Common Council Meeting - Third Monday — Agenda Packet

Office of the Clerk/Treasurer W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 COMMON COUNCIL MEETING NOTICE AND AGENDA Monday, June 15, 2026 6:30 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 3. Consent Agenda 3.1 Approve the Appointment of Doug Brahm to the Fire Commission - Term Ending 5/1/2031 (Replacing Lloyd Bertram) [Chief Bierce] 3.2 Approve Common Council Meeting Minutes Dated March 2, 2026 [Tarczewski] 3.3 Approve Common Council Meeting Minutes Dated April 20, 2026 [Tarczewski] 3.4 Approve Common Council Meeting Minutes Dated May 18, 2026 [Tarczewski] 3.5 Approve Common Council Meeting Minutes Dated June 1, 2026 [Tarczewski] 3.6 Approve the Accounts Payable Listing Submitted June 15, 2026 [Tarczewski] 4. Licensing 4.1 PUBLIC HEARING, Discussion and Possible Action Regarding the 2026-2027 Liquor License Renewal Requests and Agent Appointments [Tarczewski] 5. Water & Sewer Utility 5.1 Discussion and Possible Action Regarding Resolution 26-06-14 Wisconsin Department of Natural Resources NR208 Compliance Maintenance Resolution 2025 [Wagner/Mueller] 5.2 Discussion and Possible Action to Adopt Ordinance 06-04 Sanitary Sewer Ordinance (First Reading) [Wagner/Mueller] 5.3 Discussion and Possible Action Regarding the 2025 Annual Consumer Confidence Report [Mueller/Kincaid] 5.4 Discussion and Possible Action Regarding Mandatory Sewer Connections on Various Assessment Districts [Wagner/Mueller] 5.5 Discussion and Possible Action Regarding Well #8 PFAS Pilot Study [Mueller/Kincaid] 5.6 Discussion and Possible Action to Adopt Resolution 26-06-15 Relocation Order for the Kopmeier Page 1 of 208 Bay Sanitary Sewer Replacement [Wagner] 5.7 Discussion and Possible Action regarding Safe Drinking Water Loan Applications [Wagner/Mueller] 1. Adopt Resolution 26-06-16 Declaring Official Intent to Reimburse Expenditures for Safe Drinking Water Fund Program Well #8 PFAS Treatment Facility and Improvements 2. Adopt Resolution 26-06-17 Acknowledging Magdelene Wagner, P.E., Director of Public Works, as Authorized Representative for the City of Pewaukee Well #8 Treatment System, Improvements, and All Related Activities. 3. Adopt Resolution 26-06-18 Declaring Official Intent to Reimburse Expenditures for Safe Drinking Water Fund Program Well #13 Source Well Replacement and Related Improvements. 4. Adopt Resolution 26-06-19 Acknowledging Magdelene Wagner, P.E., Director of Public Works, as Authorized Representative for the City of Pewaukee Well #13 Source Well Replacement and All Related Activities. 6. Engineering 6.1 Discussion and Possible Action Regarding The Courtyard [Wagner] 1. Approve the Developer's Agreement 2. Approve the Financial Guarantee value of $675,000. 7. New Business 7.1 Discussion and Possible Action on Whether to Hold, Reschedule or Cancel the First Meeting In September Due to the Labor Day Holiday [Mayor Bierce] 8. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 9. Adjournment Kelly Tarczewski Clerk/Treasurer June 11, 2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum at the above stated meeting. No action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the Clerk/Treasurer, Kelly Tarczewski, at (262) 691-0770 three business days prior to the meeting so that arrangements may be made to accommodate your request. Page 2 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 1 of 13 City of Pewaukee W240 N3065 Pewaukee Road Common Council Meeting Minutes Monday, March 2, 2026 In Attendance: Mayor Bierce, Alderpersons C. Brown, B. Dziwulski, R. Reinbold, S. Tabbert, P. Vetterkind and J. Wamser. Also In Attendance: Attorney S. Riffle, Administrator S. Klein, DPW Director M. Wagner, Utility Manager J. Mueller and City Planner & Community Development Director N. Fuchs. 1. Call to Order and Pledge of Allegiance Mayor Bierce called the meeting to order at 6:30 p.m. and asked everyone to stand for the Pledge of Allegiance. 2. Public Hearing 2.1 Public Hearing, Discussion, and Possib le Action Regarding the Wethersfield Road Rehabilitation Project 1. Accept the Preliminary Engineers Report 2. Award the Contract to the Lowest Qualified Bidder, Payne & Dolan, in the Amount of $1,307,289.09 Ms. Wagner stated the road rehabilitation project for Wethersfield Subdivision includes Long Valley Court, Long Valley Road, Ridgeside Court, and Wethersfield Road. She said the roads all have a PAZER rating of 4. She reminded the Council that the rating goes from 1 to 10, with 10 being a newly paved road and 1 almost being a gravel road. Ms. Wagner stated all the existing asphalt will be removed, any unstable roadway base will be repaired, and any unstable subgrade will be undercut and repaired and new asphalt will be laid. She also said minor curb and gutter repairs will be done. They will also work on water valves, sewer manholes, storm inlets, and hydrants as needed. Ms. Wagner stated a public information meeting was held on November 18, 2025 which was well attended. Ms. Wagner stated four bids were received with the highest bid being $1,508,253, and the low bid was from Payne and Dolan in the amount of $1,307,289.09. She said Payne and Dolan has done previous work for the City and they have no concerns about awarding the contract to them. Ms. Wagner stated since 1984 the City has assessed the properties that benefitted from the road projects based on their address, driveway, or public access to the roadway that is being paved. She said the road assessment projects are capped for residential properties and the 2026 rate is $3,411. She said there are some lowland conservancy lots within this project that are capped at $1,079. She said the capped assessments within this project only cover 18 percent of the total project costs. Ms. Wagner explained that assessment methods are based off of front footage, acreage, or by unit to determine what is most equitable. She stated in this case they are using the per unit method. She noted that this project is unique because the Page 3 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 2 of 13 condominiums are on a private road, but they will still receive an assessment since they access their properties from the public roadway. Ms. Wagner stated the compiled Engineers’ report indicates the per unit price would have been $18,818.05 per unit without the residential cap. She again stated the capped rate was $3,411 per unit. She explained the property owner could pay over a 10-year period and would accrue simple annual interest on any unpaid balance. This portion would be placed on their annual tax bill. She stated the interest rate has not been determined yet. Yet is based off the rate the City borrows for the project plus an additional 1 percent. The other option they have is to pay in full before October 31 st of the year the final assessment notices are sent to the property owners. She indicated that assessments would be finalized once the project is complete and closed out, which is typically 2 years after the completion of the project. Ms. Wagner stated access is going to be maintained but told the residents they should expect delays during construction. She said driveways will be ramped to allow for easier access. She warned that driveways may be impacted if there are concrete or curb repairs that need to be done, but they will work with the property owner. She said if the property owner’s driveway is disturbed it will be replaced with whatever is currently there, so if it is asphalt it will be replaced with asphalt and if it is concrete it will be replaced with concrete. Ms. Wagner stated notices would be sent to the property owners if there were any impediments within the right-of-way such as landscaping, sprinklers system, or dog fences. The property owner will be asked to either mark or remove them prior to construction. Ms. Wagner stated the total cost of the project, including engineering services is $1,699,475.82. The City would be paying $1,241,991.21. She noted only $750,000 was allotted for the 2026 budget. She explained the discrepancy was because Wethersfield Road was not part of their original estimate. She said the Storm Water Utility will be paying $370,313.11 but they had only budgeted $200,000 for the project. Ms. Wagner stated they did not realize the amount of storm sewer that needed lining. She said since we will be borrowing for this project this year, we will just borrow extra funds to cover the difference. She said the projected cost of the Water Utility is $41,931.50 and the Sewer Utility cost is $45,240. Both have adequate funding. Ms. Wagner recommended the Council approve the preliminary Engineer’s report and award the Wethersfield Road rehabilitation project to the lowest qualified bidder of Payne and Dolan in the amount of $1,307,289.09. At this time Mayor Bierce opened the Public Hearing. Charlie Mayer (W224 N3599 Ridgeside Court) asked if all the facts and figures that have been listed were available to the residents. Ms. Wagner stated they are currently available on the City’s website. He also asked if the residents of the condominiums that are on the side road near the entrance by the silo would be assessed the same amount. Ms. Wagner stated yes. Tom Wieland (N35 W22430 Wethersfield Court) stated he was the President of the Wethersfield Condo Association. He asked for clarification on how their properties Page 4 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 3 of 13 abut the project since they have no land that abuts the project. He said they have one entry and one exit. He said they are paying ten times the amount of any other property. Mayor asked Mr. Wieland if he was counting their ten condominiums as one unit. Mr. Wieland stated yes. He said the other 50 units have their own driveways and their own access. He said they take care of the road themselves and do all the plowing, but they are still being charged for City plowing services on their tax bill. Mayor Bierce assured Mr. Wieland at the time of their development the City wasn’t in favor of private roads but the Developer insisted and stated the owners of the condominiums would know they are responsible for road repairs. Mayor Bierce stated that may work in theory for the first-time purchaser of the units, but that understanding was not guaranteed when the units are sold and purchased by others. Mayor Bierce stated since they were designated private roads the Developer was able to put in more units because the roads aren’t to City standards. Mr. Wieland said since the City allowed the Developer to do whatever he wanted, and there are ten properties paying assessments for an abutting road. Ms. Wagner stated his private road abuts to the public road which he uses to gain access to his unit. He argued it was just one access point, and they shouldn’t be paying for ten. Ms. Wagner stated they believe the residential unit assessment method is the most equitable. Mr. Reinbold stated the condominiums in Five Fields were assessed the residential unit assessment for one road, as well as Broken Hill for the frontage road where the townhouses are. Ms. Brown added Medowbrook Farms was assessed per unit as well and it equated to hundreds of units for the Fieldhack Project. A gentleman asked if the project cost was divided by the number of units. Ms. Brown stated the units within the project area were only paying 18 percent of the total project costs. She said the remaining was being paid by taxpayers. Ms. Wagner stated there were a total of 66 units within the project area. At this time, no one else expressed an interest in speaking and Mayor Bierce closed the Public Hearing. Mr. Reinbold asked if the project cost could be lower if the contractor doesn’t take out all the stone in the base. Ms. Wagner stated the City estimates the amount of undercutting and it could fluctuate. She said only what is necessary is taken out. A motion was made and seconded (R. Reinbold, C. Brown) to accept the Engineer’s preliminary report and award the contract to the lowest qualified bidder, Payne and Dolan. Motion Approved: 6-For, 0-Against. 3. Public Comment – None. 4. Consent Agenda 4.1 Approval of Accounts Payable Listing Dated February 26, 2026 Page 5 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 4 of 13 A motion was made and seconded (B. Dziwulski, R. Reinbold) to approve the Consent Agenda. Motion Approved: 6-For, 0-Against. 5. Water & Sewer Utility 5.1 Discussion and Possible Action Regarding Village of Lisbon Request for Municipal Water Service to a Targeted Service Area Ms. Wagner stated the City received a formal letter from the Village of Lisbon (Lisbon) requesting retail water services for a small section of their community which is towards the northeast part of our community. She stated a study of this area was performed back in May of 2025 which was presented to the Public Works Committee (PWC). She stated her records didn’t indicate that it was ever presented to the Council. Ms. Brown stated it was discussed at some point asking the Council for their willingness to entertain it and we agreed to the study. Ms. Wagner stated a well capacity study was completed but with the PFAS situation and our wells on reduced service, we didn’t have the capacity to serve them at that time. She stated the Department is going through the process of designing a PFAS treatment system and being part of a pilot study. She said in June they will be submitting an application for a Safe Drinking Water Loan for that project. We expect the construction to take a year and be online about mid-2027, which is the time the Lisbon customers would be coming online after they put in the water main. She said the timing will most likely line up to have the capacity to be able to serve Lisbon. She added several governmental agencies would have to approve of this plan including the Department of Natural Resources (DNR) and the Public Service Commission (PSC). Ms. Wagner stated a rate case study would also have to be performed. She stated Lisbon would be required to pay for installing the water main through that neighborhood, in accordance with our designs and specifications. Ms. Wagner stated Lisbon wants to install the infrastructure and then turn it over the City, but she stated she is not in favor of that. She wants more control over what that infrastructure looks like if we’re going to own and maintain it. She said they can design and bid it, and we oversee it and review the design. The City can then accept the improvements once they are completed. Ms. Wagner stated she wanted to make sure the Council was in favor of this and whether or not they had additional requirements. Mayor Bierce asked if the Council was generally on board with servicing Lisbon. Ms. Brown stated she was originally against it since we didn’t know what was happening with our own water supply. She said she is still not 100 percent on board but feels some significant progress has been made in solving some of our own water problems. She voiced her concerns about the large plot of land that the property will also hook up to water when it is available. She stated she hoped that was taken under consideration while the study was being done. Ms. Wagner assured her that the build-out for that area was accounted for. Mr. Tabbert stated he was willing to consider it, but it must be mutually beneficial to both communities. He asked if there was any additional benefit to the City in providing the service. Page 6 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 5 of 13 Mr. Wamser stated he could envision an elevated water tower site in that area to help increase water pressure for our residents. Ms. Wagner stated the pressure in that area is actually very good. She said we would need additional water storage for emergencies in the future, especially if we use Lake Michigan water. She said the homes in this area will be required to connect to water immediately and their wells will be abandoned. Ms. Wagner stated they will pay for the RCAs. She said the benefit would be the newly connected customers who will be using the water and paying the infrastructure costs. She said there may be increased reliability in that area. Mr. Reinbold asked if this would provide more fire protection in that area. Ms. Wagner stated no, the water pressure is good in that area. Mr. Klein stated the City provides fire service to Lisbon and thought it would be more beneficial to have public water in that area. Ms. Wagner agreed that a municipal fire hydrant with a municipal feed system would be a better option. Mayor Bierce asked if those hydrants would be subjected to the City’s hydrant fee. Ms. Wagner said yes. Ms. Brown stated there have been several projects that Engineering has put so much time, energy and resources toward to have the Council deny the project due to the extreme costs. She asked if Lisbon could ultimately decide to cancel the project due to the cost concerns. Ms. Wagner stated she doesn’t know all the details, but Lisbon has worked out a deal with the quarry to help finance the project. They have a vested interest in having the wells abandoned. She believes the funds are available and the project will go through. Mr. Vetterkind stated people are still going to come out and complain because they won’t want to abandon their well and they won’t want quarterly bills. Attorney Riffle stated he represents Lisbon and the payment will come from the quarry but installation to the house will be the property owners’ responsibility. Ms. Wagner stated our treatment system to bring Well #8 back fully online and operating at 100 percent would give us the capacity to serve Lisbon. She said that project will be done at the same time as they are ready to make those connections. She said they would be building that needed infrastructure this year into next year. She said our PFAS treatment is need whether we stayed with ground water or moved to diversion, because Well #8 would be a backup well. Mayor Bierce stated he did not see a reason not to continue because we aren’t really locking into anything yet but asked if we were being unfair to Lisbon. He doesn’t want them to be “stuck” without water. Ms. Wagner stated Lisbon is talking with Sussex to serve the same area. She said we aren’t their only hope. Mr. Dziwulski asked if he was correct in hearing that Ms. Wagner wanted to oversee the installation of the infrastructure in the Town of Lisbon, since the City would own it. Ms. Wagner stated he was correct. He asked who would pay for the replacement in the event something would happen to it. She said it would be the City’s infrastructure and we would be responsible to replace it. Mr. Dziwulski asked if the City residents would be expected to pay for it or could the City bill back Lisbon. Attorney Riffle Page 7 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 6 of 13 stated there would be an inter-municipal agreement whereby there would be a pass through of special assessments. Mr. Klein asked if there were any concerns about infrastructure being placed under private roads or roads that the City doesn’t own. Ms. Wagner stated Lisbon would have to dedicate a permanent easement for the City so that we could go in and do anything that was needed to operate the system. She added we would have to repair the road if we opened it up. Mr. Vetterkind asked if this would be a benefit to the City’s rate payers. Ms. Wagner stated this is a difficult question to answer since the City has to maintain the infrastructure. She said that would be a long-term cost for the City. She said Lisbon would be paying their fair share. She said the Public Service Commission (PSC) will look at the total service area, not separate the City of Pewaukee and the Town of Lisbon. Attorney Riffle stated what he heard was that the new infrastructure most likely would not need repair for about 50 years and in the interim the Lisbon customers would be contributing towards the costs that would be distributed across a broader base of customers. Mr. Vetterkind stated the service area is sparsely populated. Ms. Brown stated the letter that was submitted for approval gave the impression that the City is on board, but the conversation tonight doesn’t give the same impression. Mr. Tabbert stated he feels the same way about the letter. He stated he’d like to see the City gain more benefits. Ms. Wagner stated at this point there isn’t much more to learn, until we can look at agreements and determine if a new rate is allowed. Lisbon is asking if we would serve it or not. Mr. Klein asked if we could sell the water wholesale and let Lisbon bill separately. Ms. Wagner stated they don’t have the staff, nor do they want to add staff to do this. She stated they are asking for a retail service. Mayor Bierce asked what the timeline would be to get a rate from the PSC. Ms. Wagner stated the City would have to submit an application to them which would require a study related to volumes and submit agreements, which we do not have. Attorney Riffle suggested looking into charging an extra 25 percent surcharge for an extraterritorial fee, even on a retail basis. Ms. Wagner stated they specifically asked the PSC that and we were told we would have to treat them as regular retail customers. Mayor Bierce suggested holding off until Ms. Wagner could get definitive answers to whether we find an attorney to argue with the PSC to allow the 15 percent surcharge and how we can handle repairs in the future and fully charge Lisbon for them. The Council agreed to hold off on taking action at this time. 6. Engineering Page 8 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 7 of 13 6.1 Discussion and Possible Action Regarding Cedar Gables Development 1. Approve the Second Amendment to the Development Agreement. 2. Approve Additional Financial Guarantee in the Amount of $131,409.30 for the Phase II Storm Water Management Pond in the Form of a Bond. 3. Approve the Letter of Credit Second Reduction from $1,593,053.05 to $1,224,961.05 (A Reduction of $368,092.00), Replacing this Value with a Bond. Ms. Wagner stated Cedar Gables has a Developers Agreement and Letter of Credit for Phase I of their development. She said as they were working through their storm water management plan, they found out that Phase 1 depends on the pond in Phase II to fully meet the storm water ordinance. She said the City is requesting additional financial guarantee in the amount of $131,409.30 and revision to their Developers Agreement to include the construction of the Phase II pond. She said they want to post a bond. She stated Cedar Gables also wants to reduce the original Letter of Credit down to $1,224,961.05 and posting that value in the form of a bond totaling $499,501.30. Mayor Bierce asked what the difference between a bond and a letter of credit is. Attorney Riffle stated if the developer defaults on something it is an invitation for the municipality to sue the Bond Company. He stated this form of guarantee requires a great deal of managing and hoops to jump through if the City needs to take care of issues that are unresolved by the developer. Ms. Brown asked when they would be able to get occupancy in Phase I as soon as the pond in Phase II is completed. Attorney Riffle stated they can have occupancy when the road is in and all the utilities are in. Ms. Wagner stated if the developer doesn’t put in the pond, the City has the funds to do so. A motion was made and seconded (R. Reinbold, B. Dziwulski) to approve the second amendment of the developer’s agreement, approve the additional financial guarantee in the form of a bond, and approve the replacement of the letter of credit with a larger value bond. Motion Passed: 6-For, 0-Against. 6.2 Discussion and Possible Action R egarding Meadowbrook Farms Phase 3 Road Rehabilitation 1. Accept the Final Engineer's Report 2. Adopt Resolution 26-03-01 Levying the Final Special Assessments for Meadowbrook Farms Phase 3 Subdivision Pavement Reconditioning and Related Facilities Pursuant to Section 66.0703, Wisconsin Statutes Ms. Wagner stated Meadowbrook Farms Phase 3 road construction was bid, a public hearing was held, and a contract was awarded and completed in 2023. She said the final punch list was completed at the end of 2025. She said all that is needed is for the Council to accept the final Engineer’s report and adopt the resolution. Ms. Brown asked if there was a lien on the properties if they sold between 2023 and 2026. Ms. Wagner stated the City would list the project as a preliminary special assessment on all title reports. It is the property owner’s responsibility to disclose that to any future buyer but it doesn’t become due until the final assessment is levied. Ms. Wagner stated we don’t get involved in property sales, and we refer them back to the title company. She said the levy is placed on the property, not the owner. Page 9 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 8 of 13 Attorney Riffle stated usually at closing the seller takes a deduction off of the sale price to pay for that. A motion was made and seconded (C. Brown, B. Dziwulski) to approve the final Engineer’s report and levying the final assessments. Motion Passed: 6-For, 0- Against. 6.3 Discussion and Possible Action Regarding ALTA Ridgeview Apartments 1. Adopt Resolution 26-03-02 Accepting Public Utilities ALTA Ridgeview Apartments Development 2. Approve the Letter of Credit First Reduction from $490,000 to $45,000 (A Reduction of $445,000) Ms. Wagner stated the public infrastructure has been constructed consisting of water and sewer. She said the roads and storm sewer are private. She said the one-year guarantee will start once the City accepts the public utilities. She said there are a few minor punch list items that need to be completed. She added that some funds are being kept because they need to complete their surface paving and we worry about our valves and manholes. Mayor Bierce asked why we won’t be happy if they built the houses before the final lift of asphalt. He questioned if the trucks would hurt the asphalt. Attorney Riffle stated inspectors need to get to the work sites as well as emergency vehicles if needed. He added we want hydrants on site. He said it’s primarily for public safety. A motion was made and seconded (J. Wamser, R. Reinbold) to approve the resolution and reduction of the Letter of Credit. Motion Passed: 6-For, 0-Against. 