 EQ WW 2 519025002 2002 Bobcat Skid Steer Loader 773 $22,000.00 3,036 Hours Wastewater $85,000.00 EQ WW 3 I843-C-290-1 2005 Case IH Tractor & Ruff Cut Mower & Brush Hog DX29 $10,000.00 945.2 Hours Wastewater $65,000.00 Truck1 2FZACGDC75AU1318 2005 Sterling ACTERRA 24' STAKE BED TRUCK $20,625.00 85,160 Miles Wastewater $115,000.00 Chad 1GTEC14C57Z583212 2007 GMC Sierra 2500 Pick Up 83,387 Miles Wastewater $35,000.00 Trailer WW1 139K81826 2011 Sno-Bird Trailer Wastewater $12,000.00 EQ WW4 FT09033101 2014 Aries Pathfinder TR3300 Mainline Sewer Camera Wastewater $5,000.00 Truck 2 1GB3KYCG0FF146844 2015 Chevrolet Silverado 3500 Service Truck 12,076 Miles Wastewater Truck Purchased, Waiting Build EQ WW5 EM81854 2016 Economy 2032 Electric Scissor Lift $16,000 Wastewater $25,000.00 EQ WW6 16VFX1628G2076153 2016 Bix Tex Trailer Equipment Trailer $5,595.00 Wastewater $10,000.00 EQ WW7 2800054 2018 Husqvarna Walk Behind Concrete Saw 20" $2,400.00 Wastewater $9,000.00 EQ WW8 VTGTF1547D / OCB422 2018 Insight Vision Lateral Push Camera Wastewater $5,000.00 EQ WW9 404452510 2019 Toro Turf Mower ZT60 (74926) $10,249.00 1,799.2 Hours Wastewater $16,000.00 EQ WW10 A5KGZ6DBALG056691 2020 Kubota X1100C UTV $18,500.00 218.6 Hours Wastewater $75,000.00 Truck 3 1FDUF5HN9NDA19381 2022 FORD F550 Bucket Truck $136,559.00 2,229 Miles Wastewater 2037 - Transfer to streets then sell 2002 from streets $250,000.00 Truck 4 3HAEGTAT4PL566098 2023 INTERNATIONAL HV 507 Vac Truck 1,780 Miles 229 Hours Wastewater $450,000.00 EQ WW11 416252908 2023 Toro Turf Mower ZT60 (72967) 319.4 Hours Wastewater $19,000.00 EQ WW12 HB-6781 2024 Hathorn Push Camera Wastewater $5,000.00 New Request PICK UP TRUCK Wastewater $35,000.00 Grand Total $209,500.00 $175,000.00 $379,000.00 $285,000.00 $362,000.00 $315,000.00 $340,000.00 $97,000.00 $205,000.00 $450,000.00 $325,000.00 $250,000.00 $75,000.00 $345,000.00 $90,000.00 $200,000.00 $360,000.00 $90,000.00 $405,000.00 $475,000.00 Notes all replacement vales are an estimate based on 2026 dollars and subject to change with market conditions General Fund $168,500.00 $95,000.00 $300,000.00 $160,000.00 $137,000.00 $315,000.00 $340,000.00 $0.00 $125,000.00 $0.00 $325,000.00 $0.00 $0.00 $345,000.00 $0.00 $95,000.00 $360,000.00 $90,000.00 $375,000.00 $375,000.00 Water $0.00 $35,000.00 $35,000.00 $0.00 $225,000.00 $0.00 $0.00 $0.00 $15,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $90,000.00 $105,000.00 $0.00 $0.00 $30,000.00 $100,000.00 Wastewater $76,000.00 $50,000.00 $44,000.00 $125,000.00 $0.00 $19,000.00 $0.00 $97,000.00 $65,000.00 $450,000.00 $0.00 $250,000.00 $75,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Village of Jackson Public Works & Utilities Vehicle as of 05-2025 Replacement Cost & Year Totals for vehicle replacement by year Page 26 of 68 Resolution #25-18 1 RESOLUTION #25-18 PRELIMINARY RESOLUTION DECLARING INTENT TO EXERCISE SPECIAL ASSESSMENT POLICE POWERS, UNDER SECTION 66.0703 OF THE WISCONSIN STATUTES WHEREAS, the Village Board of the Village of Jackson, Washington County, Wisconsin is pursuing the construction and reconstruction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses for the benefit of the properties described on Exhibit A hereto. BE IT RESOLVED, by the Village Board of the Village of Jackson, Washington County, Wisconsin: 1. The Village Board hereby declares its intention to exercise its police power under Section 66.0703 of the Wisconsin Statutes to levy special assessments upon the properties described in Exhibit A hereto, for special benefits conferred upon such property by the construction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses. 2. The Village Board hereby determines that the construction of such improvements is in the best interest of, and for the health and welfare of the municipality and the property benefited by the improvements, and therefore constitutes an exercise of the police power. 3. The amount of such assessments shall be determined and levied upon completion of the construction of public improvements consisting of water and sanitary sewer mains; storm sewers; pavement; curb and gutter; and sidewalks and the related improvements and expenses. 4. The number of installments, rate of interest, and the terms of payment will be included in the Final Resolution after the Public Hearing; which will be held upon completion of the project, when final costs have been determined. 5. Every Special Assessment levied under this Resolution, shall be a lien against the property assessed, from the date of the Final Resolution of the Village Board determining the levy. 6. The Village Engineer shall prepare a report consisting of the following: a. Preliminary of the final plans and specifications for the Public Works. Page 27 of 68 Resolution #25-18 2 b. An estimate of the entire cost of the proposed improvements. c. A schedule of the proposed properties against which the assessments are to benefit. d. A statement that each property against which the assessments are proposed, has been inspected and is benefited, setting forth the basis of such benefit. e. Upon completion of the report, the Village Engineer shall file a copy with the Village Clerk, and with the Village Treasurer. 7. The Village Clerk shall make a copy of the report available for public inspection. Introduced by: ____________________ Seconded by:______________________ Vote: ayes nays Passed and Approved: _______________ _______________________________ Brian Heckendorf - Village President Attest: ______________________________ Jacqueline Schuh- Village Clerk Proof of Posting: I the undersigned, certify that I posted this Resolution on bulletin boards at the Village Hall, Post Office and one other location in the Village. ______________________________ ________ ______ Village Official Date Page 28 of 68 Resolution #25-18 3 Exhibit A - Preliminary Intent to Assess - Hickory Lane Page 29 of 68 1 Resolution #25-19 RESOLUTION #25-19 ____________________________________ _______________ ___ A RESOLUTION ADOPTING THE 2024 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; 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: Jacqueline Schuh- Village Clerk Proof of Posting: I the undersigned, certify that I posted this Resolution on posting boards at the Village Hall, Post Office, and one other location in the Village. Village Official Date Page 30 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 1.3374 x 304 x 8.34 = 3,389 February 1.4403 x 249 x 8.34 = 2,987 March 1.5019 x 218 x 8.34 = 2,735 April 1.4270 x 221 x 8.34 = 2,636 May 1.3252 x 220 x 8.34 = 2,437 June 1.5437 x 185 x 8.34 = 2,386 July 1.1458 x 271 x 8.34 = 2,588 August 1.0274 x 316 x 8.34 = 2,708 September 0.8843 x 325 x 8.34 = 2,398 October 0.7955 x 302 x 8.34 = 2,004 November 0.9970 x 260 x 8.34 = 2,160 December 0.9358 x 310 x 8.34 = 2,419 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 1 1 February 1 0 0 1 1 March 1 0 0 1 0 April 1 0 0 0 0 May 1 0 0 0 0 June 1 0 0 0 0 July 1 0 0 0 0 August 1 0 0 1 0 September 1 0 0 0 0 October 1 0 0 0 0 November 1 0 0 0 0 December 1 0 0 0 0 Points per each 2 1 3 2 Exceedances 0 0 4 2 Points 0 0 12 4 Total Number of Points 16 16 Page 31 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 3. Flow Meter 3.1 Was the influent flow meter calibrated in the last year? Yes Enter last calibration date (MM/DD/YYYY) 2024-12-02 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 73,750 gallons No Holding Tanks Yes 13,280,302 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 32 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 33 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 6 1 0 0 February 17 15.3 6 1 0 0 March 17 15.3 