7. New Business 7.1 Discussion and Possible Action Regarding the Audit Contract with Baker Tilly Lasting Through 2028 Mayor Bierce stated there have been internal discussions related to Baker Tilly and our accounting firm Lauterbach and Amen (L&A). Ms. Brown stated she was surprised by what took place at the February 2, 2026 Council meeting, specifically hearing that Paul Frantz from Baker Tilly was disengaging from the auditing contract. She also voiced her concerns related to receiving the 2024 audit report in February of 2026, stating the numbers were stale at that point and no corrections could be made. She said she heard staff and L&A have been struggling with meeting the timelines to get information to Baker Tilly. Ms. Brown stated the City previously engaged in a contract with Baker Tilly until 2028 and disengaging the contract is without the Council’s approval. She said the first time she heard of this was when the Finance Committee was asked to look at Request for Proposals (RFPs) received. She stated she didn’t feel there was enough transparency related to how we got to this point in the first place. Ms. Brown stated she also voiced her concerns to Mr. Frantz about the amount of money the City pays above the contracted costs. He told her that was due to the timelines constantly changing and not receiving what they need and therefore they took on more work to get items ready. Ms. Brown stated we have a professional accounting firm that Page 10 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 9 of 13 should be providing the information timelier. She said the audit is crucial for budgeting purposes. Ms. Brown stated L&A shouldn’t have said they didn’t like Baker Tilly as an auditing firm and prepared an RFP for their replacement. Ms. Brown stated she trusts Baker Tilly and appreciates their honesty. She asked the Council whether or not we should invite Baker Tilly to give us another proposal or if they wanted to direct the Finance Committee to move forward and find a new auditing firm. She stated her preference would be to keep Baker Tilly. Mr. Dziwulski asked how this process would be made better. Ms. Brown stated she did not know but wanted to get this information out to the Council before making any further decisions. She stated she felt the bigger issue was addressing L&A overstepping and dismissing the agreement that was in place. Mr. Dziwulski stated the Council members were shocked after hearing that Baker Tilly was disengaging from the contract that evening. Mr. Klein confirmed the City has been paying Baker Tilly more for the audit services due to staffing shortages. He admitted it has taken a while to get L&A up to speed and believes most of the staff is doing a better job than we had. He said this year there were emails going back and forth between Baker Tilly and L&A with what they needed to complete the audit. He stated he didn’t feel they were responding as quickly as they should, so he pushed them a bit. Mr. Klein stated has a good working relationship with Mr. Frantz and at the time he was advising the City on how to move forward and was possibly willing to take over accounting services for a different firm to audit. Mr. Klein stated he thought this was the last year of their engagement. It’s not an actual contract so it is feasible that either party could opt out of the service. He said there were constant snags with getting the needed information and timing to complete due to other commitments. He said he felt both sides were pointing fingers at the other. He said a meeting was held with staff members and Mr. Frantz. Mr. Klein got the impression that Baker Tilly was not interested in continuing with the services. He said it was L&A’s suggestion that the City could go out to look for another auditing firm. Mr. Klein stated Baker Tilly was giving the same letter as other firms were given requesting an RFP. He said it was at that time that Baker Tilly decided to disengage. Mr. Klein stated four proposals were received and staff dwindled it down to two. Mayor Bierce asked if he knew the letter of engagement went to 2028 if we’d be here today. He asked if he was comfortable with the working relationship with Baker Tilly. Mr. Klein stated if he was asked this question back in October 2025, he would not have been comfortable with Baker Tilly or L&A. Mr. Frantz was in attendance. He stated it wasn’t his intention to share that he was planning on disengaging from the contract at the last meeting he attended but learned that the governing body did not know what had taken place and he felt it was his obligation as the exiting auditor to tell them. He stated from a scheduling standpoint the 2024 audit was scheduled in March of 2025 but due to the loss of staff it had to be pushed out. He stated the 2024 – 2028 engagement letter speled out what needed to change with L&A to ensure a better execution of the auditing process Page 11 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 10 of 13 moving forward. Mr. Frantz stated when they came out in March it was clear certain items were not completed and left a large “to-do” list and rescheduled the field work into May, made that attempt but needed to reschedule to June and then again to July. He said he spent administrative time shuffling all his clients to ensure adequate time could be spent on the City’s finances. In his frustration he then said Baker Tilly would not touch anymore of the City’s audit until all the required pieces were fully ready to proceed. In September they were able to proceed and shared with Mr. Klein why there was a delay in the audit process. He stated it is his opinion that Baker Tilly communicated at each exit point with management and L&A why there were continued pauses in the work. Mr. Frantz stated they have served the City since 2019 and said there has not been a year that the City wasn’t billed for out-of-service work. He said L&A needs to provide a senior staff member to review the work that has been done and who will take responsibility for the same. He said the reason Baker Tilly disengaged was simply because the City asked them to disengage. He stated the reason they did not bid on the RFP was because he asked to have a discussion with staff related to the things that needed to be changed and no one reached out to him to discuss. He said from a business standpoint that was everything he needed to know and that’s why he didn’t bid. Baker Tilly was not wanted. He stated if the City wants to keep them as their auditing firm he would reconsider, but would not be submitting an RFP and could provide a new engagement letter. He said he was only here this evening simply to share the transparency of the events that took place. Mayor Bierce asked what Baker Tilly’s timeframe would be. Mr. Frantz stated he was not prepared to respond at this time. He said if everything was 100 percent ready the audit could be done in 2 weeks, and the reporting within 4-6 weeks, potentially at the end of August. Mr. Reinbold stated we’d have to assume that L&A is prepared. Mayor Bierce asked if this was all about work product, not misrepresentation related to the City’s funds. Mr. Frantz stated he was not concerned about anything from a material standpoint. He stated he didn’t feel L&A were fully prepared and unable to answer questions that came up. Mr. Klein stated he feels L&A is getting better. Ms. Brown stated L&A was chosen because they had government experience, but yet we were given associates who did not possess those skills. Ms. Brown stated she would have thought the audit process would have been better with the level of experience they were supposed to provide the City, not prolong the process. She stated L&A did not have the right to suggest the City disengage our Baker Tilly agreement. Mr. Klein defended L&A stating they advised us as our accountant. He stated he has had discussions with the president of the company, and they have made changes to better our service. Page 12 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 11 of 13 Mr. Tabbert stated this isn’t acceptable and needs to be solved. Ms. Brown stated hiring a new auditing firm is not going to change what is happening with the City’s finances on a month to month and day to day basis. She stated Mr. Frantz has shared what is expected of the City to provide in order for his firm to complete auditing services timely. She stated the City is paying L&A over $200,000 annually. They are supposedly taking on more than what the previous accountant had done, yet we are being charged more for the auditing services because the documentation that is being produced is not adequate. She stated that’s a great deal of money for the taxpayers to endure. Mr. Klein suggested the Finance Committee hear from L&A. Mayor Bierce disagreed and stated it will be determined at the Council level. Mr. Klein stated the Council is only hearing Baker Tilly’s side of what happened. He said L&A keeps stepping up and he feels we are close to where we should be. Mayor Bierce stated he feels this is a matter of “he said / she said”. He added he did not feel the City was in any position to fire our accountant or our auditing firm. He suggested the Finance Committee meet a few times this year to oversee the process. Mr. Reinbold stated he doesn’t understand why the City’s accounting firm cannot provide the documents needed in a timely manner. He stated he also wants a senior partner reviewing the information quarterly with the Finance Committee. He stated they need to be held accountable. Mr. Klein took exception to that. He said L&A gave the documents to the auditor in midsummer. Mr. Tabbert stated the worse thing about this was that Council was unaware of these issues until now. Mr. Klein stated that wasn’t true. He said Council was updated regarding the delays during the budget process. Mayor Bierce stated Sikich and CLA should be notified that we are withdrawing the RFPs. He suggested the Finance Committee meet and decide on what is needed from both the accounting firm and the auditors to keep on an appropriate schedule. He stated having both parties there would be useful. Ms. Brown thanked Mr. Frantz for his honesty. She stated an audit is important for budgeting process and feels it is crucial for decision making. Mayor Bierce asked Mr. Klein to extend the invitation to L&A to addend a future Council meeting if they wanted to express their frustrations. 7.2 Discussion and Possible Action Regarding A ddressing the City's Travel Per Diem Mayor Bierce stated that currently, the City’s per diem is $8 for breakfast, $10 for lunch, and $20 for dinner with receipts. He suggested increasing them to $110 per day; $20 for breakfast, $30 for lunch, and $50 for dinner. He said he didn’t think we should require receipts and just pay them out right. He stated he received kickback for his suggestion. Mr. Dziwulski stated he thought $110 was too high. Page 13 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 12 of 13 Mayor Bierce defended his position by stating he used a typical lunch from a casual sit-down restaurant such as Panera’s or Applebee’s with tip. He said dinners cost more. Ms. Brown stated she agreed with providing a receipt. Mr. Reinbold did not like the idea of just giving employees $110 daily. He said $110 is more than he gets. Mr. Wamser stated if an employee is staying at a hotel, breakfast is typically provided. Attorney Riffle stated he was highly against reimbursing for alcoholic beverages. After further discussion, a motion was made and seconded (C. Brown, S. Tabbert) to establish the City’s travel per diem up to $100 per day with itemized receipts and not allowing the reimbursement of alcoholic beverages. Motion Passed: 6-For, 0-Against. 7.3 Discussion and Possible Action Regarding Extension of the Lake Patrol Joint Agreement Mr. Reinbold stated the Pewaukee Lake Patrol Advisory Committee met and they were informed that the 5-year contract is expiring at the end of March and this is a formal request to extend the contract another 5-years. He said there were no changes from the previous contract. A motion was made and seconded (C. Brown, B. Dziwulski) to extend the Lake Patrol contract for 5 years. Motion Passed: 6-For, 0-Against. 8. Public Comment – None. 9. Closed Session – You are hereby notified that the Common Council and staff of the City of Pewaukee will convene into closed session after all regular scheduled business has been concluded and upon motion duly made and seconded and acted upon by roll-call vote as required under §19.85(1)(a), Stats. The purpose of the closed session is for the following:  §19.85(1)(e): Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, where’re competitive or bargaining reasons require a closed session specifically regarding Meadowbrook Trail property acquisition. A motion was made and seconded (R. Reinbold, P. Vetterkind) to convene into Closed Session at approximately 8:45 p.m. Motion Passed Via Roll Call Vote: 6-For, 0- Against. 10. Adjournment – The meeting adjourned at 9:00 p.m. No additional information is available. Page 14 of 208 Common Council Meeting Minutes ~ March 2, 2026 Page 13 of 13 Respectfully Submitted Kelly Tarczewski Clerk/Treasure r Page 15 of 208 Common Council Meeting Minutes ~ April 20, 2026 Page 1 of 3 City of Pewaukee W240 N3065 Pewaukee Road Common Council Meeting Minutes Monday, April 20, 2026 In Attendance: Mayor Bierce, Alderpersons: C. Brown, B. Dziwulski, R. Reinbold, S. Tabbert, and J. Wamser. P. Vetterkind was absent and excused. Also In Attendance: Attorney S. Riffle, Administrator S. Klein, DPW Director M. Wagner, City Planner & Community Development Director N. Fuchs, and Clerk/Treasurer K. Tarczewski. 1. Call to Order and Pledge of Allegiance Mayor Bierce called the meeting to order at 6:30 p.m. and asked everyone to stand for the Pledge of Allegiance. 2. Public Comment Kim Bvocik (N17 W25010 Bluemound Road) stated she was here to address some serious drainage issues that have gone unaddressed for 10-12 years and are now causing structure and safety issues with her home. Mayor Bierce stated during Public Comment the members of the Council are not allowed to respond to their remarks. Ms. Bvocik said she sent an email to the Mayor and Alderman Wamser and would appreciate a response. She said she lives across the street from Lakeland and her and her neighbors’ properties have completely turned into wetlands. Mayor Bierce directed her to resend the email again and include Alderman Dziwulski and DPW Director Wagner. He said Ms. Wagner would most likely be the one getting back to her. 3. Consent Agenda 3.1 3.2 3.3 Common Council’s Acknowledgment of Receiving the Pewaukee Fire Department’s Standard of Cover and Strategic Plan Approve the Accounts Payable Listing Submitted on April 20 th, 2026 Approve the Agent Change for the Heart of America Group Properties: Thunder Bay Grille, The Machine Shed, Holiday Inn and Wildwood Lodge to Keanen Kopplin Mayor Bierce removed Item #3.1 stating it will be moved to a different agenda. A motion was made and seconded (J. Wamser, R. Reinbold) to approve the remaining items on the Consent Agenda. Motion Passed: 5-For, 0-Against. 4. Ordinances and Resolutions 4.1 Discussion and Possible Action Regarding Resolution 26-04-09 Updating the Court Costs on the 2026 Fee Schedule Attorney Riffle stated State law changed, allowing municipalities to increase the Page 16 of 208 Common Council Meeting Minutes ~ April 20, 2026 Page 2 of 3 minimum forfeiture amount. He stated that Judge Fuchs supports this changed and asked the Council to approve it. A motion was made and seconded, (C. Brown, B. Dziwulski) to approve Resolution 26-04-09 raising the City’s Court costs. Motion Passed: 5-For, 0- Against. 5. Plan Commission Reports and Recommendations 5.1 Discussion and Possible Action Regarding Ordinance 26-03 Related to an Accessory Structure Zoning Code Amendment to Revise Section 340-2.9(B)(1)(a) Related to the Size and Quantity of Accessory Structures Allowed on Residential Properties (Seconded Reading) Mr. Fuchs stated recently an issue came up with the current regulations which allow for one larger accessory structure up to 1,200 square feet and a second smaller structure up to 200 square feet. It was strictly worded to allow for a larger detached garage and a smaller shed. He said the proposed ordinance puts it in aggregate, which will allow up to two buildings with the combined footage of up to 1,500 square feet. He stated both Plan Commission and staff recommended approval. Mr. Fuchs added the maximum allowed would still be up to 1,200 square feet. He also mentioned that there were no changes to the setbacks and lot coverage requirements. A motion was made and seconded (C. Brown, J. Wamser) to approve Ordinance 26-03. Motion Passed: 5-For, 0-Against. 6. Public Comment - None. 7. Closed Session – You are hereby notified that the Common Council and staff of the City of Pewaukee will convene into closed session after all regular scheduled business has been concluded and upon motion duly made and seconded and acted upon by roll-call vote as required under 19.85(1)(a), Stats. The purpose of the closed session is for the following:  For considering employment, promotion, compensation or performance evaluation data of any public employee over which the governmental body has jurisdiction or exercises responsibility pursuant to §19.85(1)(c); specifically, to be discussed are City Department Head(s). You are further notified that at the conclusion of the Closed Session, the Common Council may convene into open session pursuant to 19.85(2), Stats., for possible additional discussion and action concerning any matters discussed in closed session and for adjournment. Mayor Bierce announced there was no need to go into Closed Session at this time. 8. Adjournment A motion was made and seconded (B. Dziwulski, C. Brown) to adjourn the meeting at 6:37 p.m. Motion Passed: 5-For, 0-Against. Page 17 of 208 Common Council Meeting Minutes ~ April 20, 2026 Page 3 of 3 Respectfully Submitted Kelly Tarczewski Clerk/Treasure r Page 18 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 1 of 6 City of Pewaukee W240 N3065 Pewaukee Road Common Council Meeting Minutes Monday, May 18, 2026 In Attendance: Mayor Bierce, Alderpersons C. Brown, B. Dziwulski, R. Reinbold, S. Tabbert, and P. Vetterkind. Alderman J. Wamser was absent and excused. Also In Attendance: Attorney S. Riffle, Administrator S. Klein, DPW Director M. Wagner, and Clerk/Treasurer K. Tarczewski. 1. Call to Order and Pledge of Allegiance Mayor Bierce called the meeting to order at 6:30 p.m. and asked everyone to stand for the Pledge of Allegiance. 2. PUBLIC HEARING , Discussion, and Possible Action Regarding Greenhill/Yench Road Reconstruction Project 1. Approve Preliminary Resolution 26-05-12 Declaring Intent to Exercise Special Assessment Powers Authorizing the Construction of Greenhill/Yench Area Rehabilitation, Drainage, Utility and Related Facilities. 2. Approve Resolution 26-05-13 Declaring Official Intent to Reimburse Expenditures Greenhill/Yench Rehabilitation, Drainage Improvements, and Miscellaneous Improvements. 3. Accept the Preliminary Engineers Report 4. Award the Contract to the Lowest Qualified Bidder, Musson Brothers, Inc., in the Amount of $774,412.50. Ms. Wagner stated Common Council authorized this project in 2024 and it was delayed in 2025 due to potential development that was being discussed in the area, which did not happen, and then the road project became part of the 2026 budget. She said the road reconstruction includes Greenhill Court, Greenhill Drive, and Yench Road (STH 16 to Lynndale Road (CTH JK)). Ms. Wagner stated the PASER rating of these roads was a “2”. She reminded the Council that PASER ratings are rated from 1 to 10 with 10 being a newly paved road. Ms. Wagner stated the project would consist of removing all the existing asphalt and stone base, repair any unstable subgrade, place new stone base, place new asphalt, culvert replacement, and ditch regrading. She added that a new curb and gutter will be placed on the east side of Yench Road from Lyndale Road to Greenhill Drive due to the steep grade of the roadway and the desire to preserve the healthy mature trees along the route. Ms. Wagner stated a new storm sewer will be placed to accommodate the new curb and gutter which will outlet to the existing ditches along Yench Road and Greenhill Drive. She said a public informational meeting related to the projects was held on March 12, 2026 at City Hall and was well attended by the residents. Ms. Wager stated the project was publicly bid in accordance with all State regulations. She said despite the initial interest shown by the various contractors, the Page 19 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 2 of 6 project only had one bidder. Ms. Wagner stated Musson Brothers, Inc., was the sole bid at $774,412.50. She said even though only one bid was received, the bid is in alignment with the anticipated cost for the project and the City has worked with them in the past and doesn’t have any objections to awarding this contract to them. Ms. Wagner stated since 1984 the City has assessed road projects and curb extensions to the benefited properties with their address or driveway on the roadway being paved. She said the 2026 residential road and curb assessments is capped at $3,411 and lots that are zoned Lowland / Conservancy are capped at $1,079. Ms. Wagner stated assessments are allowed to be calculated in one of three ways: front footage, acreage, or unit. She stated analysis was completed using all three methods and it was determined the unit method was the most fair and equitable for this assessment district. She noted there were significant differences in the front footage for some of the properties for those located within a cul-de-sac or a corner lot. She also said there are several properties with significant acreages with only one residential home and felt this wasn’t an equitable way to distribute the cost either. Ms. Wagner stated some of the larger lots could potentially subdivide and therefore included deferred assessments for some. She added the deferred assessments will only become active if the lot further subdivides within 5 years of the final assessment resolution. She stated the deferred assessment rate is not capped. Ms. Wagner stated the project will be funded in part by the Local Road Improvement Program (LRIP) in the amount of $30,934.31 and are allocated to the road construction costs reducing the amount assessed to the property owners. Ms. Wagner stated the preliminary Engineers Report was compiled using the bids and assessment notices were mailed to the affected properties. She said if it wasn’t for the residential road cap, the assessment would be $14,154.58 per unit. She said with the cap it is only 24 percent of the cost. She said one of the lots is zoned lowland conservancy, which has a cap of $1,079 per unit, which equates to 7.6 percent of the cost. The installation of a new curb along the East side of Yench Road is also assessed at 50 percent of the cost. The other 50 percent of the cost is allocated to the Storm Water Utility. The curb assessment is $5,077.02 per unit, which is capped at $3,411 per unit, which equates to 67 percent of the cost. Ms. Wagner stated the City of Pewaukee allows assessments to be paid over 10 years with any unpaid balance accruing simple, annual interest. She said the assessments will be finalized after the project is complete and closed out, at which time the final resolution would be passed by the Council levying the final assessment values. She said the property owners will have the option to pay the assessment in full (avoiding all interest charges) by October 31st of the year the final resolution is sent to the affected parcels, or it will automatically begin a 10-year payment plan, which is a special charge on the annual tax bill and interest accrues on any unpaid balance. She said the interest rate will be determined by the 2026 borrowing later this year. Ms. Wagner reported access will be maintained, but residents should expect delays during the construction. She said the driveways will be ramped for access. When curbs are constructed at driveways or culverts are replaced, the contractor will work with the resident for access. She said any driveway removal will be replaced in kind. Page 20 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 3 of 6 She said concrete would be replaced with concrete, and asphalt would be replaced with asphalt. She warned the residents in attendance that any impediments, such as landscaping, sprinkler systems, dog fences, etc. within the City's right of way will need to be marked or removed prior to construction. Ms. Wagner stated the project came in under the 2026 budgeted amount. She said the lowest bid received was $774,412.50 and then when engineering, administration, and contingency were added, the total construction project cost was $1,006,736.25. She stated the project would be allocated in the following manner; the City would pay $639,581.28, the curb costs would also be paid by the City in the amount of $20,308.08, and the Stormwater Utility would pay $346,846.89. At this time, Mayor Bierce opened the Public Hearing. Joan Wintersberger (W272 N4542 Yench Road) stated she owns a second parcel, but it is basically a dead-end and it has a gate across the front of the property and has a gravel road. She asked if the gate was going to be torn down and if the road would be extended all the way to Highway 16 or if the gate would stay. Ms. Wagner stated the gate will stay and the project ends at the gate. Ms. Wintersberger asked why the property is being assessed when there is no access to Yench Road. Ms. Wagner stated regardless of whether the property has direct or indirect access and despite the fact that there is a gate across the property, its access is considered to be on Yench Road. That is why Ms. Wintersberger is receiving a special assessment. Ms. Wintersberger stated it wasn’t part of the assessment process last time. Mayor Bierce asked Ms. Wagner to look into it further. Steve Jacobs (W272 N4797 Yench Road) he stated he is the only one losing trees, and will be having his planters and mailbox removed. He asked why he has to pay for a curb. He said they have no water or sewer in that area. He said there are no drainage problems. Ms. Wagner stated curb and gutter were going in on the east side of Yench Road to save the trees. She said if curb and gutters weren’t installed, they would have to do ditching along that entire stretch to make sure there is adequate drainage along that right-of-way to accommodate the flows coming down from the hill. She said they would be tearing through the roots of the trees. She said they thought the trees have value, especially the large oak at the intersection of Greenhill Drive and Yench Road. Mr. Jacobs stated they already have a ditch. He said the pine trees on his property that are listed to be removed are close to the culvert that is going to be replaced and the rest of the pine trees have been next to the ditch for 40 years. He said he didn’t understand how a curb was going to make a difference. Ms. Wagner stated minimal grading would be needed to install a curb. She said