7 1 0 0 April 17 15.3 6 1 0 0 May 12 10.8 5 1 0 0 June 12 10.8 4 1 0 0 July 12 10.8 4 1 0 0 August 12 10.8 3 1 0 0 September 12 10.8 5 1 0 0 October 12 10.8 5 1 0 0 November 17 15.3 4 1 0 0 December 17 15.3 4 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) 2024-12-02 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 34 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 35 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 3 1 0 0 April 12 10.8 3 1 0 0 May 12 10.8 3 1 0 0 June 12 10.8 4 1 0 0 July 12 10.8 3 1 0 0 August 12 10.8 2 1 0 0 September 12 10.8 3 1 0 0 October 12 10.8 4 1 0 0 November 12 10.8 2 1 0 0 December 12 10.8 2 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 36 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 .178 0 .12 .16 .14 .138 0 February 7 14 .442 0 .473 .54 .3 .475 0 March 7 14 .437 0 .505 .5 .23 .573 0 April 4.3 8.5 .142 0 .208 .15 .103 .118 0 May 5.7 7.4 .114 0 .088 .088 .125 .143 0 June 3.9 5 .156 0 .088 .313 .165 .085 0 July 3.9 5 .826 0 .083 .138 .26 1.34 0 August 3.9 5 .495 0 1.3 .353 .165 .255 0 September 3.9 5 .123 0 .105 .12 .15 .12 0 October 4.3 8.4 .183 0 .165 .163 .188 .118 0 November 7 13 .121 0 .238 .068 .065 .115 0 December 7 12 .169 0 .258 .073 .085 .305 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 37 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 0.631 1 0 February .85 0.547 1 0 March .85 0.597 1 0 April .85 0.521 1 0 May .85 0.591 1 0 June .85 0.618 1 0 July .85 0.621 1 0 August .85 0.646 1 0 September .85 0.686 1 0 October .85 0.776 1 0 November .85 0.734 1 0 December .85 0.762 1 0 Months of Discharge/yr 12 Points per each exceedance with 12 months of discharge: 10 Exceedances 0 Total Number of Points 0 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? 0 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 38 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 <24.1 0 0 Cadmium 39 85 <1.6 0 0 Copper 1500 4300 790 0 0 Lead 300 840 <16.1 0 0 Mercury 17 57 .0722 0 0 Molybdenum 60 75 17.5 0 0 Nickel 336 420 13.3 0 0 Selenium 80 100 <48.2 0 0 Zinc 2800 7500 787 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 39 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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: 01/01/2024 - 12/31/2024 Density: 62,500 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: 12/31/2024 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 40 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 < 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 41 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 to maintenance. Page 42 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 43 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 NA 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 44 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 45 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 $ 1,302,803.05 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) $ 52,852.02 3.2.3 Adjusted January 1st Beginning Balance $ 1,355,655.07 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 313,298.00 Page 46 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 652,520.55 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 1,016,432.52 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. Road projects and equipment purchases 3.3 What amount should be in your Replacement Fund? $ 313,298.00 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 5. Financial Management General Comments None at this time. 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 Page 47 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 328 February 378 March 327 April 300 May 249 June 305 July 262 August 279 September 236 October 258 November 304 December 411 Total 3,637 0 Average 303 0 6.1.2 Comments: None at this time. 