the work needed to regrade the ditches would damage the shallow root system of the pine trees. She said the trees would die within five years. Again, Mr. Jacobs stated he didn’t understand why a ditch would hurt the trees. He said all a curb would do would be to speed up the water flow down the hill. He said they don’t have a water or drainage problem in that area. Ms. Wagner responded that they plan on putting in the curbs to save the mature trees. She said cutting into their roots would result in a high probability of killing those trees. She said steep ditch swales are hard to stabilize, and they do not want to constantly restore the area. Mr. Jacobs continued asking the same questions regarding the need for the curbs. David Stromberg (N47 W27115 Greenhill Court) asked how high the gutter was going Page 21 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 4 of 6 to be because it would be difficult to mow grass next to a curb. Ms. Wagner stated the curbing would eliminate the ditch on the property side. She said the land would be flush with the back of the curb. Kent Rice (W272 N4791 Yench Road) stated they have never had water in their culverts nor flow down Greenhill Drive. He asked who the brilliant consultant was to suggest a curb was needed to solve a problem that doesn't exist. Again, Ms. Wagner stated the curb and gutter was proposed to save the mature trees. Mr. Rice stated there was no reason to save those trees. Mayor Bierce asked if they were his trees. Mr. Rice said he did not own the trees; they were across the street. Mayor Bierce responded that his neighbor might feel different about their removal. Mr. Rice said everything he read was that the curbs were being installed to control the water coming down from Yench Road. He stated that problem does not exist. Ms. Wagner stated the curb is multi-functional. She said there is a concern that when they regrade the ditch it will have a steep slope and it will be difficult to stabilize. She added there is water on that side of the roadway. She said there is probably less on the west side. She said if they regrade the ditches the trees would be lost. She said even though the trees are in the right-of-way and they have the right to remove them, they want to save the trees based on their age and condition. Ms. Wintersberger suggested pitching the road toward the west so the grade of the road would take care of the water. She said there wouldn’t be a need for deeper ditches or installing the curb. Joe Wartzenluft (N47 W27215 Greenhill Drive) stated the oak tree was on his property. He asked if it was possible to change the grading. Ms. Wagner stated the oak would be removed without the curb and gutter. She said it is dead center of the swale. Jeff Mierow stated he is the owner of 30 acres on the west side of the road. He said they had an issue with developing his property due to issues with the storm water. He said the City has a different perception regarding what they think the water does to what the neighbors actually see. He said hardly any water goes down the road. He said the slope is a high spot on the property and north of there the water travels west, and east of there the water travels south. He said some of the water pools at his property. He said he would like a small ditch on his side so that the water stays off his property and would like a culvert installed so that he can access his property. Debbie Brown (N47 W27100 Greenhill Court) asked what the City is going to do two to three years from now when their design fails and people have water in their basements. She said they have never had a problem with drainage. Ms. Wagner stated there may be various reasons a basement floods but, it doesn’t mean the City caused the issue. She said if there was an issue, the property owner would submit a claim to the City, and it would be reviewed. Sometimes we would ask consultants to review as well. After that point it would come to the Council to determine whether or not there was any fault on our end and if necessary, it would go to our insurance company as a claim. In that case they would do their own evaluation and then would come back to the Council. Ms. Brown asked if the City would consider installing the Page 22 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 5 of 6 curb only 20 feet before Greenhill Court. She stated she worried about the snowplows coming through and damaging the curbs. Ms. Wagner stated our snowplow drivers prefer the curbs. She stated the City is trying to save more than just that one oak tree. Ms. Brown stated it would be cheaper to replace trees than to be assessed for this project. Mr. Stromberg asked if anything was going to be done with Yench Road and the pitch going up to Highway JK. He said the residents need an all-wheel drive to get out of the subdivision in winter. He asked if it was possible to do tree clearing at the top of the hill so that the teenage drivers could see better. Ms. Wagner stated the City could look at site clearing. She did acknowledge that they did look at the elevation of Highway JK but substantial grading would have needed to be done. Mr. Rice asked what would happen to the mailboxes. Ms. Wagner stated they would be reset. Aaron Frank (W271 N4717 Greenhill Court) stated the original plans showed a curb installed between him and his neighbor and asked if that was still the case. Ms. Wagner stated there is a 10-foot section to push water to both sides. He said at the informational meeting it wasn’t known if that was not going to be part of the assessment or absorbed by the project. Ms. Wagner stated it is not part of the assessment, and it would be 100 percent paid by the Storm Water Utility. Mr. Frank asked if the interest rate was known. Ms. Wagner stated it will be based on the City’s upcoming borrowing, with an additional one percent added for administrative fee. Someone from the audience asked when the project would start. Ms. Wagner stated nothing has been scheduled at this time, but notices will be sent to the property owners that will include contact information. She speculated to start mid-to-late June. and estimated the project would take two months. Ms. Wintersberger stated she was contacted by the contractor asking about dumping the old asphalt on her property. She said they’d take care of the permits but was concerned because her property is considered wetland. She asked how she should respond to the contractor. Ms. Wagner stated she was not aware of this. She said typically the contractor would take the old asphalt to a milling plant and grind it up and reuse some of the product in their asphalt mix. She stated they would need DNR permits. Mr. Jacobs asked if they were going to survey gas and electric lines again. Ms. Wagner stated they have been in contact with the utilities and believe WE Energy Gas is doing something ahead of our project. She said there was nothing from WE Energies or cable that was coming as part of the project. Mayor Bierce closed the Public Hearing at this time. Ms. Brown stated she wanted to verify the curb and gutter amount. She said she understands 50 percent will be paid by the Stormwater Utility and the other 50 percent will be paid by the property owners. She asked what the total cost was. Ms. Wagner stated the total cost was $40,000 so the utility would being paying $20,000 and the other $20,000 would be assessed to the property owners. Ms. Brown stated this was a unique situation installing the curbs to save the trees and avoid the steep ditches. Page 23 of 208 Common Council Meeting Minutes ~ May 18, 2026 Page 6 of 6 A motion was made and seconded (C. Brown, R. Reinbold) to approve Resolutions 26-06-12 and 26-06-13, accept the Engineer’s preliminary report and award the contract to Munson Brothers in the amount of $774,412.50. Motion Passed: 5-For, 0-Against. 3. Public Comment John Brown (N47 W27100 Greenhill Court) stated he has a great ditch that measures 24 inches and would like it to stay that way. 4. Consent Agenda 4.1 Approve the Appointment of Doug Brahm to the Fire Commission - Term Ending 5/1/2031 (Replacing Lloyd Bertram) 4.2 Approval of the Accounts Payable Listing Submitted May 18, 2026 Ms. Brown asked that Item #4.1 be removed for discussion. A motion was made and seconded (C. Brown, P. Vetterkind) to approve the remaining item on the consent agenda. Motion Passed: 5-For, 0-Against. 4.1 Approve the Appointment of Dough Brahm to the Fire Commission Ms. Brown asked why he was being presented for appointment when no information was provided about him. Mr. Klein stated Mr. Brahm was the former Fire Chief in Lisbon and would be Lisbon’s representative. Mayor Bierce stated this item would be brought back at a future meeting with more information. 5. Public Comment - None 6. Adjournment A motion was made and seconded (B. Dziwulski, C. Brown) to adjourn the meeting at 7:18 p.m. Motion Passed: 5-For, 0-Against. Respectfully Submitted Kelly Tarczewski Clerk/Treasurer Page 24 of 208 Common Council Meeting Minutes ~ June 1, 2026 Page 1 of 5 City of Pewaukee W240 N3065 Pewaukee Road Common Council Meeting Minutes Monday, June 1, 2026 In Attendance: Mayor Bierce, Alderpersons C. Brown, B. Dziwulski, R. Reinbold, S. Tabbert and J. Wamser. Alderman P. Vetterkind was absent and excused. Also In Attendance: Attorney S. Riffle, Administrator S. Klein, DPW Director M. Wagner, City Planner & Community Development Director N. Fuchs, Library Director N. Champe and Clerk/Treasurer K. Tarczewski. 1. Call to Order and Pledge of Allegiance Mayor Bierce called the meeting to order at 6:30 p.m. and asked everyone to stand for the Pledge of Allegiance. 2. Public Comment Todd Vogelsang (N29 W22232 Kathryn Court) stated road resurfacing work is being done on Marjean Lane and he requested that the foundation be packed down with a roller to give the road more longevity. He also mentioned that no one is paying attention to the “no parking” signs on the road and thinks it should be monitored by Police Services more. 3. Plan Commission Reports and Recommendations 3.1 PUBLIC HEARING, Discussion and Possible Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for Solveig Spa Skola to Allow for a Spa Service Business to be Located at N27 W23960 Paul Road (PWC 0918- 998-024) Mr. Fuchs stated this Conditional Use Permit request is for a spa and educational training use. The business wants to be located within an existing 400 square foot tenant space. They would provide spa services and wellness type treatments. Mr. Fuchs stated the owner also teaches CPR and basic life support. He said she is willing to work with the State of Wisconsin to teach and assist students who are seeking to be certified in different State licensed-type occupations such as massage therapy, cosmetology and nail technicians. Mr. Fuchs stated the hours of operation would be 8:00 a.m. to 8:00 p.m. Monday through Thursday, 8:00 a.m. to 5:00 p.m. Friday and Saturday, and closed on Sunday. He said the existing parking lot is adequate for the proposed use. Mr. Fuchs stated staff does not see any adverse impact and he said staff and the Plan Commission recommend approval. Mayor Bierce opened the Public Hearing. No one indicated an interest in speaking, so it was immediately closed. The Council did not indicate they had any questions or concerns. A motion was made and seconded (B. Dziwulski, S. Tabbert) to approve the Conditional Use Permit. Motion Passed: 5-For, 0-Against. 4. New Business Page 25 of 208 Common Council Meeting Minutes ~ June 1, 2026 Page 2 of 5 4.1 Discussion and Possible Action to Approv e the Replacement of the Pewaukee Public Library's HVAC Controls in the Amount not to Exceed $16,000 Ms. Champe stated this capital project was for the replacement of the HVAC control system. She said six bids were received and the lowest qualified bidder was Southport Engineered Systems in the amount of $69,964. The project also includes an additional $10,000 for technical services to be provided by Harwood Consulting and IT support from Taylor Computing in the amount of $3,000. She said, per the Library agreement, the City is asked to pay 20 percent of the costs, not to exceed $16,000. Ms. Champe stated Harwood Consulting wrote the technical specs for the Request for Proposal (RFP) and will make sure everything is installed correctly and they will also work with the contractor regarding the set points. Ms. Champed stated she has made application to WE Energies for a $3,000 grant. Ms. Brown asked if the Library could create a process moving forward for reimbursement guidance. Ms. Champe stated the Village was willing to front the initial expense and would bill the City for their portion. Ms. Brown asked if a procedure could be put into writing. Ms. Champe stated she could either do a Memo of Understanding (MOU) or add it to the Library’s Financial Policy. Ms. Brown asked Mr. Klein if he had a preference. He stated he didn’t have a preference. Mayor Bierce noted that the City already spent the Contingency Funds for this year, so the money above what was budgeted for the Library’s capital expenses would have to be earmarked out of a different account. Mr. Klein suggested it be taken out of the Undesignated Fund Balance. A motion was made and seconded (B. Dziwulski, J. Wamser) to approve the reimbursement to the Village in an amount not to succeed $16,000 with the majority of the funds to come from the Library Capital Budget and the remaining funds from the Undesignated Fund Balance. Motion Passed: 5-For, 0- Against. 4.2 Discussion and Possible Action Regarding a Letter of Support for a FRA CRISI Grant Application for the Amtrak Hiawatha West Project and Station Located Along the North Side of Marjean Lane and West of Duplainville Road Mr. Fuchs stated within the packet is a draft letter of support for the federal grant for the Hiawatha West Project. He reminded Council they previously expressed their support. He stated the State is requesting written proof of our support so that it can become part of their grant application. Mr. Fuchs stated he has had conversations with Amtrak and the parking lot, platform and other improvements could be included in the grant but would most likely require the City to contribute financially as well. He said the amount is unknown at this time and would be brought back to the Council for approval. Mr. Fuchs said Amtrak is requesting a high-level engineering review. Page 26 of 208 Common Council Meeting Minutes ~ June 1, 2026 Page 3 of 5 Mr. Reinbold asked if the railroad has narrowed down their decision as to where they want to install the platform. Mr. Fuchs stated they are focused on Marjean Lane and Duplainville Road for their grant application unless the City tells them we are not interested. Ms. Brown said she spoke to multiple people within her district and they appear to be neutral about it. They said they don’t think they would ever use it but don't want tax dollars to go towards it. She stated she felt the ridership should be subsidizing the station improvements. Mr. Wamser stated Council previously discussed charging for parking to subsidize police presence and other security measures such as installing cameras and having a police presence. Mr. Dziwulski stated Pewaukee is a great location and feels people may opt to use it more than the downtown or the airport stations. He said he was in favor of charging for parking. Ms. Brown asked if there were potentially any concerns with the Amazon facility being so close to that area. Mr. Tabbert stated this investment is forward thinking and fully supports the project. A motion was made and seconded (R. Reinbold, S. Tabbert) to send a letter supporting the Amtrak Hiawatha FRA CRISI grant application relating to the West Project and station located on the north side of Marjean Lane and west of Duplainville Road. Motion Passed: 5-For, 0-Against. 4.3 Discussion Related to the 2027 Budgeting Process Mr. Fuchs presented the proposed time frame of the 2027 budget process. He stated it was similar to previous years and there were no significant changes. 4.4 Discussion and Possible Action Regarding the Accounts Payable Listing Submitted June 1, 2026 A motion was made and seconded (C. Brown, B. Dziwulski) to approve the accounts payable listing. Motion Passed: 5-For, 0-Against. 5. Engineering 5.1 Discussion and Possible Action Regarding MEA Forward LLC (Lake Country Eye Surgery) Easement Agreement. Ms. Wagner stated this building will be going in on Busse Road where there is an existing sanitary sewer easement on the front portion of the lot. The developer is looking to install a driveway, parking lot, signage and some landscaping within that easement. She said the proposed agreement would state the City is not responsible for maintenance or replacement of any items within the easement, even if we would have to replace our sewer in that easement area. Ms. Wagner stated the City Attorney has reviewed it and it is basically a standard agreement. Attorney Riffle stated he had no concerns. Page 27 of 208 Common Council Meeting Minutes ~ June 1, 2026 Page 4 of 5 A motion was made and second (S. Tabbert, C. Brown) to approve the easement agreement. Motion Passed: 5-For, 0-Against. 5.2 Discussion and Possible Action to Send a Letter of Support to the U.S. Department of Transportation on Behalf of Waukesha County's CTH K Grade Crossing Elimination Project. Ms. Wagner stated Waukesha County previously brought this before the Council when they applied for a Build Grant. They are now applying for a Railroad Crossing Safety Grant. They are looking for a letter of support to send to the Wisconsin Department of Transportation (DOT). Mayor Bierce asked if she had seen any revised maps. Ms. Waner stated they have not done any additional engineering work on the project. They are waiting on the award of the grant to begin the project design. A motion was made and seconded (B. Dziwulski, R. Reinbold) to send a letter to the U.S. Department of Transportation supporting the County’s CTH K grade crossing elimination project. Motion Passed: 5-For, 0-Against. 5.3 Discussion and Possible Action Regarding The Glen at Springdale 1. Approve the Stockpile & Grading Agreement 2. Approve the Financial Guarantee in the amount of $250,000. Ms. Wagner stated The Glen at Springdale, also known as the Esser Farm, is developing condos and single-family homes. She said they want to do some early grading and stockpiling before they get their development plans approved and establish a developer’s agreement. She stated the City Attorney has approved the agreement. Ms. Wagner added they would like to establish a $250,000 financial guarantee. Ms. Brown asked where the developer was going to stockpile the fill. Ms. Wagner stated they plan on bringing it in and grading it immediately. She said there could potentially be small stockpiling near Springdale Road. Joe Bukovich was present for this item. He stated they would be coming in off of Springdale Road and traveling on the north side of the homes. Ms. Brown asked when they plan on starting the development. He responded as soon as they can get through the developer agreement and plans. He said they have had meetings with the Building Department and Engineering. They worked out the issues and resubmitted their plans and are waiting on the City’s final approval. He figured they could begin in August. Ms. Brown wanted assurance that the roads were posted so that trucks weren’t going through the subdivision. Mr. Bukovich stated he understood the importance of keeping the trucks out. Ms. Wagner stated there is a provision in the Developers Agreement related to truck traffic. Mayor Bierce asked when the houses will be razed. Mr. Bukovich stated they will be closing on the sale in June, so, sometime after that. Page 28 of 208 Common Council Meeting Minutes ~ June 1, 2026 Page 5 of 5 Ms. Brown asked if they would be cleaning up every night. Ms. Wagner stated yes. Mr. Reinbold asked if they would be using flaggers or have some sort of traffic control. Mr. Bukovich stated it would depend on the amount of dirt coming in. He said typically they would not. A motion was made and seconded (B. Dziwulski, C. Brown) to approve the stockpile and grading agreement for The Glen at Springdale and set the financial guarantee in the amount of $250,000. Motion Passed: 5-For, 0- Against. 6. Public Comment - None 7. Adjournment A motion was made and seconded (S. Tabbert, B. Dwizulski) to adjourn the meeting at 7:08 p.m. Motion Passed: 5-For, 0-Against. Respectfully Submitted Kelly Tarczewski Clerk/Treasure r Page 29 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 1/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 906.66 53100 52400 HIGHWAY - CONTRACTED JANITORIAL A&M CLEANING SOLUTIONS 145993*# 400 05/29/2026 67.27 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR AIR ONE EQUIPMENT 145994 400 05/29/2026 1,515.50 51430 52980 EMPLOYEE SERVICES - TRAINING AMERICAN RED CROSS 145996 400 05/29/2026 5,528.13 51510 52120 AUDIT SERVICES BAKER TILLY US LLP 145998*# 400 05/29/2026 87.98 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT BATTERY SYSTEMS 145999 400 05/29/2026 97.20 55200 52410 PARKS - BUILDING REPAIRS & MAINT BATZNER PEST CONTROL 146000 400 05/29/2026 97.20 55200 52410 PARKS - BUILDING REPAIRS & MAINT 193.21 55200 52410 PARKS - BUILDING REPAIRS & MAINT 387.61 CHECK 400 146000 TOTAL FOR FUND 100: 470.55 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & BRAHM ENTERPRISES LLC 146001 400 05/29/2026 1,691.31 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & 2,161.86 CHECK 400 146001 TOTAL FOR FUND 100: 1,309.50 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & BREDAN MECHANICAL SYSTEMS INC 146002 400 05/29/2026 5,468.00 51430 52100 ATTORNEY'S FEES BUELOW VETTER BUIKEMA OLSON & VLIET 146003 400 05/29/2026 70.88 53100 53400 HIGHWAY - OPERATING SUPPLIES CINTAS 146004*# 400 05/29/2026 105.04 51420 53470 CLERK/TREASURER - NOTICES & PUBLICATIONS CONLEY MEDIA 146005# 400 05/29/2026 58.12 56300 53470 PLANNER - NOTICES & PUBLICAT 70.76 56400 53470 BOARD OF APPEALS - NOTICES & PUBLICATION 233.92 CHECK 400 146005 TOTAL FOR FUND 100: 21.67 55200 52420 PARKS - GROUNDS MAINTENANCE ELLIOTTS ACE HARDWARE 146006 400 05/29/2026 482.54 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI FIRE SERVICE INC 146008 400 05/29/2026 3,762.31 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 4,244.85 CHECK 400 146008 TOTAL FOR FUND 100: 234.00 56300 52190 PLANNER - OTHER PROFESSIONAL SERVICES FOTH INFRASTRUCTURE & ENVIRONMENT 146009 400 05/29/2026 596.50 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & GRENZ SERVICE CO. LLC 146012 400 05/29/2026 2,108.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES HOPKINS SPORTS CAMPS 146014 400 05/29/2026 65.00 51450 52190 IT - OTHER PROFESSIONAL SERVICES JAMES IMAGING SYSTEMS 146015 400 05/29/2026 Page 30 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 2/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 1,092.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES JENNIFER SCHOLTKA 146016 400 05/29/2026 1,991.62 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT JX ENTERPRISES, INC. 146017 400 05/29/2026 21.49 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 1,460.46 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 3,473.57 CHECK 400 146017 TOTAL FOR FUND 100: 20.52 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI KAESTNER AUTO ELECTRIC CO. 146018 400 05/29/2026 945.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES KARMEN LEHMAN 146019 400 05/29/2026 1,485.00 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 146021 400 05/29/2026 34.92 53100 53400 HIGHWAY - OPERATING SUPPLIES LINCOLN CONTRACTORS 146022 400 05/29/2026 54.24 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT MENARDS 146024*# 400 05/29/2026 203.88 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 15.49 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 33.46 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 56.97 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 14.50 55200 52410 PARKS - BUILDING REPAIRS & MAINT 68.08 55200 52420 PARKS - GROUNDS MAINTENANCE 105.86 55200 52420 PARKS - GROUNDS MAINTENANCE 33.03 55200 53950 PARKS - NEW EQUIPMENT 585.51 CHECK 400 146024 TOTAL FOR FUND 100: 19.74 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI NAPA 146026 400 05/29/2026 79.02 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 98.76 CHECK 400 146026 TOTAL FOR FUND 100: 840.11 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING PROHEALTH PHARMACY WAUKESHA 146029 400 05/29/2026 17,018.00 51930 55110 WORKER'S COMPENSATION R&R INSURANCE SERVICES 146030 400 05/29/2026 216.00 55200 52420 PARKS - GROUNDS MAINTENANCE RUSS'S MULCH & TOPSOIL 146032 400 05/29/2026 432.00 55200 52420 PARKS - GROUNDS MAINTENANCE 648.00 CHECK 400 146032 TOTAL FOR FUND 100: 458.44 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR SCBAS 146033 400 05/29/2026 30.00 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES SOFT WATER, INC. 146034 400 05/29/2026 640.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES STACI JOERS 146035 400 05/29/2026 Page 31 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 3/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 168.75 00000 44300 BUILDING PERMITS STEVEN & SHEREEN WOODS 146036 400 05/29/2026 280.26 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT TK ELEVATOR CORPORATION 146037 400 05/29/2026 284.00 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR TKK ELECTRONICS 146038*# 400 05/29/2026 395.51 55200 53950 PARKS - NEW EQUIPMENT TOTAL TOOL 146039 400 05/29/2026 72.97 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES UNIFIRST CORP 146040 400 05/29/2026 400.00 51430 52100 ATTORNEY'S FEES WI EMPLOYMENT RELATIONS COMMISSION 146043 400 05/29/2026 196.50 53100 53730 HIGHWAY - ROAD REPAIRS WOLF PAVING 146044 400 05/29/2026 94.50 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING AIRGAS USA 146047 400 06/05/2026 3,195.52 55200 52420 PARKS - GROUNDS MAINTENANCE AMRIZE MID-AMERICA INC 146049 400 06/05/2026 58.00 55300 53300 RECREATION PROGRAM - MILEAGE AMY WHITE 146050 400 06/05/2026 925.88 53100 53400 HIGHWAY - OPERATING SUPPLIES ARROW TERMINAL, LLC 146051 400 06/05/2026 370.08 55200 52410 PARKS - BUILDING REPAIRS & MAINT BATZNER PEST CONTROL 146053 400 06/05/2026 108.13 55200 52410 PARKS - BUILDING REPAIRS & MAINT 478.21 CHECK 400 146053 TOTAL FOR FUND 100: 500.00 00000 23175 BOB25-0035 Bielinski Homes 146054 400 06/05/2026 1,756.16 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT BREDAN MECHANICAL SYSTEMS INC 146056 400 06/05/2026 40.09 55200 52440 PARKS - VEHICLE REPAIR & MAINT BUMPER TO BUMPER 146057 400 06/05/2026 255.00 00000 45110 COURT PENALTIES CITY OF PEWAUKEE 146058 400 06/05/2026 4,712.76 53100 53420 HIGHWAY - FUEL COREY OIL 146060 400 06/05/2026 1,922.71 53100 53420 HIGHWAY - FUEL 6,635.47 CHECK 400 146060 TOTAL FOR FUND 100: 9,911.40 51450 52480 IT - SOFTWARE MAINTENANCE & UPDATES DLT SOLUTIONS 146061 400 06/05/2026 3,700.00 51600 52160 CITY HALL - DATA PROCESSING EHLERS 146062*# 400 06/05/2026 551.00 51450 52480 IT - SOFTWARE MAINTENANCE & UPDATES ELEVITY GORDON FLESCH CO INC 146063 400 06/05/2026 38.96 55200 52420 PARKS - GROUNDS MAINTENANCE ELLIOTTS ACE HARDWARE 146064*# 400 06/05/2026 400.00 52210 52150 FIRE ADMINISTRATION - EMPLOYMENT EXAMINA FIRE & POLICE SELECTION, INC 146067 400 06/05/2026 Page 32 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 4/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 196.23 51420 52430 CLERK/TREASURER - EQUIP REPAIR & MAINT FORWARD TS 146068*# 400 06/05/2026 72.07 53110 53400 ENGINEERING - OPERATING SUPPLIES 268.30 CHECK 400 146068 TOTAL FOR FUND 100: 55.41 51535 51410 BOARD OF REVIEW - MEETING FEES JAMES JAESCHKE 146072 400 06/05/2026 76,764.03 53620 52800 RECYCLE - GARBAGE COLLECTION JOHNS DISPOSAL SERVICE 146073 400 06/05/2026 565.10 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT KMB ELECTRIC 146075 400 06/05/2026 17,850.00 51420 52130 CLERK/TREASURER - OTHER ACCOUNTING SERVI LAUTERBACH & AMEN, LLP 146076 400 06/05/2026 373.24 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 146077 400 06/05/2026 60.06 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 433.30 CHECK 400 146077 TOTAL FOR FUND 100: 165.36 53100 53400 HIGHWAY - OPERATING SUPPLIES LINCOLN CONTRACTORS 146078 400 06/05/2026 490.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES MARY FIRNROHR 146079 400 06/05/2026 312.46 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR MENARDS 146080*# 400 06/05/2026 14.32 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 63.44 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 21.44 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 126.70 53100 53400 HIGHWAY - OPERATING SUPPLIES 64.28 53100 53400 HIGHWAY - OPERATING SUPPLIES 20.99 55200 52410 PARKS - BUILDING REPAIRS & MAINT 39.98 55200 52420 PARKS - GROUNDS MAINTENANCE 34.75 55200 52420 PARKS - GROUNDS MAINTENANCE 26.97 55200 52430 PARKS - EQUIP REPAIR & MAINT 4.99 55200 52430 PARKS - EQUIP REPAIR & MAINT 70.81 55200 53400 PARKS - OPERATING SUPPLIES 5.99 55200 53480 PARKS - SAFETY EQUIPMENT 20.99 55200 53950 PARKS - NEW EQUIPMENT 828.11 CHECK 400 146080 TOTAL FOR FUND 100: 553.64 00000 45110 COURT PENALTIES NONN'S FLOORING, LLC 146081 400 06/05/2026 286.89 53100 53730 HIGHWAY - ROAD REPAIRS PAYNE & DOLAN 146083 400 06/05/2026 40.73 55200 52430 PARKS - EQUIP REPAIR & MAINT REINDERS, INC. 146086*# 400 06/05/2026 14.66 55200 52430 PARKS - EQUIP REPAIR & MAINT 177.64 55200 52430 PARKS - EQUIP REPAIR & MAINT 50.38 55200 52430 PARKS - EQUIP REPAIR & MAINT Page 33 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 5/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 283.41 CHECK 400 146086 TOTAL FOR FUND 100: 368.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES RESCUE READY RESOURCES LLC 146087 400 06/05/2026 324.00 55200 52420 PARKS - GROUNDS MAINTENANCE RUSS'S MULCH & TOPSOIL 146088 400 06/05/2026 108.00 55200 52420 PARKS - GROUNDS MAINTENANCE 432.00 CHECK 400 146088 TOTAL FOR FUND 100: 150.00 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI SILVER LAKE TOWING AND RECOVERY 146089 400 06/05/2026 1,749.91 53100 53730 HIGHWAY - ROAD REPAIRS STARK PAVEMENT CORP 146092 400 06/05/2026 4,423.43 00000 45110 COURT PENALTIES STATE OF WI COURT FINES & ASSMTS 146093 400 06/05/2026 29.96 00000 45110 COURT PENALTIES STONERIDGE MART 146094 400 06/05/2026 671.90 53100 55310 HIGHWAY - EQUIPMENT RENTAL SUNBELT RENTALS, INC 146095*# 400 06/05/2026 133.35 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES UNIFIRST CORP 146096 400 06/05/2026 21.06 52210 52260 FIRE ADMINISTRATION - PHONE & CELL VERIZON 146097 400 06/05/2026 615.00 00000 46720 PARK RESERVATION FEES VILLAGE OF PEWAUKEE 146098 400 06/05/2026 1,115.00 52230 52980 FIRE PROTECTIVE SERVICES - TRAINING WAUKESHA CO TECHNICAL COLLEGE 146099 400 06/05/2026 1,338.80 00000 45110 COURT PENALTIES WAUKESHA CO TREASURER 146100# 400 06/05/2026 313,763.33 52100 52160 POLICE - CONTRACT FOR SERVICES 315,102.13 CHECK 400 146100 TOTAL FOR FUND 100: 24.71 55200 52210 PARKS - ELECTRICITY WE ENERGIES 146102 400 06/05/2026 1,619.88 55300 53410 RECREATION PROGRAM - UNIFORMS WILL ENTERPRISES 146103 400 06/05/2026 147.00 53100 53730 HIGHWAY - ROAD REPAIRS WOLF PAVING 146104 400 06/05/2026 283.14 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS ADP SCREENING & SELECTION SERVICES 146105 400 06/10/2026 600.00 54155 52990 SHARP SHOOTER DEER MANAGEMENT ALEX MLACHNIK 146106 400 06/10/2026 488.87 52210 53450 FIRE ADMINISTRATION - CPSI ACCREDIATION BIERCE, STEVE 146107 400 06/10/2026 2,204.50 51430 52100 ATTORNEY'S FEES BUELOW VETTER BUIKEMA OLSON & VLIET 146109 400 06/10/2026 65.97 52400 53300 BUILDING SERVICES - MILEAGE & FUEL CHARLIE DWYER 146110 400 06/10/2026 487.50 51430 52700 EMPLOYEE SERVICES - EMPLOYEE WELLNESS PR FROEDTERT HEALTH / 146111 400 06/10/2026 117.49 55200 53950 PARKS - NEW EQUIPMENT MENARDS 146112 400 06/10/2026 801.13 52400 53300 BUILDING SERVICES - MILEAGE & FUEL MIKE HADLEY 146113 400 06/10/2026 Page 34 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 6/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 3,735.44 52400 52190 BUILDING SERVICES - OTHER PROFESSIONAL MUNICIPAL CODE ENFORCEMENT, LLC 146114# 400 06/10/2026 1,420.00 56300 52190 PLANNER - OTHER PROFESSIONAL SERVICES 5,155.44 CHECK 400 146114 TOTAL FOR FUND 100: 61.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS PROHEALTH CARE MEDICAL GROUP 146115 400 06/10/2026 183.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS 244.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS 488.00 CHECK 400 146115 TOTAL FOR FUND 100: 6,583.33 51980 59910 CONTINGENCY APPROPRIATION PUBLIC ADMINISTRATION ASSOCIATES LL 146116 400 06/10/2026 255.21 55200 52410 PARKS - BUILDING REPAIRS & MAINT THE SHERWIN WILLIAMS CO 146117 400 06/10/2026 17,654.43 00000 46230 AMBULANCE RUNS VILLAGE OF LISBON 146119 400 06/10/2026 10,589.97 00000 24400 BUILDING SERVICES DUE TO VILLAGE VILLAGE OF PEWAUKEE 146120# 400 06/10/2026 51,120.25 00000 46230 AMBULANCE RUNS (1,298.82) 00000 47380 CONTRACTED BUILDING INSPECTION (834.00) 00000 47390 BUILDING CODE ENFORCEMENT (1,784.75) 52400 53400 BUILDING SERVICES - OPERATING SUPPLIES 57,792.65 CHECK 400 146120 TOTAL FOR FUND 100: 3,225.60 55300 53410 RECREATION PROGRAM - UNIFORMS WILL ENTERPRISES 146122 400 06/10/2026 836.16 55300 53410 RECREATION PROGRAM - UNIFORMS 4,061.76 CHECK 400 146122 TOTAL FOR FUND 100: 95.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS WISCONSIN DEPARTMENT OF 146123 400 06/10/2026 230.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS 325.00 CHECK 400 146123 TOTAL FOR FUND 100: 605,226.64 Total for fund 100 GENERAL FUND Page 35 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 7/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 230 STORM WATER MANAGEMENT 453.34 53650 52400 CONTRACTED JANITORIAL A&M CLEANING SOLUTIONS 145993*# 400 05/29/2026 66.00 53652 53520 DITCH & CULVERT MAINT - DITCH MAINTENANC ALL-WAYS CONTRACTORS, INC 145995*# 400 05/29/2026 35.45 53650 53400 OPERATING SUPPLIES CINTAS 146004*# 400 05/29/2026 148.99 53650 53400 OPERATING SUPPLIES MENARDS 146024*# 400 05/29/2026 38.54 53650 53400 OPERATING SUPPLIES 187.53 CHECK 400 146024 TOTAL FOR FUND 230: 845.70 53650 52430 EQUIPMENT REPAIR & MAINT POMP'S TIRE SERVICE, INC. 146028 400 05/29/2026 40,318.08 57340 58210 PROJECTS - CITY STORM WATER STUDY AECOM TECHNICAL SERVICES, INC 146046 400 06/05/2026 72.06 53650 53400 OPERATING SUPPLIES FORWARD TS 146068*# 400 06/05/2026 28.92 53650 52430 EQUIPMENT REPAIR & MAINT JX ENTERPRISES, INC. 146074 400 06/05/2026 202.84 53652 53520 DITCH & CULVERT MAINT - DITCH MAINTENANC SITEONE LANDSCAPE SUPPLY LLC 146090 400 06/05/2026 762.81 53652 53520 DITCH & CULVERT MAINT - DITCH MAINTENANC 965.65 CHECK 400 146090 TOTAL FOR FUND 230: 335.96 53650 55310 EQUIPMENT RENTAL SUNBELT RENTALS, INC 146095*# 400 06/05/2026 2,000.00 53656 53550 PERMIT COMPLIANCE - PERMIT FEES WI DNR ENVIRONMENTAL FEES 146121 400 06/10/2026 45,308.69 Total for fund 230 STORM WATER MANAGEMENT Page 36 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 8/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 450 CITY HALL REMODEL 1,300.00 57700 58100 CITY HALL REMODEL THRIVE ARCHITECTS 146118 400 06/10/2026 1,300.00 Total for fund 450 CITY HALL REMODEL Page 37 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 9/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 490 CAPTIAL EQUIPMENT 1,458.82 57220 58100 FIRE ADMINISTRATION - CAPITAL EQUIPMENT HASTINGS 146013 400 05/29/2026 30,927.00 57331 58100 HIGHWAY - CAPITAL EQUIPMENT MONROE TRUCK EQUIPMENT INC 146025 400 05/29/2026 1,891.62 57220 58100 FIRE ADMINISTRATION - CAPITAL EQUIPMENT TKK ELECTRONICS 146038*# 400 05/29/2026 5,898.00 57220 58100 FIRE ADMINISTRATION - CAPITAL EQUIPMENT 10-8 VIDEO 146045 400 06/05/2026 50,486.00 57700 58100 SOLAR PANELS - DPW BLUE SKY SOLAR 146055 400 06/05/2026 4,200.00 00000 48907 DONATIONS FOR DOG PARK FRIENDS OF THE PARKS OF PEWAUKEE 146069 400 06/05/2026 20,796.00 57160 58100 IT - CAPITAL EQUIPMENT BS&A SOFTWARE 146108*# 400 06/10/2026 115,657.44 Total for fund 490 CAPTIAL EQUIPMENT Page 38 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 10/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 130.00 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS ALL-WAYS CONTRACTORS, INC 145995*# 400 05/29/2026 24.74 10678 52100 TRANS & DIST MAINT-SCADA MAINT AT&T MOBILITY 145997*# 400 05/29/2026 311.96 10921 52230 ADMIN & GEN OPS-PHONE, INTERNET CELL 336.70 CHECK 400 145997 TOTAL FOR FUND 600: 2,341.56 10923 52120 ADMIN & GEN OPS-AUDIT/ACCOUNTANT BAKER TILLY US LLP 145998*# 400 05/29/2026 234.84 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS FERGUSON WATERWORKS #1476 146007 400 05/29/2026 89.36 10678 52100 TRANS & DIST MAINT-SCADA MAINT GRAINGER 146010*# 400 05/29/2026 (81.26) 10678 52100 TRANS & DIST MAINT-SCADA MAINT 8.10 CHECK 400 146010 TOTAL FOR FUND 600: 3,395.76 00107 12842 BULK WATER FILL STATION KMB ELECTRIC 146020 400 05/29/2026 5.39 10603 53400 SOURCE OPS- SUPPLIES AND EXPENSES MENARDS 146024*# 400 05/29/2026 34.40 10603 53400 SOURCE OPS- SUPPLIES AND EXPENSES 21.11 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 13.94 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 10.97 10672 52400 TRANS & DIST MAINT-RESERVOIRS & STANDPIP 85.81 CHECK 400 146024 TOTAL FOR FUND 600: 124.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS NORTHERN LAKE SERVICE, INC 146027 400 05/29/2026 52.20 10921 53300 ADMIN & GEN OPS-MILEAGE ROB KINCAID 146031 400 05/29/2026 87.91 10603 52200 SOURCE OPS-SAFETY USA BLUEBOOK 146041# 400 05/29/2026 729.55 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 817.46 CHECK 400 146041 TOTAL FOR FUND 600: 4,453.00 10652 52900 TREATMENT MAINT-WRT RADIUM TREATMENT WATER REMEDIATION TECHNOLOGY 146042 400 05/29/2026 45.00 10921 52331 ADMIN & GEN OPS-ANSWERING SERVICE ALL CITY COMMUNICATIONS INC. 146048* 400 06/05/2026 580.50 10902 51200 CUSTOMER ACCTS OPS-METER READING WAGES BADGER METER 146052 400 06/05/2026 16,734.45 10923 52170 ADMIN & GEN OPS-OUTSIDE ENGINEERING CITY OF WAUKESHA TREASURER 146059 400 06/05/2026 67.73 10626 53400 PUMPING OPS-MISC EXPENSE ELLIOTTS ACE HARDWARE 146064*# 400 06/05/2026 9,990.00 10677 52400 TRANS & DIST MAINT-MAINT OF HYDRANTS FAITH LEAK DETECTION SERVICES LLC 146065 400 06/05/2026 Page 39 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 11/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 646.54 10675 52400 TRANS & DIST MAINT-MAINT OF SERVICES FERGUSON WATERWORKS #1476 146066 400 06/05/2026 15.30 10614 52400 SOURCE MAINT-MAINT OF WELLS GRAINGER 146070 400 06/05/2026 6,405.81 10641 53410 TREATMENT OPS-CHEMICALS HAWKINS, INC. 146071 400 06/05/2026 27.96 10631 52310 PUMP MAINT-BUILD & GROUNDS MENARDS 146080*# 400 06/05/2026 93.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS NORTHERN LAKE SERVICE, INC 146082 400 06/05/2026 456.27 10677 52400 TRANS & DIST MAINT-MAINT OF HYDRANTS POLLARDWATER 146084 400 06/05/2026 6,476.00 00107 12818 PFAS TREATMENT PROJECT PROFESSIONAL SERVICE INDUSTRIES INC 146085 400 06/05/2026 84.00 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS REINDERS, INC. 146086*# 400 06/05/2026 84.00 10675 52400 TRANS & DIST MAINT-MAINT OF SERVICES 168.00 CHECK 400 146086 TOTAL FOR FUND 600: 2,232.50 10903 52401 CUSTOMER ACCTS OPS-CUST RECORDS BILL EXP BS&A SOFTWARE 146108*# 400 06/10/2026 55,918.49 Total for fund 600 WATER UTILITY Page 40 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 12/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 650 SEWER UTILITY 24.74 01831 52100 SCADA/TELEMETRY MAINT AT&T MOBILITY 145997*# 400 05/29/2026 311.97 10921 52230 ADMIN & GEN OPS PHONE INTERNET CELL 336.71 CHECK 400 145997 TOTAL FOR FUND 650: 2,341.56 10923 52120 ADMIN & GEN OPS-AUDITOR/ACCOUNTANT BAKER TILLY US LLP 145998*# 400 05/29/2026 57.40 01834 52400 MAINTENANCE OF GENERAL PLANT STRUCTURE GRAINGER 146010*# 400 05/29/2026 5,255.00 01380 18571 OTHER GENERAL EQUIPMENT GREGG MARTIN INSTRUMENTATION 146011# 400 05/29/2026 3,080.00 01831 52420 MAINTENANCE/SCS - FLOWMETER 8,335.00 CHECK 400 146011 TOTAL FOR FUND 650: 5.38 01827 53400 SUPPLIES AND EXPENSES MENARDS 146024*# 400 05/29/2026 34.39 01827 53400 SUPPLIES AND EXPENSES 21.12 01834 52400 MAINTENANCE OF GENERAL PLANT STRUCTURE 13.93 01834 52400 MAINTENANCE OF GENERAL PLANT STRUCTURE 74.82 CHECK 400 146024 TOTAL FOR FUND 650: 45.00 10921 52331 ADMIN & GEN OPS-ANSWERING SERVICE ALL CITY COMMUNICATIONS INC. 146048* 400 06/05/2026 5,000.00 10923 52120 ADMIN & GEN OPS-AUDITOR/ACCOUNTANT EHLERS 146062*# 400 06/05/2026 15,000.00 00107 12831 Gun Club Sewer Study STAAB CONSTRUCTION CORP 146091 400 06/05/2026 32,265.98 01827 52344 SEWER SERVICE CHARGE - WCC WAUKESHA WATER UTILITY 146101 400 06/05/2026 2,232.50 10903 52401 CUSTOMER ACCTS OPS CUST RECORDS BILL EXP BS&A SOFTWARE 146108*# 400 06/10/2026 65,688.97 Total for fund 650 SEWER UTILITY Page 41 of 208 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 13/13 Page : 06/10/2026 09:18 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 05/29/2026 - 06/10/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 800 CEMETERY 212.04 54910 53400 CEMETERY - OPERATING SUPPLIES MATTHEWS INTERNATIONAL 146023 400 05/29/2026 5.25 54910 53400 CEMETERY - OPERATING SUPPLIES 217.29 CHECK 400 146023 TOTAL FOR FUND 800: 217.29 Total for fund 800 CEMETERY '#'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE DEPARTMENT '*'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE FUND 889,317.52 TOTAL - ALL FUNDS Page 42 of 208 Page 43 of 208 Page 44 of 208 Page 45 of 208 Page 46 of 208 Page 47 of 208 Page 48 of 208 Page 49 of 208 Page 50 of 208 Page 51 of 208 Page 52 of 208 Page 53 of 208 Page 54 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Regarding Resolution 26-06-14 Wisconsin Department of Natural Resources NR208 Compliance Maintenance Resolution 2025 [Wagner/Mueller] Sub Item Agenda Language: Background Provided By: Magdelene Wagner/Jane Mueller Background: Compliance Maintenance Annual Report (CMAR) rule is for publicly and privately owned domestic wastewater treatment works required by Wisconsin Statute NR208. The CMAR is a self-evaluation tool that promotes the owner's awareness and responsibility for wastewater collection and treatment needs, measures the performance of a wastewater treatment works during a calendar year, and assesses its level of compliance with permit requirements. Attached is the draft CMAR which indicates a grade of A for our collection system. Fiscal Impact: Recommended Motion: Council Approve the CMAR Resolution. Page 55 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 Financial Management 1. Provider of Financial Information Name: Jane E. Mueller Telephone: (262)691-0804 (XXX) XXX-XXXX E-Mail Address (optional): jem@pewaukee.wi.us 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: 2025 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: 2025 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 $ 2,853,023.73 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) + $ 121,492.30 3.2.3 Adjusted January 1st Beginning Balance $ 2,974,516.03 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 3,187.00 Page 56 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 0.00 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 2,977,703.03 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. 3.3 What amount should be in your Replacement Fund? $ 2,728,600.08 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 Kopmeier sanitary sewer relay/replace. We have an approximately 400ft section of truss pipe (we think) that lies at the bottom of a bay in Pewaukee Lake. There are some major sags in the line, and the upstream manhole needs some rehab. Our consultant has recommended pipe bursting this section of sewer. We are currently preparing plans & specifications in 2025 with bidding late summer for winter 2025 - 2026 construction. $850,000 2026 2 Sewer line repairs. Includes repairs to areas in which the City will be reconstructing the roadway. Also to include other repairs as needed. $150,000 2026 3 Pipe Lining I-94 easement $200,000 2027 4 Engineering study Gun Club Lift station service area and pipe condition evaluation study. $30,000 2027 5 Rehabilitation of the Spice Creek lift station including upgrades of controls and pumps. Also evaluate collection system improvements to remove lift station. $250,000 2027 6 Evaluate collection system improvements to consolidate flow basins to eliminate/consolidate sewage flows to one central lift station. $50,000 2027 5. Financial Management General Comments The Utility reviewed the rates in 2025 which determined a need to increase the rates. A rate study is currently being completed to determine the new sewer rate which is anticipated to be implemented in fall of 2026. Page 57 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 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: 12 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 19,252 60 February 21,133 71 March 19,704 58 April 18,087 58 May 15,991 61 June 15,291 81 July 11,862 56 August 13,258 70 September 15,057 78 October 12,349 60 November 13,453 55 December 19,824 99 Total 195,261 807 Average 16,272 67 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: Our new Gun Club Lift Station was set up with the most updated control logic to run with flow pacing with the level indicator. 6.2.2 Comments: 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Page 58 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 Year: 2021 By Whom: Wisconsin Rural Water Association Describe and Comment: The study recommended implementing variable speed drive units on the pump motors and upgrade the light fixtures to LED. 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? The Utility will consider the installation of VFD's and other energy efficient fixtures in future lift station construction or lift station upgrades. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 59 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 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: Clean 33% of all sewers and manhole inspections. Compile and create a comprehensive list of pipe and manhole lining and repairs needed. 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) 1996-09-23 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 Page 60 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 A management system (computer database and/or file system) for collection system information for O&M activities, investigation and rehabilitation 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: City of Pewaukee Construction Standards. 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: Phase 1 evaluation of the sewer utility's finances. Phase 2 will be identifying the new sewer rate. 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 36 % of system/year Root removal 0 % of system/year Flow monitoring 95 % of system/year Smoke testing 0 % of system/year Sewer line televising 5 % of system/year Manhole inspections 38 % of system/year Lift station O&M 18 # per L.S./year Manhole rehabilitation .1 % of manholes rehabbed Mainline rehabilitation 0 % of sewer lines rehabbed Private sewer inspections 0 % of system/year Page 61 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 Private sewer I/I removal 0 % of private services 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. 39.87 Total actual amount of precipitation last year in inches 32.26 Annual average precipitation (for your location) 67.7 Miles of sanitary sewer 12 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 1.5 Average daily flow in MGD (if available) 5. 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) 3.3 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 Page 62 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 No If Yes, please describe: 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: NA 5.4 What is being done to address infiltration/inflow in your collection system? The Utility televises a portion of the sanitary sewer annually. Efforts are being made to put together a plan to repair leaking manholes and sewer lines. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 63 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 Grading Summary WPDES No: 0047341 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Financial A 4 1 4 Collection A 4 3 12 TOTALS 4 16 GRADE POINT AVERAGE (GPA) = 4.00 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 64 of 208 Compliance Maintenance Annual Report Pewaukee City Sewage Collection System Last Updated: Reporting For: 6/8/2026 2025 Resolution or Owner's Statement Name of Governing Body or Owner: City of Pewaukee Date of Resolution or Action Taken: 2026-06-15 Resolution Number: 2026-06-14 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): Financial Management: Grade = A Current rate study will determine new rate for 2026 Q3. Collection Systems: Grade = A (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. = 4.00 Page 65 of 208 Resolution 26-06-XX NR 208 Page 1 of 1 STATE OF WISCONSIN CITY OF PEWAUKEE WAUKESHA COUNTY RESOLUTION #26-06-14 Wisconsin Department of Natural Resources NR 208 – Compliance Maintenance Resolution 2025 WHEREAS, it is a requirement under a Wisconsin Pollutant Discharge Elimination System (WPDES) permit issued by the Wisconsin Department of Natural Resources to file a Compliance Maintenance Annual Report (CMAR) for the City of Pewaukee Wastewater collection system under Wisconsin Administrative Code NR 208; and, WHEREAS, it is necessary to acknowledge that the governing body has reviewed the Compliance Maintenance Annual Report (CMAR) for 2025; and, WHEREAS, all sections within the Compliance Maintenance Annual Report (CMAR) received a grade of B or better which results in a Grade Point Average (GPA) of 3.0 or greater. NOW, THEREFORE, BE IT RESOLVED that the Common Council of the City of Pewaukee does hereby agree to commit reasonable and fiscally prudent funding to operate the City’s sewer utility effectively and maintain an acceptable point average. Dated this 15 th day of June 2026. CITY OF PEWAUKEE _________________________________ Steve Bierce, Mayor This is to certify that this is a true and accurate copy of Resolution 26-06-14 which was adopted by the Common Council of the City of Pewaukee. _____________________________________ Kelly Tarczewski, Clerk-Treasurer Page 66 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action to Adopt Ordinance 06-04 Sanitary Sewer Ordinance (First Reading) [Wagner/Mueller] Sub Item Agenda Language: Background Provided By: Magdelene Wagner/Jane Mueller Background: The Sewer Utility has been operating with a sewer ordinance dating back to the mid- 1990's when it was a Sanitary DIstrict. We have updated the ordinance to reflect the City oversight over the Sewer Utility and brought the ordinance up to date with current standards. This is a full replacement of the existing outdated ordinance. This is the first reading for this ordinance and will be on the next agenda for full adoption. Fiscal Impact: Recommended Motion: No Action due to First Reading of the ordinance. Page 67 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 i TABLE OF CONTENTS §300-1 Scope §300-2 Title §300-3 Adoption of Administrative Codes §300-4 Definitions §300-5 Management §300-6 Application §300-7 Rules and Regulations § 300-8 Right of Entry § 300-9 Permits § 300-10 Prohibited Discharges § 300-11 Accidental Discharges § 300-12 Pretreatment Facilities § 300-13 Grease, Oil, Sand Traps and Inspection Manholes § 300-14 Wastewater Measurement and Sampling § 300-15 Industrial Waste Analysis § 300-16 Sewer Service Charges and Reserve Capacity Assessment § 300-17 Annual Budget and Method of Payment of Charges § 300-18 Equipment Replacement Account § 300-19 Records § 300-20 Confidentiality of Critical Information § 300-21 Violations § 300-22 Miscellaneous § 300-23 – Residential Equivalency Connection Table Page 68 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 1 SUBCHAPTER I. – GENERAL §300-1 - Scope The City of Pewaukee Sewer System consist s of the collection system (as hereinafter defined), waste collection and disposal operations, system of sewerage and all other appurtenances and equipment used for such purposes or Wastewater Works (as hereinafter referred to as the “Sewer Utility”). §300-2 - Title The ordinance shall be known and cited as the Sanitary Sewer Service Ordinance. § 300-3 – Adoption of Administrative Codes The following Wisconsin Administrative Codes, their referenced codes and standards, and subsequent revisions are hereby made a part of this document by reference and adopted for enforcement by the City: Chapters SPS 381-387 Plumbing Code Chapters NR 100-199 Environmental Protection General Chapters NR 200-299 Wisconsin Pollutant Discharge Elimination System § 300-4 - Definitions A. As used in this Ordinance the following terms shall have the meanings indicated: (1) “ACT" means the Federal Water Pollution Control Act as amended, 33 U.S.C. 1251 et seq. as implemented or supplemented by Wis. Admin. Code NR 200. (2) “Administrative Expenses ” means any and all expenses associated with the administration of the Sewer Utility as defined by the Public Service Commission’s Uniform System of Accounts. (3) "Approving Authority" means the City of Pewaukee Common Council or its duly authorized deputy, agent or representative. (4) “BOD” (biochemical oxygen demand) means the quantity of oxygen expressed in milligrams per liter (mg/l), utilized in the bio-chemical oxidation of organic matter under standard laboratory conditions for five days at a