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: None at this time. 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Year: 2023 By Whom: Foth Infrastructure and Enviroment LLC Describe and Comment: Part of Lift Station Study Page 48 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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? None at this time 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 108,320 41.46 2,613 105.06 1,031 3,336 February 95,542 41.77 2,287 86.62 1,103 2,668 March 109,140 46.56 2,344 84.79 1,287 2,568 April 108,845 42.81 2,543 79.08 1,376 1,250 May 88,672 41.08 2,159 75.55 1,174 676 June 106,430 46.31 2,298 71.58 1,487 384 July 94,900 35.52 2,672 80.23 1,183 433 August 107,867 31.85 3,387 83.95 1,285 529 September 91,486 26.53 3,448 71.94 1,272 682 October 86,533 24.66 3,509 62.12 1,393 598 November 94,269 29.91 3,152 64.80 1,455 762 December 130,557 29.01 4,500 74.99 1,741 3,848 Total 1,222,561 437.47 940.71 17,734 Average 101,880 36.46 2,909 78.39 1,316 1,478 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 Fine Bubble Diffusers Influent Pumping Mechanical Sludge Processing Nitrification SCADA System UV Disinfection Variable Speed Drives Other: Page 49 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 7.2.2 Comments: None at this time. 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 WWTP 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: By Whom: Describe and Comment: Page 50 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 Total Points Generated Score (100 - Total Points Generated) Section Grade Page 51 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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, Sewer Lateral and 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) 70509-02-01 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 52 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 1.6 % of system/year Root removal 0 % of system/year Flow monitoring 0 % of system/year Smoke testing 0 % of system/year Sewer line televising 7 % of system/year Manhole inspections 13.5 % 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 16 % of system/year Private sewer I/I removal 1 % of private services Page 53 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 River or water crossings 0 % of pipe crossings evaluated or maintained Please include additional comments about your sanitary sewer collection system below: As we find leaks, we repair them ASAP. 3. Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 41.54 Total actual amount of precipitation last year in inches 34.3 Annual average precipitation (for your location) 43.6 Miles of sanitary sewer 1 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 0 Number of basement backup occurrences 0 Number of complaints 1.2 Average daily flow in MGD (if available) 1.9 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) 0.00 Basement backups (number/sewer mile) 0.00 Complaints (number/sewer mile) 1.6 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: 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 54 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: None at this time. 5.4 What is being done to address infiltration/inflow in your collection system? As we find leaks, we repair them ASAP. Total Points Generated Score (100 - Total Points Generated) Section Grade Page 55 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 56 of 68 Compliance Maintenance Annual Report Jackson Wastewater Treatment Plant Last Updated: Reporting For: 5/13/2025 2024 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 57 of 68 Jackson Wastewater Treatment Plant Linear equation uses 2014 - 2024 CMAR data for Trend Line: PSF: y = 0x + 0 Page 58 of 68 Jackson Wastewater Treatment Plant Linear equation uses 2014 - 2024 CMAR data for Trend Line: SPF: y = 0x + 0 Page 59 of 68 Jackson Wastewater