temperature of 20 degrees centigrade. The laboratory determinations shall be made in accordance with procedures set forth in “Standard Methods”. (5) "Building Sewer", "Lateral", or "Service Pipe " means a sewer which carries only Sewage and Industrial Wastes from the building plumbing to the Public Sanitary Sewer. The private sewer is that portion the building sewer up to the connection to the mainline sewer. This portion of the sewer line is the responsibility of the property owner to maintain. (6) "Collection System" means the system of sewers and appurtenances for the collection, transportation and pumping of domestic wastewater and industrial waste. (7) “CMAR” Compliance Maintenance Annual Report ” means the annual report required to be submitted by the Sewer Utility to the WDNR under Wis. Admin. Page 69 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 2 Code NR 208, documenting the condition, operation and financial states of the wastewater collection system. (8) "Debt Retirement'' means all annual principal and interest requirements and obligations of the Sewer Utility for the Wastewater Works. (9) “Domestic Wastewater ” means water -borne wastes normally being discharged from the sanitary conveniences of dwellings, institutions, free of industrial wastes and in which the average concentration of suspended solids is established at or below 200/mg/l and the BOD is established at or below 250 mg/l. (10) "Flow Proportional Composite Sample " means a sample consisting of portions of waste taken in proportion to the volume of flow of said wastes. (11) "Industrial Cost Recovery" means recovery by the City from the industrial users of Wastewater Works of the amount allowable to the treatment of wastes from such users pursuant to Section 204(b) of the Federal Water Pollution Control Act, 33 U.S.C. Section 1284(b). (12) “Industrial User ” means any non- governmental, non- residential user of publicly owned Wastewater Works which discharges more than the equivalent of 2,000 gallons per day (GPD) of sanitary wastes and whose activities are identified in the Standard Industrial Classification Manual, 1972, Office of Management and Budget, as amended and supplemented, under the following divisions: Division A. Agriculture, Forestry and Fishing Division B. Mining Division D. Manufacturing Division E. Transportation, Communications, Electric Gas and Sanitary Services Division I. Services In determining the amount of a user’s discharge for purposes of industrial and cost recovery, the Sewer Utility may exclude domestic wastes or discharges from sanitary conveniences. After applying the sanitary waste exclusion, dischargers in the above divisions that have a volume exceeding 2,000 GPD or the weight of biochemical oxygen demand (BOD) or suspended soli ds (SS) equivalent to that weight found in 2,000 GPD of sanitary waste are considered industrial users. Sanitary wastes, for purposes of this calculation of equivalency, are the wastes discharged from residential users. Any non-governmental user of a publicly-owned Wastewater Works which discharges wastewater to the Wastewater Works which contains toxic pollutants or poisonous solids, liquids or gases in sufficient quantity either singly or by interaction with other wastes, to contaminate the sludge of any municipal systems, or to injure or to interfere with any sewage treatment process, or which constitutes a hazard to humans or animals, creates a public nuisance, or creates any hazard in or has an adverse effect on the waters receiving any discharge from the treatment works, shall be an industrial user, even if it does not discharge the equivalent of 2,000 gallons per day of sanitary wastes. (13) “Industrial Waste” means any water -borne solids, liquids or gaseous wastes other than domestic wastewater, resulting from discharging from, flowing from or escaping from any commercial, industrial, manufacturing or food processing operation or process or from the developme nt of any natural resource, or any mixture of these with water or domestic wastewater. Page 70 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 3 (14) “Infiltration” means water other than wastewater that enters the sewage system (including laterals) from the ground through such sources as defective pipes, pipe joints, connections or manhole walls. Infiltration does not include and is distinguished from inflow. (15) “Inflow” means water other than wastewater that enters a sewerage system (including laterals) from sources such as roof leaders, cellar drains, yard drains, area drains, foundation drains, drains from springs and swampy areas, manhole covers, cross connections between storm sewers and sanitary sewers, catch basins, cooling towers, storm waters, surface runoff, street wash waters or drainage. Inflow does not include and is distinguished from infiltration. (16) "Intercepting Sewer” means a sewer constructed to receive the dry water flow of untreated or inadequately treated sewage from one or more existing sanitary Sewer System terminals other than from a dwelling or building that presently discharges or formerly discharged flow direc tly into any waters of the slate, and convey the flow to a treatment works, or is to serve in lieu of an existing or proposed treatment works. (17) “May” is permissive. (18) “Natural Outlet” means any outlet into a watercourse, pond, ditch, lake or other body of surface or ground water. (19) “Normal Sewage ” means sanitary sewage in which BOD, Suspended Solids, or phosphorus concentrations do not exceed normal concentrations of: (a) A 5-day 20-degree Celsius BOD of not more than 250 parts per million; (b) A Suspended Solids concentration of not more than 200 parts per million; or (c) Phosphorus not more than 5 parts per million. (20) “Operation and Maintenance Cost” means the actual sums spent by the Department in the operation and maintenance of its Wastewater Works consisting of but not limited to, each and all of the following purposes: (a)Wages and salaries and employee- related expenses of operating, maintenance, clerical, laboratory and supervisory personnel, together with fringe benefits and premiums paid on such wages and salaries for the State of Wisconsin Workmen's Compensation coverage. Electrical power. Chemicals, fuel and other operating supplies. (a) Repairs to and maintenance of the Sewer System. (b) Premiums for hazard insurance. (c) Premiums for insurance providing coverage against liability for the injury to persons (d)and/or property. (e) Rents and leasing costs. (f) Operation, licensing and maintenance costs for trucks and heavy equipment. (g) Consultant and legal fees. (e) Wastewater treatment, processing and transportation charges. (21) “Parts Per Million ” means a weight -to-weight ratio; the parts per million value multiplied by the factor of 8.34 shall be equivalent to pound per million gallons of water. Parts per million (ppm) is equivalent to milligrams per liter (mg/l). (22) “Persons” means any and all persons, natural or artificial, including any individual, firm, company, municipal or private corporation, association, governmental agency or other entity and agents, servants or employees. Page 71 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 4 (23) “pH” means the logarithm (base 10) of the reciprocal of the hydrogen ion concentration expressed in moles per liter. It shall be determined by one of the procedures outlined in the "Standard Methods". (24) “Pretreatment” means an arrangement of devices and structures, for the preliminary treatment or processing of wastewater required to render such wastes acceptable for admission to the public sewers (25) “Public Sewer” means a sewer in which all owners or abutting properties have equal rights and is controlled or owned by a public authority. (26) “Replacement” means expenditures for obtaining and installing mechanical equipment, accessories and appurtenances or major repairs to mechanical equipment which are necessary during the useful life of the Wastewater Treatment Facilities, Wastewater Pumping Stations, Flow Metering Devices, and Standby and Auxiliary Pumping Equipment to maintain the capacity and performance for which such items were designed, constructed or purchased. (27) “Reserve Capacity Assessment” is the flow proportional share of the capital costs expended for the sanitary sewer collection system. (28) “Residential Equivalent Connection/Unit ” is the wastewater flow to the system equivalent to that contributed by an average residential family. One household equals 2.9 people x 68 gallons used per person per day per capita or 200 gal/day/household = 72,000 gallons per year. (29) “Sanitary Sewer” means a sewer that conveys domestic wastewater or industrial waste or a combination of both, and into which storm, surface and ground waters or unpolluted industrial wastewater are not intentionally passed. (30) “Sewer Service Charge” means the charges levied on users for the Operation and Maintenance and Administrative costs of providing sanitary sewer service. (31) “Sewer System” means all facilities for collecting, pumping, treating, and disposing of domestic wastewater and industrial wastes. (32) “Shall” is mandatory. (33) “Slug” means any discharge of water or wastewater which in concentration of any given constituent or in quantity of flow exceeds for any period longer than 15 minutes more than 5 times the average 24 -hour concentration or flows during normal operation and shall adversely affect the collection system and/or performance of the wastewater treatment works. (34) “Standard Methods” means the examination and analytical procedures set forth in the latest edition of “Standard Methods for the Examination of Water and Wastewater” as prepared, approved and published jointly by the American Public Health Association and the Water Pollution Control Federation. (35) “Storm Sewer ” means a sewer which carries storm and surface drainage but excludes domestic wastewater and industrial wastes. (36) “Suspended Solids ” means solids that either float on the surface of, or are in suspension in water, sewage or other liquids, and which are removable by a laboratory filtration device. Quantitative determination of suspended solids shall be made in accordance with procedures set forth in “Standard Methods”. (37) “Unpolluted Water” is water of quality equal to or better than the effluent criteria in effect or water that would not cause violation of receiving water quality standards and would not be benefited by discharging to the sanitary sewers and wastewater treatment facilities provided. Page 72 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 5 (38) “User” means any person discharging domestic wastewater or industrial wastes into the collection system. (39) “Utility Manager” means the Superintendent of the wastewater treatment or conveyance facilities who shall oversee and supervise the operations and functions of the wastewater treatment or conveyance facilities. (40) “Sewer Utility” means the City of Pewaukee Water & Sewer Utility established by this Chapter. (41) “Waste” means any solids, liquid or gaseous material or combination thereof discharged from any residences, business building, institutions and industrial establishments into the collection system or storm sewer. (42) “Wastewater” means a combination of the water -carried waste discharged into the collection system from residences, business buildings, institutions and industrial establishments, together with such ground surface and storm water as may be present. (43) “Wastewater Pumping Station ” means a pumping facility utilized to pump wastewater within the collections system. (44) “Wastewater Treatment Facilities ” means any facilities, devices and structures used for receiving and treating wastewater from the Sewer Utility ’s collection system. (45) “WPDES Permit ” means a permit to discharge pollutants obtained under the Wisconsin Pollutant Discharge Elimination System (WPDES) pursuant to Wis. Stat. Chapter 283. (46) “Wastewater Works ” means any facilities, devices and structures used for receiving wastewater from the Sewer Utility’s collection system. § 300-5 – Management A. The operation, management and control of the Sewer Utility is hereby vested in the Common Council of the City of Pewaukee and is referred to as the "Sewer Utility" or the "Approving Authority". All records of the Sewer Utility shall be kept by the City Clerk and Utility Manager in the Sewer Utility Office or other officially designated place. The Sewer Utility shall have all the powers of a utility commission under Wis. Stat. §66.076. B. The Utility Manager shall have, except where otherwise provided, the general management and control of all matters pertaining to the sanitary system and shall enforce all state laws, ordinances and lawful orders relating to the construction, alteration, re pair, removal, discharge and safety of sewer system infrastructure, buildings and structures associated with the system. C. In case of the absence, workloads or the inability of the Utility Manager to act, the City may appoint one or more assistants who shall assist in the daily functions of the City as necessary for the efficient enforcement of this chapter. D. The rules, regulations and rates hereinafter set forth shall be considered part of the contract with every individual or entity connected to the Sewer System. Said rules, regulations and rates may be changed from time to time as determined by the Common Council and the right is reserved to make special rates and contracts in all proper cases. Page 73 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 6 E. The Utility Manager or authorized agent(s) may at all reasonable hours, for any proper purpose, enter upon any public or private premises and make inspection, and may require the repair of the private system, removal of any illegal discharges into the system, the production of the permit for any plumbing lateral work being done, or the required license to conduct such work. No person shall interfere with or refuse to permit access to any such premises to the representatives of the City while in the performance of their duties. § 300-6 - Application The application of this Chapter, its rules, regulations and rates shall apply to all individuals, firms, corporations and institutions residing within the Sewer Service limits of the City of Pewaukee, and any person, firm or corporation, by attachment to t he Sewer System or otherwise by contract or agreement coming within the City of Pewaukee sewer service area subsequent to the effective date hereof. § 300-7 – Rules and Regulations A. Declaration of Policy The Common Council of the City of Pewaukee finds and declares that public health, comfort and safety is preserved and enhanced by the provisions of the Sewer System in the promotion of a clean and healthful environment and that the failure to connect to the Sewer System is contrary to minimum health standards. B. The City of Pewaukee has entered into agreement s for wastewater treatment with the City of Waukesha, and as co-owner of the regional wastewater treatment facility, Fox River Water Pollution Control Center in the City of Brookfield. The Sewer Utility hereby adopts by reference herein the City of Waukesha and the City of Brookfield’s sewer use ordinances. All City of Pewaukee Sewer Utility Customers shall comply with Sewer Use ordinance requirements of these ordinances in addition to this ordinance together w ith any revisions or updates to these respective ordinances that may be enacted from time to time. C. Connection (1) To assure preservation of public health, comfort and safety, the owner of any houses, buildings, or properties used for human occupancy, employment, recreation, or other habitations, situated within the City of Pewaukee and adjacent to a Public Sewer or in a block through which a Public Sewer extends, or is otherwise reasonably available, is hereby required at his/her expense to install suitable toilet facilities therein, and to connect such facilities directly to the proper Public Sewer in accordance with the provisions of this Ordinance. (a) Sanitary sewer main that is extended in an area with existing buildings. Sanitary sewer connection is required upon septic system failure, if the property is on a holding tank or if an immediate health hazard exists within 30 days upon receipt Page 74 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 7 of notice from the County Health Officer or City of Pewaukee Plumbing Inspector, or 15 years from the “notice of sanitary sewer availability”. (b) Non-residential properties are required to connect at the end of the 5-year period from the date of the “notice of availability”. (c) Mandatory sewer connections for new buildings that are erected where sanitary sewer is available. (d) Mandatory connections for parcels approved for development or subdivision where land division is proposed for development of residences of less than 2 acres, and all non-residential developments. (2) If a property owner fails to comply with the said notice to connect within the given period of time, the Sewer Utility may, at its option: (a) Cause such connection to be made and bill the property owner for such costs. If such costs are not paid within 30 days, the delinquent costs shall be assessed as a special tax lien against the property . The entire amount of the delinquent costs shall be placed upon the property owner’s tax bill unless the owner, within 30 of receipt of the bill, files a written notice with the Sewer Utility selecting the option for a levy not to exceed 5 equal annual installments, with interest at the rate of 10% per annum. Full payment shall be due at time of sale of property. (b) Impose a standby charge for the period in excess of 12 months that such failure continues after the date the Public Sewer first becomes operational, following 10 days written notice to any owner failing to make a connection to the Sewer System, for an amount equal to 150% of the Sewer Service Equivalency Charge, payable quarterly for the period in which the failure to connect continues. Upon failure to make such payment, all charges shall be levied as a tax against the lot or parcel to which sewerage service was furnished. D. Alternative Disposal Prohibited No person shall construct or maintain any privy, privy vault, septic tank, cesspool, or other facility intended to be used for the disposal of domestic wastewater, if a Public Sewer is available. E. No person shall discharge to any Natural Outlet within the Sewer Utility in any area under the jurisdiction of the Sewer Utility, sewage or other polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this Ordinance. (1) Plumbers No plumber or other person will be permitted to engage in or work at any plumbing in connection with the Wastewater Works without first receiving a license from the State of Wisconsin, Department of Safety and Professional Service. (2) Maintenance of Services All sewer services within the limits of the Sewer Utility at the point of connection to the street main and all street mains, shall be maintained and repaired by the Sewer Utility without expenses to the property owner, except Page 75 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 8 when damaged by negligence, carelessness or intentional acts on the part of the property owner or occupant, in which case they will be repaired at the expense of the property owner. All Building Sewers from the point of connection at the street main to and throughout the premises served must be maintained free of defective conditions by and at the expense of the owner or occupant of the property served. (3) Users (a) Application for Service : Every person requesting connection to the Sewer System shall file an application in writing to the Sewer Utility, in such form as is prescribed for that purpose. The application must state fully and truly all the uses which will be presently made. If any change in use from that set forth is contemplated, the user must obtain further application and permission from the Sewer Utility . If the applicant is not the owner of the premises, the written consent of the owner must accompany the application. (b) Applications for service for a property with more than one building, or more than one building with multiple units through one service connection will require separate applications. (c) If it appears that the service applied for cannot be provided by the Sewer Utility, the Sewer Utility may reject the application. If the Sewer Utility approves the application, it shall issue a permit for services as shown on the application. (d) All expenses relating to the connection to the Wastewater Works shall be paid by the applicant or owner. (e) Tap Permits: No connections to the sewer main shall be made without a Tap Permit. Tap Permit applications must be completed prior to issuance of the Plumbing permit and payment of all applicable fees. Notification to the Sewer Utility must be made 48 hours prior to the tapping to allow for Utility/Engineering inspection of service tap. Obtaining a Tap Permit does not relieve a permittee of its duty to obtain all other necessary permits, or pay fees required by any city, county, state and federal laws, including those required by the State of Wisconsin Plumbing Code. After sewer connections have been installed into any building or upon any premises, no plumber shall make any alterations, extensions, or attachments, unless the party ordering such tapping or other work shall obtain and exhibit the proper permit for the same from the Sewer Utility. (f) User to Keep in Repair : All users shall, at their own risk and expense, keep their service pipes in good repair and protected from frost, and shall prevent any unnecessary overburdening of the Sewer System. The Page 76 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 9 user is responsible for their service pipe from the street main through their facility. (g) User’s Use Only : No user shall allow other persons to connect to, or permit other uses to be made of, the Sewer System through his/her lateral. (h) User to Permit Inspection: Every user shall permit the Sewer Utility or its duly authorized agent, at all reasonable hours of the day, to enter their premises or building to examine the pipes and fixtures, and the manner in which the drains and sewer connections operate; and they must at all times, frankly and without conc ealment, answer all questions put to them relative to its use. (i) Responsibility: No claim shall be made against the Sewer Utility or its agents or employees by reason of the breaking, clogging, stoppage, or freezing of any service pipe; nor from any damage arising from repairing mains, making connections or extensions or any other work that may be deemed necessary by the Sewer Utility , absent legal liability. The Sewer Utility may cut off the service at any time for the purpose of repairs or any other necessary purpose, any permit granted or regulation to the contrary notwithstanding. (j) Whenever it becomes necessary to shut off the sewer service within an area of the Sewer Utility , the Sewer Utility shall, if practicable, give reasonable notice to each affected user. F. Excavations Excavation requirements in the public right -of-way shall be as specified and required by the Sewer Utility over said right-of-way. In all cases, a permit is required. (1) Laterals (a) All laterals on private property shall be installed in accordance with State of Wisconsin Administrative Code as amended from time to time. (b) The Building Sewer shall be inspected by the City Plumbing Inspector or his/her designee upon completion of placement of the pipe and before backfilling and tested before and after backfilling. The City Plumbing Inspector or his/her designee may order any pipes exposed and removed if said pipes were covered before inspection. (2) Tapping the Main (a) No person(s), except those having special permission from the Utility Manager or its designee, or persons in their service and approved by them, shall be permitted under any circumstances to tap the Public Sanitary Sewers. The kind and size of the connection to the Public Sanitary Sewers shall be that specified in the Sewer Tap Permit or order from the Sewer Utility. A minimum 48-hour notice shall be given to Page 77 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 10 the Sewer Utility prior to tapping any main to coordinate inspection of the tap on the Public Sewer Main. (b) Pipes should always be tapped at the side, and not within 6 inches of the joint, or within 24 inches of another lateral connection. (c) When any Building Sewer service is to be re-laid and there are two or more buildings on such service, each building shall be disconnected from such service, and a new and separate Building Sewer shall be installed for each building. Each non-residential building shall install an inspection manhole. § 300-8 – Right of Entry The Sewer Utility, its’ agents and employees, shall be permitted to gain access to such properties as may be necessary for the purpose of inspection, observation, measurement, sampling and testing, in accordance with provisions of this Ordinance, pursuant to Wis. Stat. § 66.121 through § 66.125. § 300-9 - Permits A. PERMITS REQUIRED (DOMESTIC WASTEWATER) - No connection, disconnection or reconnection shall be made to any of the sewers of the City from any building, premises, excavation place or property of any kind whatsoever by any building drain, tap or building sewer intended or designed to, or capable of, discharging any matter whether fluid or solid, into the sewers of the City unless a permit has first been issued. (1) APPLICATION FOR PERMITS - Application for a permit shall be made in writing upon a form to be furnished by the City and shall state the name and address of the owner of the building and the owner of the land on which it is to be erected, the name and address of the contractor, the location of the building, the house number thereof and such other information as the Utility Manager may require. With such application there shall be submitted to the City a complete set of plans or a copy of a survey or site plan detailing the proposed location of the sanitary sewer. (2) WAIVER OF REQUIREMENTS - At the option of the Utility Manager , plans, data, specifications and survey need not be submitted with an application for permit to execute minor alterations and repairs to any sewer lateral, private sewer main or private equipment, provided the proposed construction is sufficiently described in the application for permit. (3) REVOKING PERMITS (a) The Utility Manager may revoke any permit issued under the regulations of this code and may stop construction for any of the following reasons: 1. Whenever there is a violation of any regulation of this code or of any other ordinance, law, and orders, Wisconsin Statute or Wisconsin Administrative Code relating to the same subject matter; Page 78 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 8 2. Whenever the continuance of any construction becomes dangerous to life or property; 3. Whenever there is any violation of any condition or provision of the application for permit or of the permit; 4. Whenever any false statement or misrepresentation has been made in the application for permit, plans, drawings, data, specifications or plot plan on which the issuance of the permit or approval was based; (b) Whenever there is a violation of any of the conditions of an approval for the use of any new materials, equipment, methods of construction devices or appliances. (c) The notice to revoke a permit, certificate of compliance or approval shall be in writing and shall be served upon the applicant for the permit, owner of the premises and his agent, if any, and on the person in charge of construction. A “stop work order” shall be posted on the construction site. (d) After the notice is served upon the persons and posted, it shall be unlawful for any person to proceed thereafter with any construction operation whatsoever on the premises and the permit which has been so revoked shall be null and void . Before any construction or operation is again resumed, a new permit, as required by this code, shall be procured and fees paid therefore and thereafter the resumption of any construction or operation shall be in compliance with the regulation of this code. (4) FEES – All applications for a permit must be accompanied by the proper fee. Permit fees shall be set from time to time by resolution of the Commission. (5) EXPIRATION OF PERMIT (a) The permit shall become void unless construction is commenced within six (6) months from the date the permit is issued or if the work authorized by such permit is suspended at any time after work is commenced, for a period of more than sixty (60) days. The permit shall expire twelve (12) months from the date the permit is issued. Time periods referenced herein may be extended by the Utility Manager if the delay was due to conditions beyond the control of the applicant. No additional permits for the same work shall be issued unless a timetable of completion is agreed upon by the Utility Manager. (b) Before commencing or recommencing work after the expiration of a permit, a new application and appropriate fee shall be submitted and issued. B. WASTEWATER DISCHARGE PERMIT (NONDOMESTIC WASTEWATER) (1) Wastewater Discharge Permit: A wastewater discharge permit is required under this section if a person’s discharge into the Sewer Utility’s Wastewater Works has any of the following components or is otherwise required by the Brookfield or Waukesha Ordinance: Page 79 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 9 (a) A BOD greater than 250 mg/l (b) A total suspended solids concentration greater than 300 mg/l. (c) A volume of 25,000 gallons per day or greater is discharged by any user at one or more points of discharge. (d) Any of the characteristics listed under Section ______. (e) Phosphorus 5mg/l. (f) Ammonia nitrogen NH3N 25mg/l Any person planning to discharge, changing the characteristics of discharge or whose discharge permit has expired shall make application to the Utility Manager or its designee within 60 days prior to the discharge. All persons currently discharging shall make application to the Utility Manager or its designee within 60 days after passage of this Ordinance and must have an executed permit within 60 days of application to discharge or shall discontinue discharging. A discharge permit shall be required for each separate point of discharge into the Sewer Utility ’s Wastewater Works. No person shall discharge waste or wastewater into the Sewer Utility Wastewater Works without a wastewater discharge permit, if required by the section. (2) Permit Application : Users seeking a wastewater discharge permit shall complete and file an application with the Sewer Utility office on the form prescribed by the Sewer Utility . In support of this application, the user shall submit the following information: (a) Name, address, and standard industrial classification number of applicant. (b) Average daily volume of wastewater to be discharged. (c) Wastewater constituents and characteristics as determined by a method approved by the Utility Manager or its designee. (d) Time and duration of discharge. (e) Average and peak wastewater flow rates, including daily, monthly and seasonal variations, if any. (f) Site plans, floor plans, mechanical and plumbing plans and details to show all sewers and appurtenances by size, location and elevation. (g) Description of activities, facilities and plant processes on the premises including all materials and types of materials which are, or could be, discharged. (h) Each product produced by type, amount and rate of production. (i) Number and type of employees and hours of work. (j) Any other information as may be deemed by the Sewer Utility to be necessary to evaluate the permit application. (3) Permit Conditions: Wastewater discharge permits shall be expressly subject to all provisions of this Ordinance and all other regulations, user charges and fees established by the Approving Authority. The conditions of wastewater discharge permits shall be uniformly enforce d by the Sewer Utility in accordance with this Ordinance, and applicable State and Federal regulations. Permit conditions shall include the following: Page 80 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 10 (a) The Residential Equivalency Charge, Sewer Use Charge and Schedule for Surcharge fees for the wastewater to be discharged to the Wastewater Works. (b) The average and maximum wastewater constituents and characteristics. (c) Limits on rate and time of discharge or requirements for flow regulations and equalization. (d) Requirements for installation of control manholes. (e) Pretreatment requirements. (f) Requirements for maintaining plant records relating to wastewater discharges as specified by the Sewer Utility and affording the Sewer Utility access thereto. (g) Average and maximum pollutant concentrations and total daily average, and maximum pollutant discharges for all pollutants subject to limitations and prohibitions which are present in the user's wastewater discharge. (h) Entering into a contractual agreement with the Sewer Utility . The contractual agreement shall contain the conditions set forth in the discharge permit, requirements for industrial cost recovery charges and other items deemed necessary by the Approving Authority. (i) Other conditions as deemed appropriate by the Sewer Utility to ensure compliance with this Ordinance. (4) Duration of Permits: A permit shall be issued for 1 year, or on a case-by-case basis, and shall be automatically renewed on a year -to-year basis thereafter, unless the person is notified by the Utility Manager or its designee within 60 days prior to the expiration of the permit or any renewal thereof. After such notification by the Utility Manager or its designee, the permit shall expire at the end of that year. The terms and conditions of the permit shall be subject to modification and change by the Utility Manager or its designee or the Fox River Water Pollution Control Center during the life of the permit, if required because of any Ordinances, statutes or rules and regulations of the Approving Authority of any applicable state or federal body. The person shall be informed of any proposed changes in his/her permit at least 60 days prior to the effective date of change. Any changes or new conditions in the permit shall include a reasonable time schedule for compliance. (5) Transfer of a Permit : Wastewater discharge permits are issued to a specific user for a specific operation. A wastewater discharge permit shall not be reassigned or transferred or sold to a new owner, new user, different premises, or a new or changed operation. (6) Revocation of Permit : Any user who violates any of the conditions of their permit contractual agreement, or this Ordinance; or the Brookfield Industrial Wastes Code 13.20 as updated from time to time; or of applicable State and Federal regulations, is subject to having their permit revoked. Page 81 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 11 § 300-10 - Prohibited Discharges A. No person shall discharge or cause to be discharged any storm water, ground water, roof runoff, yard drainage, yard fountain, swimming pool or pond overflow into the collection system. Unpolluted water or waste shall be discharged to only storm sewers or t o a natural outlet. B. No person shall discharge or cause to be discharged to the collection system either directly or indirectly any of the following described wastes or wastewater: (1) Any liquid having a temperature higher than 140 degrees Fahrenheit (60 degrees Celsius). Using test methods specified in 40 CFR Section 261.121. (2) Any wax, grease, or oil, plastic or any other substance that will solidify or become discernibly viscous at temperatures between 32 degrees to 150 degrees Fahrenheit (0 degrees to 65 degrees Celsius). (3) Any solids, liquids or gases which by themselves or by interaction with other substances may cause fire, explosion, hazards, create toxic fumes or in any other way be injurious to persons or property involved in the operation or maintenance of the Sewer System. (4) Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers, or other interference with the proper operation of the Wastewater Works, such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails, paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders. (5) Any premoistened non- woven disposable wipe marketed as a baby wipe or diapering wipe; any premoistened non-woven disposable wipe that is composed entirely of or in part of petrochemical-derived fibers and is marketed as cleaning wipes, disinfecting wipes, hand sanitizing wipes, antibacterial wipes, personal care wipes, or hygiene wipes. Additional care should be taken to avoid washing human and pet hair down the drain. (6) Any garbage that has not been properly comminuted or shredded to such a degree that all particles will be carried freely in suspension in the municipal sewers (100% passing ½ inch screen, 90% passing ¼ inch screen). (7) Any noxious or malodorous substance, which either singly or by interaction with other substances is capable of causing odors objectionable to persons of ordinary sensitivity. (8) Any wastes or wastewater having a pH lower than 5.5 or higher than 9.0 or having any corrosive property capable of causing damage or hazards to the Sewer System. (9) Any wastes or wastewater of such character and quantity that unusual attention or expense is required to handle them in the Sewer System. (10) Any wastewater or wastes containing a toxic or poisonous substance such as plating or heat treating wastes in sufficient quantity to injure or interfere with wastewater treatment process, to constitute a hazard to humans or animals, to Page 82 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 12 create any hazard in the Sewer System, or which would cause the Sewer Utility wastewater treatment facilities to discharge any of the following pollutants in quantities in excess of the limitations established in the Wisconsin Administrative Code or WPDES Permit: cyanide, hexavalent chromium, trivalent chromium, copper, nickel, cadmium, zinc, phenols, iron and tin. (11) Any radioactive wastes greater than allowable releases as specified by the current United States Bureau of Standards Handbooks dealing with the handling and release of radioactivity. (12) Free or emulsified oil and grease exceeding on analysis an average of 300 mg/L of either or both of combinations of free or emulsified oil and grease, if, in the opinion of the Utility Manager it appears probable that such wastes or wastewater: See Section § 300-13 Fats, Oils, and Grease and sand trap installations. (13) Any cyanides or cyanogen compounds capable of liberating hydrocyanic gas or acidification in excess of 0.5 mg/l by weight as cyanide in the wastes. (14) Wastes or wastewater which: (a) Cause unusual concentrations of solids or composition; as for example, in total suspended solids of inert nature (such as Fuller's Earth) and/or in total dissolved solids (such as sodium chloride, or sodium sulfate). (b) Cause excessive discoloration in the wastewater treatment facilities discharge. (c) Has BOD in excess of “normal strength” defined as waste not exceeding 250 mg/l, 300mg/l of Total Suspended Solids (TSS), 5 mg/l of Phosphorous or 25mg/l of ammonia nitrogen (NH3N) based upon a 24- hour composite sample. (d) Is discharged without application for a wastewater discharge permit or contractual agreement. (e) Cause damage to the collection system or impair the treatment process. C. No person shall allow the discharge of slugs of water or wastes to the collection system which may be harmful to the operation of the Sewer System. Where, in the opinion of the Utility Manager, slugging does occur, each person producing such a discharge into the collection system shall construct and maintain at his/her own expense, a storage reservoir of sufficient capacity with flow control equipment to ensure an equalized discharge over a 24-hour period. (1) No person shall discharge any waste or wastewater which would cause the wastewater treatment facilities to be in violation of any of the requirements of their WPDES permit. (2) No person shall connect to and discharge to the collection system, unless there is capacity available in all downstream components of the Sewer System as determined by the Sewer Utility. § 300-11 - Accidental Discharges Any person who accidentally discharges wastes or wastewater prohibited into the sanitary sewers or storm sewers shall immediately report such discharge to the S ewer Utility. § 300-12 - Pretreatment Facilities Page 83 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 13 A. The Approving Authority may require pretreatment facilities of any person discharging or planning to discharge industrial waste, if the waste or wastewater: (1) Could cause damage to the collections system. (2) Impair the treatment process. (3) Cause the Utility to incur treatment costs exceeding those of domestic wastewater. (4) Have any of the characteristics of the “Prohibited Discharges” described in Ordinance Section _______. (5) Cause the wastewater treatment facilities to exceed its total design loading for volume BOD, suspended solids or pollutant. (6) Cause a particular industry to exceed its design allocation for volume, BOD, suspended solids or any other pollutant. B. Construction, operation and maintenance of pretreatment facilities shall be at the expense of the person discharging the industrial waste. C. Plans, specifications and any other pertinent information relating to proposed pretreatment facilities shall be submitted for review of the Utility Manager prior to the start of construction. D. In accordance with Wis. Admin. Code NR 114, all pretreatment facilities shall be operated by qualified personnel holding certificate of the proper class issued by the WDNR. § 300-13 - Grease, Oil, Sand Traps and Inspection Manholes All Commercial Establishments and other users as described in this Section shall comply with the provisions set forth herein. A. Commercial Establishments are those involved in the preparation of food for commercial purposes (i.e., preparing, serving or otherwise making available for consumption foodstuffs) and that use one of the following preparations activities: cooking by frying, baking, grilling, sautéing, rotisserie cooking, broiling, blanching, roasting, poaching, infrared heating, searing, barbecuing, and other food preparation activities that produce a hot, non- drinkable food product in or on a receptacle that requires washing. These facilities include, but are not limited to restaurants, bakeries, cafeterias, hotels, motels, hospitals, nursing homes, grocery stores, schools, churches, caterers, convenience stores, movie theaters, and other users as determined by the City of Pewaukee who discharge applicable waste. Commercial Establishments also include those that discharge grease and/or oil to the sanitary drain system such as oil change garages, car washes automobile repair facilities or any facility engaged with petroleum o r mineral based materials. B. Any new or existing Commercial Establishments or a facility that produces Fats, Oils, and Grease (FOG) shall be required to submit a FOG control plan that will effectively control the discharge of undesirable materials into the wastewater collection system. This will include but not be limited to best mana gement practices (BMP) and grease and/or sand interceptors. Existing facilities will not be exempt nor “grandfathered” from this requirement. Grease, oil, Page 84 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 14 and sand interceptors or traps shall be provided for the proper handling of liquid wastes containing fats, oils or grease in excessive amounts, sand and other harmful ingredients except that such interceptors or traps shall not be required for private livi ng quarters or residential dwelling units. C. Installation Requirements (1) All interceptors or traps shall be of a type and capacity approved by the WDNR and Wis. Admin. Code SPS 382.34 and shall be located so as to be readily and easily accessible for cleaning and inspection, and to be effective in capturing fats, oils, and grea se to cool enough for these to be trapped. They shall be constructed of impervious materials capable of withstanding abrupt and extreme changes in temperatures and shall be of substantial construction, gas tight, watertight, and equipped with easily removable covers. (2) All sewer flows from toilets, urinals, lavatories, etc., shall not be discharged into the grease interceptor. These flows shall be conveyed separately to the sanitary sewer service lateral. (3) Only floor drains which discharge or have the potential to discharge grease shall be connected to a grease interceptor. (4) Garbage disposals if used must be connected to the grease interceptor. (5) Commercial dishwashers must be connected to grease interceptors. Interceptors must be sized to allow enough detention time to allow water to cool and solidify and float to the top of the interceptor. (6) Grease interceptors shall be constructed and sized in accordance with the State of Wis. Admin. Code SPS 382.34. (7) Approval of proposed facilities or equipment by the WDNR or the Wisconsin Department of Safety and Professional Services does not in any way guarantee that these facilities or equipment will function in the manner described by their constructor or manufacturer nor shall it relieve a Fats, Oils or Grease Producing facility of the responsibility of enlarging, relocating or otherwise modifying such facilities to accomplish the intended purposes. (8) Access to grease interceptors shall be available at all times to allow for proper maintenance and inspection. D. Multi-tenant buildings shall have constructed and maintained means for access for sampling and measure flow of all discharges to the sanitary sewer for each tenant to the satisfaction of the City of Pewaukee. This includes but is not limited to the construction of a sampling manhole for each tenant. All monitoring facilities shall be constructed and maintained in accordance with all applicable state and local construction standards and specifications. Plans for the installation of monitoring facilities and related equipment shall be submitted for review and approved by the Utility Manager prior to the beginning of construction. E. All grease, oil, and sand interceptors or traps shall be maintained by the user at his/her expense in continuously efficient operation and meet the discharge limits at all times. Grease interceptors must be pumped out completely at a minimum of every 90 days. Some interceptors Page 85 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 15 may require pumping on a more frequent basis. Maintenance of grease trap shall include the complete removal of floating and settled solids and inspecting and/or repairing any portion of the interceptor that is not functioning properly. Grease hauling shall be performed by a qualified licensed hauler. F. Users must provide documentation with the following information at the request of city inspectors. (1) Date (2) Condition of interceptor after pumping, including needed repairs (3) Name and license number of haulers (4) Phone number of haulers (5) Quantity pumped (volume) (6) Waste disposal site location and contact information (7) A copy of the original manifest for the waste hauler Documentation must be retained for a period of no less than 3 years and made available upon request by the City of Pewaukee. G. The City of Pewaukee shall have the right to inspect grease interceptors and traps to determine compliance with the requirements of this title. The discharger shall allow the Utility Manager or his/her designee to enter upon the premises of the discharger at all reasonable hours for purposes of inspection, sampling or records examination. Upon written notification by the City of Pewaukee, the facility shall be required to perform maintenance and submit a remediation report to the City of Pewaukee within a t imeframe deemed reasonable by the Sewer Utility Manager. Upon inspection by the City of Pewaukee, the facility may be required to install at their expense, additional controls to provide a complete system that prevents discharges of undesirable materials into the wastewater collection system. H. Chemical treatments such as drain cleaners, acid or other chemical additives to emulsify or remove grease are strictly prohibited. The introduction of grease or fat into a grease interceptor shall be prohibited per Wis. Admin. Code 382.34(5)(e). § 300-14 - Wastewater Measurement and Sampling A. Wastewater flows shall be assigned in accordance with the Residential Equivalency Connection Table provided in Section § 300-23 unless: (1) Any lot, parcel of land, building or premises discharging domestic wastewater or industrial waste into the collection system, the owner or occupant of such property install s necessary metering equipment as approved by the Sewer Utility Manager to measure the quantity of water pumped or discharged to the collection system. The user charge shall be based on the quantity of water so measured. Whenever the person fails to install such metering equipment, or where it is not practicable to measure the w ater consumed on any premises by a meter or meters, the Sewer Utility Manager shall determine the estimated volume of water discharged into the Wastewater Works. Page 86 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 16 (2) The City of Pewaukee may require the installation of devices for metering the volume of waste discharged if those volumes cannot otherwise be determined or if the user discharges over 25,000 gallons on any day for significant industrial users. The metering devices shall be owned and maintained by the property owner or user and may not be removed without consent of the Sewer Utility Manager. (3) Control Manholes/Inspection Manholes : All persons discharging non- residential wastes into the Wastewater Works shall construct and maintain control manholes in suitable and accessible positions on public property, public right-of-way or easement to facilitate the observation, measurement and sampling of all wastes or wastewater. Control manholes shall be located and constructed in a manner approved by the Sewer Utility Manager. Plans shall be submitted to the Sewer Utility Manager prior to construction. (4) Multi-tenant, non-residential buildings must have constructed and maintained means for access for sampling and measuring flow of all discharges to the sanitary sewer for each tenant to the satisfaction of the Sewer Utility Manager. All monitoring facilities shall be constructed and maintained in accordance with all applicable state and local construction standards and specifications. Plans for the installation of monitoring facilities and related equipment shall be submitted for review and approval to the S ewer Utility Manager prior to the beginning of construction. § 300-15 - Industrial Waste Analysis A. The City of Pewaukee, Fox River Water Pollution Control Center or it’s designee shall collect samples and perform laboratory tests on industrial waste discharges as necessary to verify quantity of flow and character and concentration of an industrial waste. The test results shall be used to determine the applicable surcharge. B. Waste or wastewater discharge may be sampled manually or by the use of mechanical equipment as necessary to obtain a representative 24 -hour composite sample. Samples shall be taken at intervals as determined by the Sewer Utility Manager or the Fox River Water Pollution Control Center. C. When Wis. Admin. Code NR 202 require s the submittal of the character, and concentration of wastes, waste volume and production information to the City of Pewaukee or Fox River Water Pollution Control Center or WDNR, the user shall have the waste character and concentration determined by a WDNR certified testing laboratory. A copy of the test results and WDNR reports shall be submitted to the Sewer Utility Manager. D. All measurements and test analysis of the characteristics of industrial wastes shall be determined in accordance with "Standard Methods". Page 87 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 17 § 300-16 – Sewer Service Charges and Reserve Capacity Assessment A. Basis for Sewer Service Charges - The sewer service charge imposed under this section shall generate sufficient revenues to pay the total operation and maintenance costs necessary to the proper operation and maintenance (including replacement) of the Sewer System. Such system of sewer service charges shall maintain the proportional distribution of operation and maintenance costs among user classes. B. Sewer Service Charge (1) A Sewer Service Charge is hereby imposed upon each building or premise (user) served by the Sewer System or otherwise discharging sewage, including non-domestic and industrial wastes, into the system. The annual Sewer Service Charge shall be the sum of the following components, rounded to the nearest 10th of a dollar when computed on a quarterly basis: (a) One Administrative Component; (b) The product of the Operation and Maintenance Component times the number of residential equivalent connections assigned to a user; and (c) The product of the Debt Service Component times the number of residential equivalent connections assigned to the user. (2) The Administrative