Treatment Plant Linear equation uses 2014 - 2024 CMAR data for Trend Line: SSO: y = 0x + 0 Page 60 of 68 Jackson Wastewater Treatment Plant Linear equation uses 2014 - 2024 CMAR data for Trend Line: BB: y = 0x + 0 Page 61 of 68 Jackson Wastewater Treatment Plant Linear equation uses 2014 - 2024 CMAR data for Trend Line: Complaints: y = 0x + 0 Page 62 of 68 Jackson Wastewater Treatment Plant Linear equations use 2014 - 2024 CMAR data for Trend Lines: PFR - Peak Hourly: y = -0.001747 x + 77.06 PFR - Peak Monthly: y = 0.000191 x -6.91 Page 63 of 68 1 Public Works Report May 22, 2025 Treatment Plant - Designed Capacity – 1.69 million gallons per day Peak Flow Capacity – 6.0 million gallons per day Year 2023 January Avg. Flow 1.247 MGD Min. Flow 1.010 MGD Max. 1.560 MGD February Avg. Flow 1.351 MGD Min. Flow 950,000 g.p.d. Max. 3.130 MGD March Avg. Flow 1.762 MGD Min. Flow 1.250 MGD Max. 2.560 MGD April Avg. Flow 1.594 MGD Min. Flow 980,000 g.p.d. Max. 3.290 MGD May Avg. Flow 1.094 MGD Min. Flow 780,000 g.p.d. Max. 1.520 MGD June Avg. Flow 875,333 g.p.d. Min. Flow 750,000 g.p.d. Max. 1.050 MGD July Avg. Flow 841,935 g.p.d. Min. Flow 680,000 g.p.d. Max. 1.050 MGD August Avg. Flow 1.022 MGD Min. Flow 710,000 g.p.d. Max. 2.070 MGD September Avg. Flow 968,667 g.p.d. Min. Flow 740,000 g.p.d. Max. 1.270 MGD October Avg. Flow 1.154 MGD Min. Flow 770,000 g.p.d. Max. 1.900 MGD November Avg. Flow 1.080 MGD Min. Flow 870,000 g.p.d. Max. 1.720 MGD December Avg. Flow 1.146 MGD Min. Flow 850,000 g.p.d. Max. 1.440 MGD Year 2024 January Avg. Flow 1.337 MGD Min. Flow 980,000 g.p.d. Max. 2.260 MGD February Avg. Flow 1.440 MGD Min. Flow 1.090 MGD Max. 2.250 MGD March Avg. Flow 1.502 MGD Min. Flow 950,000 g.p.d. Max. 2.590 MGD April Avg. Flow 1.427 MGD Min. Flow 980,000 g.p.d. Max. 3.220 MGD May Avg. Flow 1.325 MGD Min. Flow 980,000 g.p.d. Max. 1.990 MGD June Avg. Flow 1.544 MGD Min. Flow 980,000 g.p.d. Max. 2.500 MGD July Avg. Flow 1.146 MGD Min. Flow 850,000 g.p.d. Max. 1.560 MGD August Avg. Flow 1.027 MGD Min. Flow 760,000 g.p.d. Max. 1.550 MGD September Avg. Flow 884,333 g.p.d. Min. Flow 700,000 g.p.d. Max. 1.400 MGD October Avg. Flow 795,484 g.p.d. Min. Flow 670,000 g.p.d. Max. 0.990 MGD November Avg. Flow 997,000 g.p.d. Min. Flow 720,000 g.p.d. Max. 1.610 MGD December Avg. Flow 935,806 g.p.d. Min. Flow 730,000 g.p.d. Max. 1.460 MGD Year 2025 January Avg. Flow 880,645 g.p.d. Min. Flow 750,000 g.p.d. Max. 1.160 MGD February Avg. Flow 890,714 g.p.d. Min. Flow 730,000 g.p.d. Max. 1.030 MGD March Avg. Flow 1.356 MGD Min. Flow 840,000 g.p.d. Max 2.300 MGD April Avg. Flow 1.443 MGD Min Flow 1.05 MGD Max 3.53 MGD Page 64 of 68 2 Years Summary of Water Consumption 2010 Total Pumpage 239,326,000 gallons 2011 Total Pumpage 240,268,000 gallons 2012 Total Pumpage 253,492,000 gallons 2013 Total Pumpage 228,371,000 gallons 2014 Total Pumpage 230,973,000 gallons 2015 Total Pumpage 222,621,000 gallons 2016 Total Pumpage 254,531,000 gallons 2017 Total Pumpage 251,387,000 gallons 2018 Total Pumpage 241,322,000 gallons 2019 Total Pumpage 253,427,000 gallons 2020 Total Pumpage 259,413,000 gallons 2021 Total Pumpage 242,216,000 gallons 2022 Total Pumpage 222,033,000 gallons 2023 Total Pumpage 229,997,000 gallons 2024 Total Pumpage 233,155,000 gallons 2025 Total Pumpage Year 2023 Jan. Avg. 544,810 g.p.d. Highest Day 716,000 gals. Total 16,889,000 gallons Feb. Avg. 576,070 g.p.d. Highest Day 762,000 gals. Total 16,130,000 gallons March Avg. 532,060 g.p.d. Highest Day 713,000 gals. Total 16,494,000 gallons April Avg. 597,230 g.p.d. Highest Day 869,000 gals. Total 17,917,000 gallons May Avg. 651,650 g.p.d. Highest Day 1.243 MGD Total 20,201,000 gallons June Avg. 850,070 g.p.d. Highest Day 1.018 MGD Total 24,152,000 gallons July Avg. 793,870 g.p.d. Highest Day 944,000 gals. Total 24,610,000 gallons August Avg. 737,060 g.p.d. Highest Day 1.019 MGD Total 22,849,000 gallons Sept Avg. 616,330 g.p.d. Highest Day 790,000 gals. Total 18,490,000 gallons Oct Avg. 611,900 g.p.d. Highest Day 986,000 gals. Total 18,969,000 gallons Nov Avg. 531,570 g.p.d. Highest Day 728,000 gals. Total 15,947,000 gallons Dec Avg. 549,970 g.p.d. Highest Day 770,000 gals. Total 17,049,000 gallons Pump Capacity Well #1- 400 g.p.m. Well #3 -900 g.p.m. Well #4 - 1200 g.p.m. Well #5 – 1,100 g.p.m. Well #6 – 800 g.p.m. Year 2024 Jan. Avg. 564,060 g.p.d. Highest Day 733,000 gals. Total 17,486,000 gallons Feb. Avg. 554,550 g.p.d. Highest Day 711,000 gals. Total 16,082,000 gallons March Avg. 541,840 g.p.d. Highest Day 731,000 gals. Total 16,797,000 gallons April Avg. 609,130 g.p.d. Highest Day 903,000 gals. Total 18,274,000 gallons May Avg. 609,870 g.p.d. Highest Day 762,000 gals. Total 18,906,000 gallons June Avg. 661,830 g.p.d. Highest Day 817,000 gals. Total 19,855,000 gallons July Avg. 731,480 g.p.d. Highest Day 988,000 gals. Total 22,676,000 gallons August Avg. 693,740 g.p.d. Highest Day 881,000 gals. Total 21,506,000 gallons Sept Avg. 739,570 g.p.d. Highest Day 972,000 gals. Total 22,187,000 gallons Oct Avg. 722,810 g.p.d. Highest Day 1.021 MGD Total 22,407,000 gallons Nov Avg. 565,450 g.p.d. Highest Day 816,000 gals. Total 17,529,000 gallons Dec Avg. 627,420 g.p.d. Highest Day 889,000 gals. Total 19,450,000 gallons Year 2025 Jan. Avg. 607,970 g.p.d. Highest Day 781,000 gals. Total 18,847,000 gallons Feb. Avg. 682,680 g.p.d. Highest Day 820,000 gals. Total 19,115,000 gallons Mar. Avg. 683,900 g.p.d. Highest Day 769,000 gals. Total 21,201,000 gallons April Avg. 707,070 g.p.d Highest Day 1,122,000 gasls. Total 21,212,000 gallons Page 65 of 68 3 WWTP – Holding & Septage Receiving 2005 $ 87,562.01 2006 $101,115.11 2007 $152,201.07 2008 $210,441.47 2009 $183,815.34 2010 $197,653.66 2011 $220,576.28 2012 $236,224.70 2013 $235,336.46 2014 $203,938.32 2015 $210,644.47 2016 $220,473.17 2017 $232,358.23 2018 $245,767.74 2019 $219,822.80 2020 $204,656.11 2021 $209,083.10 2022 $251,109.46 2023 $157,332.20 2024 $194,954.27 2025 2023 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,232,950 1,000 2,800 72,460 $11,841.10 February 1,299,600 1,000 27,000 $11,121.30 March 849,250 18,800 62,550 $ 9,203.75 April Primary Clarifiers were receiving new diffusers. May 1,011,750 44,350 121,650 $13,131.00 June 1,089,100 44,100 148,950 $14,421.05 July 928,350 3,500 6,000 110,500 $12,546.00 August 1,212,400 8,000 121,800 $15,649.00 September 1,083,000 10,400 100,350 $13,962.75 October 1,148,850 8,200 280,750 $18,999.25 November 1,020,400 16,500 302,800 $18,764.00 December 1,262,300 2,000 198,000 $17,693.00 2024 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,240,050 500 62,900 $14,003.00 February 1,236,550 2,300 63,100 $14,081.00 March 1,139,150 4,500 141,500 $15,200.25 April 1,135,752 3,600 225,950 $17,972.27 May 982,150 14,800 274,550 $17,573.25 June 734,178 2,000 175,950 $11,860.53 July 1,374,900 11,300 285,450 $21,563.25 August 1,362,350 15,800 272,200 $21,376.50 September 990,600 1,000 237,550 $15,904.75 October 1,044,550 6,400 228,650 $16,545.75 November 987,500 5,800 195,350 $15,106.75 December 960,550 2,750 107,300 $12,453.00 2025 Holdings Grease G Decant Septage S Decant Total Billings (gals) (gals) (gals) (gals) (gals) January 1,008,400 1,500 40,650 $11,190.25 February 905,450 1,400 41,250 $10,169.75 March 1,237,500 3,100 72,450 $14,372.25 April 1,113,750 3,200 168,650 $15,545.75 Page 66 of 68 4 Morning Meadows Subdivision Phase 1 - Street trees should be installed soon per the developer’s agreement. Phase 2 - Also street trees should be installed soon per the developer’s agreement. Some homeowner’s sump pumps are still running continuously. Dye -testing was performed last fall in stormwater detention ponds and no trace was detected. The investigation is ongoing. Phase 3 - Yield signs at the intersection of Primrose Court and Fenceline Drive as well as Jasmine Court and Fenceline Drive will be installed soon. The streetlights have not yet been installed. WWTP 2024 Tertiary Filters and UV Disinfection We are running ahead of schedule with the project and currently are projected to come in under budget. Substantial completion is expected to occur in June. Stormwater Ponds Management Inspection Program Unfortunately, I am still waiting for the completion of the report. I have been promised a draft copy is coming soon. After reviewing the reports, the reports will be distributed to pond owners along with the invoices. Coming soon! 2025 Spring Clean Up The event went well, and we had a great turnout from the Village residents. We filled approximately (8) 30 - yard dumpsters with household garbage, (2) 30 -yard dumpsters with electronics, and (3) 3 -yard dumpsters with recyclable materials. A final disposal cost will be calculated. Maple Fields Subdivision Phase 1 - No recent updates. We are still working through punch list items. Phase 2 - No recent updates. Phase 3 - No major updates. We are still waiting for DNR approval for utility plans. A predesign meeting for We Energies utilities has been scheduled for June 4 th. The civil plans have been reviewed, a developer agreement has been drafted, and the final plat to be reviewed by the Village Board at the June 10 th meeting. Next Generation Housing The Village is in contact with B3 Dirtworks who will be connecting watermain this week. The water main bacteria test passed, unfortunately the pressure test failed. A retest will be scheduled after the water main is tied in. The private road installation will follow the completion of utility installation. Hillcrest Builders has proposed adding storm sewer behind Lots 41 and 42 with sump pump lateral connections instead of connecting off Ridgeway Drive. Pending Village staff approval. Hickory Lane Reconstruction Project Gremmer and Associates have obtained all necessary DNR permits for the project. We-Energies Gas is currently on site relocating the gas main in the project zone prior to the start of the reconstruction project . The gas relocation has taken longer than expected and is likely to delay the start of the project to mid or late June. An updated schedule is forthcoming. All sump pump laterals have been identified, preliminary assessment letters are drafted and will be mailed to residents soon . Cedar Run Park – Dog Park Project The delineation fieldwork has been completed at the Cedar Run Park site (future dog park), and staff have reviewed the results to ensure all collected information aligns with village ordinances. Staff are now working with MSA to develop an updated project timeline, with plans to release bid documents soon. We’re excited to see this project move forward and will continue to provide updates as we hit key milestones. Page 67 of 68 5 Ridgeway Drive and Chestnut Court Reconstruction Project Work is being completed on schedule. All but the final stretch of watermain from the midblock hydrant to Willow Ridge has been installed, safe sampled, received, and the pressure test passed. Advance Construction is continuing sanitary sewer main, installing about 100ft/day. M&E Pipe Bursting is scheduled to begin the week of June 9th. They have begun notifying residents to schedule appointments. Cedar Creek Townhomes A new housing development behind Tennies Hardware is underway. Water Main has been installed, filled and received a safe water sample. Waiting for the pressure test. Sanitary main and laterals have been installed and waiting on testing along with televising of the sanitary sewer main. (No change since last update) Respectfully submitted, Jack Straehler, Director of Public Works Page 68 of 68