Component shall be the product of 50% of the Utility’s budgeted administration costs divided by the base number of sewer users. (3) The Operation and Maintenance Component shall be the product of the budgeted sewer system operating and maintenance costs divided by the base number of residential equivalent connections. Depreciation expense shall be included in the Operation and Maintenance Component of the Sewer Service Charge. The depreciation expense included in the Utility’s budget for operation and maintenance shall be computed on a basis consistent with generally accepted accounting principles. At a minimum, depreciation included in the Operation and Maintenance Component of the Sewer Service Charge shall equal the yearly replacement costs as defined by Wis. Admin. Code NR 128.3, and 40 CFR 35.2005(30)(i) and (ii) of the Federal Register. (4) The Debt Service Component shall be the product of the debt service requirement necessary to make the subsequent year's payments on the Wisconsin Clean Water Fund Loan, or any other financing used to upgrade and expand the Fox River Water Pollution Control Center, Interceptors with shared flow between the Lake Pewaukee Sanitary District, Town of Brookfield Sanitary District No. 4 and the City of Brookfield, and the Village of Pewaukee's force main and lift stations, and any other costs as assigned by the Common Council of the City of Pewaukee divided by the base number of residential equivalent connections. Page 88 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 18 (5) The Debt Service Component is intended to accumulate, by the end of each calendar year, funds sufficient to meet the subsequent year's debt service needs. The Utility has established a Reserve Capacity Assessment (RCA) to finance, among other projects, the costs of new, upgraded, a nd existing capacity in the Fox River Water Pollution Control Center. Any and all funds collected through the RCA may be used to offset the Debt Service Component of the Sewer Service Charge. The Common Council shall determine, in conjunction with the approval of the annual Sewer Service Charge, the amount, if any, of accumulated RCA funds to be used to offset the Debt Service Component of the Sewer Service Charge. (6) The Base Number of Residential Equivalent Units shall be the number of residential equivalent connections serviced by the Utility as of the last day of the preceding fiscal year. (7) The Base Number of Sewer Users shall be the number of sewer users serviced by the Utility as of the last day of the preceding fiscal year. C. Quarterly Billings: Users shall be billed quarterly for one quarter of the annual Sewer Service Charge. Such bills become due and payable on the 10 th of the month following the period for which service is rendered. A late payment charge of 1.0% per month shall be added to bills not paid within 20 days of issuance. The late payment charge shall be applied to the total unpaid balance for utility service, including unpaid late payment charges. The late payment charge is applicable to all customers. D. Prorated Billings: Quarterly billings of the Sewer Service Charge shall be prorated for new service connections based upon the number of months of service during the quarter. Service starting on or before the 15th day of the month shall be treated as occurring on the first day of that month. Service starting after the 15th day of the month shall be treated as occurring on the 1st day of the subsequent month. (1) Excess Revenues: Excess Revenues collected from a user class within a fiscal year shall be applied to that user class for the Operation and Maintenance Component of the Sewer Service Charge in the subsequent year. Excess revenues shall be computed by the end of the second quarter of the subsequent fiscal year and shall be applied equally to the Sewer Service Charge for the second, third and fourth quarter of the fiscal year. Excess Revenues shall be defined as that amount of revenue generated by the Sewer Service Charge in excess of the sum of: (a) Actual Operation and Maintenance Costs, including 100% of actual depreciation expense computed on a basis consistent with generally accepted accounting principles, (b) Administrative Costs allocated to the sewer utility, (c) All debt service costs allocated to the sewer utility, and (d) A rate of return of 8.5% on the sewer utility’s Net Investment Rate Base. Page 89 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 19 (2) Net Investment Rate Base: shall be the larger of zero or the average net book value of sewer system assets, including assets constructed jointly with other governmental agencies, individuals, or other organizations, less the average of contributions in aid of construction. (3) Notification: Users shall be notified annually of the portion of the Sewer Service Charge attributable to wastewater treatment services. E. Industrial and Commercial Charges for Other Than Domestic Wastewater and Surcharge for Discharging Conventional Pollutants. (1) Charges for Wastewater other than Domestic Wastewater shall be based on Flow, BOD, Suspended Solids, Phosphorus and such other constituents which affect the cost of the collection and treatment. All persons discharging wastes into the Sewer System are subj ect to a surcharge, in addition to any other wastewater service charge, if their wastewater has a concentration greater than Domestic Wastewater concentrations. The volume of flow used for computing waste surcharges shall be the metered water consumption, or the actual volume of waste as determined by an industrial waste meter in installation. The amount of surcharge shall reflect the cost incurred by the Sewer Utility in removing BOD, Suspended Solids, Phosphorus, and other pertinent constituents. The surcharge shall be computed on the basis of Model No. 2, Federal Register, Vol. 39, No. 29, Feb. 11, 1974, p. 5270. Surcharge = [B (B) + S (S) + P (P)] V (2) Surcharge for Discharge of Toxic Pollutants Users discharging toxic pollutants prohibited by this ordinance, shall in addition to any fines or penalties levied by the Sewer Utility pay for any increased operating, maintenance, including depreciation, and administrative costs attributable to such discharge. F. Reserve Capacity Assessments The City has levied and assessed upon each lot or parcel of land currently within the Sewer Utility, but not having an existing connection to the Sewer System and upon land subsequently attached to the Sewer Utility , a Reserve Capacity Assessment (RCA). Each RCA charge shall be payable as herein provided and shall be on the basis of one RCA charge for each Residential Equivalent Connection connected to the Sewer System. (1) Schedule of Charges : The Reserve Capacity Assessment for a single- family residence shall be as determined by resolution by the Common Council which shall also be the unit of charge for a Residential Equivalent Connection. The Director of Public Works/City Engineer shall dete rmine the residential equivalency units for all other categories of buildings. Special charges may be Page 90 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 20 determined by the Approving Authority for large commercial or industrial users. The RCA charge shall be increased as required from time to time by the Sewer Utility. (2) Payments: Payments of the RCA charge for future connections shall be made in full prior to the issuance of a building or plumbing permit. G. Special Rates: The approving authority may at any time hereafter, set special rates for any large commercial service, industrial use of any other unique user that does not readily fit into other categories of users. H. Special Assessments - Nothing contained in this Ordinance shall prohibit or preclude the City from levying, from time to time, special assessments in the manner provided by law. § 300 –17 - Annual Budget and Method of Payment of Charges A. Annually, before November 1st, the Sewer Utility shall prepare a budget for the subsequent fiscal year which shall be separated into the following sections, 1) Operation, 2) General Maintenance and Administration, and 3) Debt Service. B. Billing: The property owner is held responsible for all sewer bills on premises that they own. All sewer bills and notices of any nature, relative to the sewer service, shall be addressed to the owner and/or occupant and delivered to the addressee by first class mail. C. Failure to Receive Bill No Penalty Exemption : Reasonable care shall be exercised in the proper delivery of sewer bills. Failure to receive a sewer bill, however, shall not relieve any person of the responsibility for payment of sewer rates within the prescribed period, nor exempt any person from any penalty imposed for de linquency in the payment thereof. D. Delinquent Bills: On the 15 th day of October each year , notice shall be given to the owner or occupant of all lots or parcels of real estate to which service has been furnished prior to October 1 and payment for which is owing and in arrears at the time of giving such notice. The Utility Clerk shall furnish the City Treasurer with a list of all such lots or parcels of real estate, and the notice shall be given by the City Treasurer. The Utility Clerk shall notice all delinquent accounts. Notice shall be in writing and shall state the amount of such arrears, including any penalty assessed pursuant to the rules of such Sewer Utility; that unless the same is paid by the 31 st day of October, the same shall be assessed a 10% penalty. Any remaining arrears as of November 15th shall be levied as a special charge on the real estate tax bill against the lot or parcel of real estate to which service was furnished and for which payment is delinquent as above specified. Such notice may be served by delivery to either such owner or occupant personally, or by letter addressed to such owner or occupant at the post office address of such lot or parcel of real estate. On the 16 th day of November, the City Treasurer Page 91 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 21 issuing the notice shall certify and file with the Sewer Utility a list of all lots or parcels of real estate, giving the legal description thereof and the amount of unpaid arrears and penalty. Each such delinquent amount, including such penalty, shall thereupon become a lien upon the lot or parcel of real estate to wh ich the service was furnished and payment for which is delinquent, and the Sewer Utility shall insert the same as a tax against such lot or parcel of real estate pursuant to Wis. Stat. § 66.0809. All proceedings in relation to the collection of general property taxes and special assessments and to the return and sale of property for delinquent taxes and special assessments shall apply to said tax if the same is not paid within the time required b y law for payment of taxes upon real estate. § 300 –18 - Equipment Replacement Account A. The Sewer Utility shall establish a segregated replacement account for the purpose of accumulating cash reserves. Such reserves shall be available for the Replacement Costs of the Sewer System as necessary for the purpose of extending the useful life of mechanical equipment. The account was initially funded with cash in an amount equal to the depreciation accumulated on all mechanical equipment associated with the operation and maintenance of the Sewer System incurred through December 31, 1988. B. The Sewer Utility shall periodically, but at least annually, deposit cash in the Equipment Replacement Account equal to the yearly depreciation computed on mechanical equipment associated with the Sewer System. C. Depreciation for this purpose shall be computed using the half year convention on the straight-line method over the estimated useful life of the mechanical equipment. § 300-19 – Records The City shall keep a record of all applications for connections, disconnection or reconnection permits, and each permit shall be regularly numbered in the order of its issue, and a record showing the number, description, and size of all laterals installed indicating the kind of materials used and the location of such lateral shall be kept. In addition, the City shall keep a record of all inspections made, the removal of buildings or their laterals, and a record of all fees collected showing the date of their receipt. § 300-20 Confidentiality of Critical Information When requested by the user furnishing a report or permit application or questionnaire, the portions of the report, or other document, which might disclose trade secrets or secret processes shall, to the extent legally permissible, remain confidential. § 300-21 Violations A. Any person who fails to comply with any of the provisions of this Ordinance or with an order of the Approving Authority issued in pursuance of this Ordinance, or shall tamper with metering or sampling, shall be liable to the Utility for any expense, loss or damage occasioned by such violation including reasonable attorney fees and other expenses of litigation and upon conviction of any violation of this Ordinance, shall be Page 92 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 22 fined not less than $200 nor more than $5,000 per violation, plus damages. Each day a condition is allowed to exist which is contrary to all, or any part of this Ordinance shall constitute a new violation. Change of ownership or occupancy of premises delinquent under the provisions of this Ordinance shall not be cause for reducing or eliminating charges due and penalties for violations B. If any user shall discharge waste or wastewater with a BOD concentration of 900 mg/l or greater, said user shall pay a penalty of $1,000 per violation. Each day a violation occurs shall constitute a separate violation. Said penalty shall be added to the monthly or quarterly billing statement. C. In addition to the Court proceedings and penalties described in the foregoing sections of this Ordinance, whenever a person violates any provision of this Ordinance or fails to comply with any order of the Approving Authority, the Approving Authority may order that an action be commenced on behalf of the Utility/City of Pewaukee in the Circuit Court for Waukesha County for the purpose of obtaining an injunction restraining the person violating the Ordinance or failing to comply with the Order, from making any further discharges into the Sewer System of the Utility. D. Any existing or new FOG -producing facility not submitting a FOG and food waste control plan within the timeframe determined by the Utility Manager or its designee shall be fined no more than $50 per day for each day the plan is late. E. Any FOG producing facility, after inspection by the City of Pewaukee, that has not made the necessary repairs or remediation and submitted a remediation report as ordered by the City of Pewaukee within the designated timeframe shall be fined no more than $100 per day for each day the plan is late. F. Any FOG producing facility found using chemical and/or biological additives to emulsify or remove grease shall be fined no more than $100 for the 1 st offense, $200 for the 2nd offense, $1,000 for 3rd offense and $2,000 for each offense thereafter. G. Any user exceeding the maximum daily concentration of 300 mg/l of grease shall be fined no more than $500 per offense. H. Facilities whose discharge causes a deposit or obstruction or in any manner causes damage to or impairs the public sewerage collection system and wastewater treatment facility shall be liable for any expense, loss caused by such violation or discharge. The Utility shall bill the user for the cost incurred for any cleaning, repair, and replacement of the public sewerage collection system or restoration of receiving water damaged by any discharges from the public sewerage collections system. I. Facilities found guilty of falsifying maintenance and manifest records shall be fined $500 for 1 st offense, $1,000 for 2nd offense, $2,000 for 3rd offense and $5,000 for each subsequent offense. In addition, further criminal charges and penalties may be applicable. Page 93 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 23 J. REMEDIES CUMULATIVE - All remedies provided for in this Ordinance and in the City of Pewaukee Sewer Use Ordinance are distinct and cumulative to any other right or remedy under this Ordinance or any other City of Pewaukee Ordinance or afforded by law or equity; and may be exercised by the Commission concurrently, independently, or successively. § 300.22 – Miscellaneous (1) SUPERSEDING PREVIOUS SEWER SERVICE CHARGE ORDINANCES - This Ordinance establishing sewer service charges and user regulations shall supersede and replace all previous sewer service ordinances of the City. § 300.23 – Residential Equivalency Connection Table The following list of users will be assigned R.E.C.’s as listed: A. RESIDENTIAL Description R.E.C. Single Family 1 Duplex 2 (1 per Unit) 2 Units and Up to 7 Units 0.8 (per Unit) Multi-Family (8 or More Units) 0.75 (per Unit) Vacant Lot 0 B. COMMERCIAL / INDUSTRIAL SIC CODE DESCRIPTION GALLONS PER EMPLOYEE HOURS 0742 Veterinary Services for Animal Specialties 20.0 0752 Animal Specialty Services 16.0 0782 Lawn and Garden Services 10.0 1446 Industrial Sand 5.0 1521 General Contractors – Residential 2.3 1541 General Contractors - Industrial Bldgs. & Warehouses 2.3 1611 General Contractors - Public Works 2.3 1711 Plumbing, Heating & Air Conditioning 2.3 1731 Electrical Work 2.3 1761 Roofing and Sheet Metal Work 2.3 1799 Special Trade Contractors, N.E.C. 2.3 2013 Sausage & Other Prepared Meats 110.0 2065 Candy and Other Confectionary Products 50.0 2087 Flavoring Extracts & Syrups, N.E.C. 75.0 2394 Canvas and Related Products 2.3 2431 Millwork 5.0 Page 94 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 24 2434 Wood Kitchen Cabinets 5.0 2522 Metal Office Furniture 2.3 2721 Periodicals: Publishing & Printing 10.0 2731 Books: Publishing & Printing 10.0 2751 Commercial Printing, Letterpress & Screen 10.0 2752 Commercial Printing, Lithographic 10.0 2789 Bookbinding and Related Work 10.0 2795 Lithographic Platemaking & Related Services 25.0 2819 Industrial Inorganic Chemicals, N.E.C. 10.0 2834 Pharmaceutical Preparations 10.0 2841 Soap & Other Detergents 15.0 2893 Manufacturing of Printing Ink 30.0 2899 Chemicals & Chemical Preparations, N.E.C. 10.0 3079 Miscellaneous Plastics Products 85.0 3111 Leather Tanning & Finishing 345.0 3272 Concrete Products, Except Block & Brick 35.0 3273 Ready-Mixed Concrete 90.0 3293 Gaskets, Packings and Sealing Devices 2.3 3325 Steel Foundries, N.E.C. 115.0 3341 Secondary Smelting & Refining of Non-ferrous Metals 2.7 3441 Fabricated Structural Metal 25.0 3442 Metal Doors, Sash, Frames, Molding and Trim 2.3 3444 Sheet Metal Work 40.0 3451 Screw Machine Products 10.0 3462 Iron and Steel Forgings 5.0 3469 Metal Stampings, N.E.C. 5.0 3471 Electroplating, Plating, Polishing, Anodizing, etc. 50.0 3479 Coating, Engraving and Allied Services, N.E.C. 100.0 3495 Wire Springs 2.3 3498 Fabricated Pipe and Fittings 2.3 3499 Fabricated Metal Products, N.E.C. 25.0 3531 Construction Machinery and Equipment 5.0 3544 Specialty Dies & Tools, Die Sets, Jigs & Fixtures, Molds 10.0 3562 Ball and Roller Bearings 5.0 3565 Industrial Patterns 5.0 3569 General Industrial Machinery & Equipment, N.E.C. 4.0 3576 Scales and Balances, Except Laboratory 2.3 3599 Machinery, Except Electrical, N.E.C. 10.0 3613 Switchgear and Switchboard Apparatus 5.0 3632 Household Refrigerators, Home & Farm Freezers 2.3 3694 Electrical Equipment for Internal Combustible Engines 2.3 3714 Motor Vehicle Parts and Accessories 75.0 3999 Manufacturing Industries, N.E.C. 2.3 4141 Local Passenger Transportation Charter Service 2.3 4151 School Busses 2.3 4212 Local Trucking Without Storage 10.0 Page 95 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 25 4213 Trucking, Except Local 2.3 4225 General Warehousing and Storage 2.3 4311 U.S. Postal Service 2.3 4722 Travel Agency 2.3 4811 Telephone Communication 2.3 4832 Radio Broadcasting 2.3 5042 Toys and Hobby Goods and Supplies 2.3 5063 Electrical Apparatus and Equipment 2.3 5064 Electrical Appliances 2.3 5072 Hardware – Wholesale Distribution 2.3 5082 Construction and Mining Machinery and Equipment 2.3 5084 Industrial Machinery and Equipment 2.3 5142 Frozen Foods 10.0 5149 Wholesale Groceries & Related Products, N.E.C. 10.0 5199 Wholesale Non-durable Goods, N.E.C. 10.0 5211 Lumber & Other Building Materials Dealers 2.3 5231 Paint, Glass, Wallpaper 2.3 5251 Hardware – Retail Sales 2.3 5261 Retail Nurseries, Lawn & Garden Supply Stores 10.0 5271 Mobile Home Dealers 2.3 5311 Department Stores 2.3 5331 Variety Stores 2.3 5411 Grocery Stores with Meat & Produce Departments 16.0 5412 Grocery Stores without Meat & Produce Departments 6.0 5441 Candy, Nut and Confectionery Stores 10.0 5462 Retail Bakeries – Baking and Selling 10.0 5499 Miscellaneous Food Stores 2.3 5511 Motor Vehicle Dealers 5.0 5531 Auto and Home Supply Stores 2.3 5541 Gasoline Service Stations 15.0 5551 Boat Dealers 5.0 5611 Clothing Stores 2.3 5661 Shoe Stores 2.3 5681 Furriers and Fur Shops 5.0 5711 Furniture, Floor Coverings, Appliances 2.3 5812 Eating Places (Restaurants) 20.0 5813 Drinking Places (Taverns) 45.0 5912 Drug Stores and Proprietary Stores 2.3 5921 Liquor Stores 2.3 5931 Used Merchandise Stores 2.3 5941 Sporting Goods Stores and Bicycle Shops 2.3 5942-9 Miscellaneous Stores 2.3 5992 Florists 10.0 5999 All Other Retail Stores 2.3 6022-59 Banks 2.3 6122-63 Savings and Loans 2.3 6311 Insurance Companies 2.3 Page 96 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 26 6411 Insurance Agents 2.3 6512 Operators of Non-residential Buildings 2.3 6515 Operators of Residential Mobile Home Sites 2.3 6531 Real Estate Agents and Managers 2.3 6553 Cemetery Subdividers and Developers 2.3 6722 Management Investment Offices 2.3 7211 Power Laundries, Family and Commercial 105.0 7212 Cleaning and Laundry Pick-up Stations 2.3 7215 Factory Coin-Op Laundries and Dry Cleaning 910.0 7221 Photographic Studios 2.3 7231 Beauty Shops 16.0 7241 Barber Shops 10.0 7261 Funeral Service and Crematories 15.0 7299 Miscellaneous Services, N.E.C. 2.3 7311 Advertising Agencies, Employment Services 2.3 7332 Blueprinting and Photocopying Services 2.3 7361 Employment Agencies 2.3 7391 Research and Development Laboratories 10.0 7395 Photofinishing Labs 10.0 7512 Passenger Car Rental and Leasing, w/o Drivers 10.0 7531 Top and Body Repair Shops 5.0 7534 Tire Retreading and Repair Shops 20.0 7538 General Automotive Repair Shops 5.0 7542 Car Washes 115.0 7622 Radio and Television Repair 2.3 7699 Repair Shops and Related Services, N.E.C. 2.3 7814 Motion Picture and Tape Production 10.0 7832 Motion Picture Theaters, not Drive-Ins 20.0 7911 Dance Halls, Studios and Schools 20.0 7922 Theatrical Producers 20.0 7933 Bowling Alleys 50.0 7992 Public Golf Courses 45.0 7997 Membership Sports and Recreation Clubs 75.0 7999 Roller Rinks, Gymnasiums, Museums 20.0 8011 Offices of Physicians 10.0 8021 Offices of Dentists 10.0 8031 Offices of Osteopaths 10.0 8041 Offices of Chiropractors 10.0 8051 Skilled Nursing Care 20.0 8091 Health and Allied Services, N.E.C. 10.0 8111 Attorneys 2.3 8211 Elementary and Secondary Schools 20.0 8221 Colleges, Universities and Professional Schools 25.0 8231 Libraries and Information Centers 20.0 8249 Vocational Schools, N.E.C. 20.0 8421 Arboreta, Botanical and Zoological Gardens 45.0 8621 Professional Membership Organizations 2.3 Page 97 of 208 CITY OF PEWAUKEE CHAPTER 300 – SANITARY SEWER SERVICE ORDINANCE April 20, 2025 27 8641 Civic, Social and Fraternal Associations 15.0 8661 Religious Organizations (hours occupied only) 20.0 8699 Membership Organizations, N.E.C. 2.3 8911 Engineering, Architectural & Surveying Services 2.3 8931 Accountants 2.3 9199 General Government, N.E.C. 2.3 9221 Police Protection 2.3 9224 Fire Protection 2.3 9451 Administration of Veteran’s Affairs 2.3 9999 All Offices, N.E.C. 2.3 NOTE: Minimum R.E.C. per user shall be 1 R.E.C. Any category of user not listed shall be assigned an R.E.C. by the Common Council after recommendation of the Director of Public Works/City Engineer. All R.E.C.’s shall be established to the nearest 0.25 R.E.C. NOTE: Parsonages should be regarded as single family residences. Page 98 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding the 2025 Annual Consumer Confidence Report [Mueller/Kincaid] Sub Item Agenda Language: Background Provided By: Jane Mueller Background: Included for your review is the Annual Consumer Confidence Report. The EPA and DNR require all municipal water suppliers to provide an annual water quality report to their customers. This water quality report is made available to Water Utility customers through the City website. Beginning in 2027, the Consumer Confidence Report will be required to be issued semi- annually, with reports due by June 30th and December 31st each year. Fiscal Impact: Recommended Motion: Common Council approve the 2025 Consumer Confidence Report. Page 99 of 208 2025 CONSUMER CONFIDENCE REPORT DATA PEWAUKEE CITY WATER AND SEWER UTILITY, PWS ID: 26802149 Este informe contiene información importante acerca de su agua potable. Haga que alguien lo traduzca para usted, o hable con alguien que lo entienda. Dlaim ntawv tshaabzu nuav muaj lug tseemceeb heev nyob rua huv kws has txug cov dlej mej haus. Kuas ib tug paab txhais rua koj, los nrug ib tug kws paub lug thaam. (This report contains information about your drinking water. Have someone translate it for you or talk to someone who understands it.) Water System Information If you would like to know more information about the information contained in this report, please contact Jane E. Mueller, Utility Manager at (262) 691-0804, or email publicworks@pewaukee.wi.us . The City of Pewaukee provides an opportunity for public input on d ecisions affecting your water quality at City of Pewaukee Common Council meetings, held on the first and third Monday of the month at 6:30 p.m. at Pewaukee City Hall, Common Council Chambers, W240N3065 Pewaukee Road, Pewaukee, WI 53072, unless otherwise noted. Health Information Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that the water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the Environmental Protection Agency's (EPA) Safe Drinking Water Hotline at (800) 426-4791. Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno -compromised people such as those with cancer undergoing chemotherapy, people who have undergone organ transplants, people with HIV/AIDS, or other immune systems 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 c ryptosporidium and other microbial contaminants are available by calling the E PA 's Safe Drinking Water Hotline at (800) 426-4791. Source(s) of Water Source ID Source Depth (in feet) Status Source ID Source Depth (in feet) Status 1 Groundwater 1200 Active 7 Groundwater 1344 Active 2 Groundwater 1075 Active 8 Groundwater 180 Active 3 Groundwater 340 Active 9 Groundwater 1400 Active 4 Groundwater 350 Active 10 Groundwater 182 Active 5 Groundwater 1000 Active 11 Groundwater 1180 Active 6 Groundwater 1415 Active 12 Groundwater 154 Active To obtain a summary of the source water assessment, please contact Jane Mueller at (262) 691-0804. Educational Information The sources of drinking water, both tap water and bottled water, include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels over the surface of the land or through the ground it dissolves naturally occurring minerals and, in so me cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include:  Microbial contaminants, such as viruses and bacteria which may come from sewage treatment plants, septic systems, agricultura l livestock operations and wildlife.  Inorganic contaminants, such as salts and metals which can be naturally occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming.  Pesticides and herbicides, which may come from a variety of sources such as agriculture, urban stormwater runoff and residential uses.  Organic chemical contaminants, including synthetic and volatile organic chemicals , which are byproducts of industrial processes and petroleum production, and can also come from gas stations, urban stormwater runoff and septic systems.  Radioactive contaminants, which can be naturally occurring or be the result of oil and gas production and mining activities. In order to ensure that tap water is safe to drink, the EPA pr escribes regulations that limit the amount of certain contaminants in water provided by public water systems. FDA regulations establish limits for contaminants in bottled water, which shall provide the same protection for public health. Definitions Term Definition AL Action Level: The concentration of a contaminant that, if exceeded, triggers treatment or other requirements that a water system must follow. HA and HAL HA: Health Advisory. An estimate of acceptable drinking water levels for a chemical substance based on health effects information. HAL: Health Advisory Level is a concentration of a contaminant that, if exceeded, poses a health risk and may require a water system to post a public notice. Health Advisories are determined by the U.S. Environment Protection Agency (US EPA). Page 100 of 208 Term Definition HI HI: Hazard Index is used to assess the potential health impacts associated with mixtures of contaminants. Hazard Index guidance for a class or mixture of contaminants may be determined by the US EPA or Wisconsin Department of Health Services (WDHS). If a Health Index is exceeded, a system may be required to post a public notice. Level 1 Assessment A Level 1 assessment is a study of the water system conducted to identify potential problems and determine, if possible, why total coliform bacteria have been found in the water system. Level 2 Assessment A Level 2 assessment is a very detailed study of the water system conducted to identify potential problems and determine, if possible, why an E. coli MCL violation has occurred, why total coliform bacteria have been found in the water system, or both, on multiple occasions. MCL Maximum Contaminant Level: The highest level of contaminant allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MFL million fibers per liter MRDL Maximum Residual Disinfectant Level: The highest level of a disinfectant allowed in drinking water. There is convincing evidence that the addition of a disinfectant is necessary to control microbial contaminants. MRDLG Maximum Residual Disinfectant Level Goal: The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of using disinfectants to control microbial contaminants. mrem/year Millirems per year (a measure of radiation absorbed by the body) NTU Nephelometric Turbidity Units pCi/l Picocuries per liter (a measure of radioactivity) ppm Parts per million, or milligrams per liter (mg/l) ppb Parts per billion, or micrograms per liter (ug/l) ppt Parts per trillion, or nanograms per liter ppq Parts per quadrillion, or picograms per liter PHGS Public Health Groundwater Standards are found in NR 140 Groundwater Quality. The concentration of a contaminant that, if exceeded, poses a health risk and may require a system to post a public notice. RPHGS Recommended Public Health Groundwater Standards. Groundwater standards proposed by the WDHS. The concentration of a contaminant that, if exceeded, poses a health risk and may require a system to post a public notice. SMCL Secondary drinking water standards, or Secondary Maximum Contaminant Levels (SMCLs), are established for contaminants that affect the taste, odor, or appearance of the drinking water. SMCLs do not represent health standards. TCR Total Coliform Rule TT Treatment Technique: A required process intended to reduce the level of contaminant in drinking water. Detected Contaminants Your water was tested for many contaminants last year. We are allowed to monitor some contaminants less frequently than once a year. The following tables list only those contaminants that were detected in your water. If a contaminant was detected last year, it will appear in the following tables without a sample date. If a contaminant was not monitored last year, but was detected within the last five 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 2025) Violation Typical Source of Contaminant HAA5 (ppb) MDBP - 2 60 60 3 3 No By-product of drinking water chlorination TTHM (ppb) MDBP - 2 80 0 18.5 18.5 No By-product of drinking water chlorination Inorganic Contaminants Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant ARSENIC (ppb) 10 n/a 7 0-7 3/15/2023 No Erosion of natural deposits, runoff from orchards; runoff from glass and electronics production wastes BARIUM (ppm) 2 2 0.190 0.010-.0190 3/15/2023 No Discharge of drilling wastes; discharge from metal refineries; erosion of natural deposits FLUORIDE (ppm) 4 4 0.4 0.3-0.4 3/15/2023 No Erosion of natural deposits; Water additive that promotes strong teeth; Discharge from fertilizer and aluminum factories NICKEL (ppb) 100 5.9000 0.1000-5.9000 3/15/2023 No Nickel occurs naturally in soils, groundwater, and surface water and is often used in electroplating, stainless steel, and alloy products Page 101 of 208 Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant NITRATE (N03-N) (ppm) 10 10 0.23 0.00 - 0.23 No Runoff from fertilizer use; leaching from septic tanks and sewage; erosion of natural deposits NITRITE (N02-N) (ppm) 1 1 0.042 0.000-0.042 3/15/2023 No Runoff from fertilizer use; leaching from septic tanks and sewage; erosion of natural deposits SODIUM (ppm) n/a n/a 130.0 14.00-130.00 3/15/2023 No N/A Contaminant (units) Action Level MCLG 90th Percentile Level Found Range # of Results Sample Date (if prior to 2025) Violation Typical Source of Contaminant COPPER (ppm) AL=1.3 1.3 0.1500 0.0200-0.1800 0 of 20 results were above the Action Level 8/1/2023 No Corrosion of household plumbing systems; erosion of natural deposits; leaching from wood preservatives LEAD (ppb) AL=15 0 2.60 0.00-34.00 1 of 20 results were above the Action Level 9/14/2023 No Corrosion of household plumbing systems; erosion of natural deposits PFAS Contaminants with a Recommended Health Advisory Level Perfluoroalkyl and polyfluoroalkyl substances (PFAS) are a large group of human- made chemicals that have been used in industry and consumer products worldwide since the 1950s. The following table lists PFAS contaminants which were detected in your water and that have a R ecommended Public Health Groundwater Standard (RPHGS) or Health Advisory Level (HAL). There are no violations for detections of contaminants that exceed the RPHGS or HAL. The RPHGS are levels at which concentrations of the contaminant presen t a health risk and are based on guidance provided by the W isconsin Department of Health Services (WDHS). Note: The recommended health-based levels in the table below were in effect in 2024. These levels were revised by WDHS in 2025. They can be found here: https://www.dhs.wisconsin.gov/water/gws.htm. Typical Source of Contaminant Drinking water is one way that people can be exposed to PFAS. In Wisconsin, two-thirds of people use groundwater as their drinking water source. PFAS can get in groundwater from places that make or use PFAS and release from consumer products in landfills. Contaminant (units) RPHGS or HAL (ppt) Level Found Range Sample Date (if prior to 2025) PFBS (ppt) 450000 17.47 0.00-24.00 PFHXS (ppt) 40 41.00 0.00-65.00 PFOS (ppt) 20 13.45 0.00-27.00 PFOA (ppt) 20 5.63 0.00-8.00 PFHXA (ppt) 150000 23.40 0.00-32.00 PFOA and PFOS Total (ppt) 20 18.10 0.00-35.00 Radioactive Contaminants Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant GROSS ALPHA, EXCL. R & U (pCi/l) 15 0 20.0 0.0-25.8 Yes, Ongoing Erosion of natural deposits RADIUM (226 + 228) (pCi/l) 5 0 3.6 0.5-4.1 Yes, Ongoing Erosion of natural deposits GROSS ALPHA, INCL. R & U (n/a) n/a n/a 23.0 -2.2-29.0 No Erosion of natural deposits COMBINED URANIUM (ug/l) 30 0 4.5 0.3-4.7 No Erosion of natural deposits Unregulated Contaminants Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist the EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. The EPA required us to participate in this monitoring. Within the last 12 months we conducted Unregulated Contaminant Monitoring in accordance with US EPA rules. We are required to inform you of this sampling. We are only required to include results showing detections in this report; however, if you would like a copy of all results, please contact our office at (262) 691-0804. Page 102 of 208 Health Effects for any Contaminants with MCL Violations/Action Level Exceedances/SMCL Exceedances/PHGS or HAL Exceedances Contaminant Health Effects GROSS ALPHA, EXCL. R&U Certain minerals are radioactive and may emit a form of radiation known as alpha radiation. Some people who drink water containing alpha emitters in excess of the MCL over many years may have an increased risk of developing cancer. PFHXS Scientists are still learning about the health effects that various PFAS can have on the body. To date, studies among people have shown that high levels of certain PFAS can increase cholesterol levels, decrease antibody levels in response to vaccines, and decrease fertility in women. People can reduce their risk of health effects by reducing their exposure to PFAS. PFOA AND PFOS TOTAL Scientists are still learning about the health effects that various PFAS can have on the body. To date, studies among people have shown that high levels of certain PFAS can increase cholesterol levels, decrease antibody levels in response to vaccines, and decrease fertility in women. People can reduce their risk of health effects by reducing their exposure to PFAS. PFOS Scientists are still learning about the health effects that various PFAS can have on the body. To date, studies among people have shown that high levels of certain PFAS can increase cholesterol levels, decrease antibody levels in response to vaccines, and decrease fertility in women. People can reduce their risk of health effects by reducing their exposure to PFAS. RADIUM (226 + 228) Some people who drink water containing radium 226 or 228 in excess of the MCL over many years may have an increased risk of developing cancer. Additional Health Information While your drinking water meets the US EPA's standard for arsenic, it does contain low levels of arsenic. The US EPA's standard balances the current understanding of arsenic's possible health effects against the costs of removing arsenic from drinking water. The US EPA 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. Lead can cause serious health problems, especially pregnant women and young children. Lead in drinking water primarily comes from materials and components associated with service lines and home plumbing. The City of Pewaukee Water & Sewer Utility is responsible for providing high-quality drinking water and removing lead pipes, but cannot control the variety of materials used in plumbing components in your home. You share the responsibility for protecting yourself and your family from the lead in your home plumbing. You can do this by identifying and removing lead materials within your home plumbing and taking steps to reduce your family’s risk. Before drinking tap water, flush your pipes for several minutes by running your tap, taking a shower, doing laundry, or a load of dishes. You can also use a filter certified by an American National Standards Institute- accredited certifier to reduce lead in drinking water. If you are concerned about lead in your water and wish to have your water tested, contact Jane Mueller at the City of Pewaukee Water & Sewer Utility at (262) 691-0804. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available at: https://www.epa.gov/safewater/lead. Additional Information on Service Line Materials We were required to develop an initial inventory of service lines connected to our distribution system by October 16, 2024, and to make the inventory publicly accessible. You can access the service line inventory on the City of Pewaukee website at: https://portal.laserfiche.com/j9152/forms/pipeinventory. (Please type your address using this example: W240N3065 PEWAUKEE RD). Corrective Actions Taken The City of Pewaukee will be constructing a water main loop to facilitate the abandonment of Well #5, which is contaminated with radionuclides, including Gross Alpha and Radium. The City has recently completed a pilot treatment study for PFAS removal at Well #8. The building and treatment plant design is currently underway. Construction of both projects is anticipated to begin in late 2026 or early 2027. Once construction begins, the water treatme nt plant and water main loop projects are expected to take approximately 18 months to two years to complete. Contaminant (units) Level Found Range Sample Date (if prior to 2025) ISOPROPYLBENZENE (ppb) 0.25 0.25 5/9/2023 Page 103 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding Mandatory Sewer Connections on Various Assessment Districts [Wagner/Mueller] Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: The City has several assessment districts in which the 15-year mandatory connection to the municipal sanitary sewer system has expired, is due to expire, or will expire in the near future. There are a number of properties within these assessment districts that have not yet connected. The impacted areas include: Rolling Ridge Subdivision Arrowhead Trails Subdivision Green Road Duplainville Road Still River/Bluemound Corridor Valleyview Sunnyridge Property owners have 15 years from the date of the final resolution to connect to the municipal sanitary sewer system and abandon their existing private system. This requirement was established by the City as its policy and has been included in final resolutions since the early 2000s. All resolutions were mailed to the affected property owners at the time the assessments were levied. If connection is not made in accordance with our ordinance, a standby change of 150% of the quarterly sewer charge will be sent to each property owner on their quarterly utility bill. The current quarterly sewer rate is $141. Therefore, a quarterly standby charge of $211.50 will be added to the utility bill of any property that has not connected by the applicable deadline. When sanitary sewer is extended into an area, the City typically installs the sewer main and a lateral to the property line. Most affected properties will be able to connect to this lateral. The Bluemound/Still River area is an exception because it was constructed as a developer-financed project and they were not required by the Common Council to install the full laterals. All properties in this area have a wye connection installed at the sewer main, but only a handful of property owners opted for the optional lateral to be installed at the time of the sewer installation. Most properties in this area will need to install the Page 104 of 208 entire lateral from the building to the sewer main. It should be noted that properties along Bluemound Road (CTH JJ) will be required to obtain a permit from Waukesha County because work will occur within the County right- of-way to make the sewer connection. All remaining properties will be required to obtain the City's right-of-way permit. The property owners will need to pay a private plumber to connect the system, abandon their existing private system, obtain any required permits, and pay reserve capacity assessments (RCA) and/or interceptor capacity assessments (ICA). Costs will vary depending on the area in which they are located and each individual connection scenario. Many of the special assessments should be paid in full at the 15-year mandatory connection time. Staff would like to send notices to the affected property owners and provide one year from the date of the notice to connect, which will exceed the deadline to connect for a few of the assessment districts. We understand that many of these residents will have likely forgotten, or are not the original owners of the property, and desire to give them some time to make these connections and plan for the expenses. After one year from this notice, the standby charge would be enacted for each property. Fiscal Impact: RCA = $3,767 Waukesha Connection = varies by property size Bluemound ICA = $888.08 Green Road ICA - $7,234 City ROW permit = $75 plus $1,000 1 yr. deposit, $10,000 deposit if in pavement County Permit = $410, estimated Plumbing Permits = $140, estimated Plumbing Costs = varies for each property Recommended Motion: Council allow affected residents one year to connect from the date of the City's reminder notice to the residents, or the date of the resolution, whichever is later, and if connection is not made by the deadline, to enact the 150% quarterly sewer charge. Page 105 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding Well #8 PFAS Pilot Study [Mueller/Kincaid] Sub Item Agenda Language: Background Provided By: Jane E. Mueller Background: Early in our evaluation of PFAS treatment systems, one of the considerations was how the treatment system would affect the look of the Well #8 building. While working with our consulting engineers, we learned that anion exchange resin (AIX) treatment plants have a smaller footprint than the other common treatment of Granular Activated Carbon (GAC) systems. With some internal building modifications, we would be able to excavate the floor of the existing garage, creating a recessed space for the pretreatment and PFAS treatment vessels, while keeping the same east-facing view of the structure. Therefore, in early 2025, the Utility requested proposals from three companies/consultants that provide PFAS treatment system to supply pilot treatment plants so the Utility could determine the most appropriate treatment system for PFAS removal at Well #8. From May 2025 through May 2026, the Utility staff operated a PFAS removal pilot system using Lanxess TP108 media anion exchange resin (AIX) in the small-scale treatment plant. The variables evaluated included: 1) media life, 2) pretreatment requirements, 3) backwash frequency, and 4) treatment effectiveness. Well #8 has naturally occurring high levels of iron. One treatment vessel operated using only a bag filter for pretreatment for iron, while another vessel operated with an OxiPlus filtration system. Over time, the AIX media became fouled with iron despite the use of OxiPlus media for pretreatment. In October 2025, an additional column utilizing SandPlus iron-removal media was added. Initially, the SandPlus column was operated with an additional oxidant. However, in February 2026, aeration was added at the head end of the SandPlus system to allow for greater iron removal. Summary Considering all the variables evaluated, AIX treatment using Lanxess TP108 media is recommended for the full-scale PFAS treatment system at Well #8, as the media performed effectively in removing PFAS compounds. SandPlus pretreatment with inline pressure aeration was determined to be the most applicable pretreatment process because it effectively reduced iron concentrations without the use of additional Page 106 of 208 chemicals. Fiscal Impact: Estimated $2,000,000 Recommended Motion: The Council approve moving forward with the recommendation from the PFAS Pilot Test Report. Page 107 of 208 May 13, 2026 Jane Mueller, Utility Manager City of Pewaukee Water and Sewer jem@pewaukee.wi.us Subject: PFAS Pilot Test Report for the City of Pewaukee Dear Ms. Mueller, WaterSurplus would like to thank you for the opportunity to provide PFAS pilot testing for the City of Pewaukee. The pilot report discusses:  Pilot setup for pilot testing  Results achieved including PFAS removal, operating pressures, and SDI testing  Discussion of how these results may impact the full-scale system  Pretreatment recommendations to minimize fouling of the PFAS media  Recommendations for the full-scale treatment system Please contact us if you have additional questions regarding the pilot test and results to date. Respectfully submitted, Bryan Kumfer BRYAN KUMFER DIRECTOR OF PFAS SOLUTIONS Mobile 715.527.8793 | Email bryan.kumfer@watersurplus.com 726 Beacon Street, Loves Park, IL 61111 | watersurplus.com CC: Rob Kincaid – City of Pewaukee Magdelene Wagner – City of Pewaukee Seth Brown – City of Pewaukee Dan Dimoff- City of Pewaukee Brooke Larson – Strand Associates, Inc. Ben Wood – Strand Associates, Inc. Page 108 of 208 PFAS Pilot Test Report City of Pewaukee Project: 50052086 Date of Issue: 13May2026 Written By: Bryan Kumfer Page 109 of 208 Page 2 of 42 TABLE OF CONTENTS 1. Summary.................................................................................................................................................... 3 2. Background ............................................................................................................................................... 4 3. Objectives .................................................................................................................................................. 4 4. Pilot Description and Procedures ........................................................................................................ 5 5. Results and Discussion ......................................................................................................................... 11 5.1. PFAS – Well Water ........................................................................................................................ 11 5.2. PFAS Removal ............................................................................................................................... 12 5.3. Iron Pretreatment ......................................................................................................................... 15 5.4. Differential Pressure ................................................................................................................... 20 5.5. SDI Testing .................................................................................................................................... 25 5.6. Additional Analytical Results .................................................................................................... 26 6. Discussion of Full-Scale System ....................................................................................................... 27 6.1. System Recommendation .......................................................................................................... 27 6.2. System Sizing ................................................................................................................................ 27 6.3. AIX Media Life ............................................................................................................................... 28 6.4. Backwash Frequency .................................................................................................................. 28 7. Recommendations ................................................................................................................................ 29 8. Appendix ................................................................................................................................................. 29 Page 110 of 208 Page 3 of 42 1. SUMMARY A pilot study was performed at Well 8 for the City of Pewaukee. This study was designed to confirm Lanxess TP108 AIX media is suitable for PFAS removal at this location and verify state and EPA regulatory PFAS limits are met. The duration of the pilot was 361 days. In the process of the pilot, multiple variables were evaluated to determine the best full scale system configuration. This included:  Media life  Pretreatment requirements  Backwash frequency  Treatment effectiveness Based on these variables, AIX treatment using Lanxess TP108 media is recommended for use for the full-scale system at Well 8 for removal of PFAS. Table 1 provides the average raw water and treated PFAS concentrations. Two different technologies were evaluated for iron removal pretreatment which included OxiPlus75™ and SandPlus™ media. It was determined that SandPlus™ with inline pressure aeration was the most applicable pretreatment process as it effectively reduce the iron and no additional chemicals were required in this process. This will minimize the backwashing frequency required for the AIX columns. Table 1. Average PFAS Concentrations Compound Units Regulatory Limit Untreated Well Water TP108 Effluent with SandPlus Pretreatment PFOA ng/L 4 4.9 Non-Detect PFOS ng/L 4 4.1 Non-Detect HFPO-DA (Gen X) ng/L 10 <0.94 Non-Detect PFHxS ng/L 10 35 Non-Detect PFNA ng/L 10 <0.52 Non-Detect PFBS ng/L --- 14 Non-Detect Hazard index --- 1 3.6 0 Page 111 of 208 Page 4 of 42 2. BACKGROUND Well water from the City of Pewaukee Well 8 was used for the pilot test for PFAS removal. The well water contains concentrations of PFOA, PFOS and PFHxS that are above the EPA regulatory limits. The well is located at W249N2173 Fox Creek Court, Pewaukee, Wisconsin. The well currently has a flowrate of 400 gpm but may increase to 500 gpm after rehabilitation. The existing wellhouse is designed to blend in with the neighborhood and looks very similar to a house. The new equipment will need to fit inside the existing garage space. Figure 1. Well House Previous sizing estimates indicated that anion exchange resin (AIX) is the preferred media due to the higher flowrate and smaller footprint compared to GAC. The Lanxess TP108 media was selected because previous studies have shown that it is successful in removing PFAS and has a longer treatment life than comparable medias. This media is NSF-61 certified for use in drinking water applications. Lanxess TP 108DW AIX resin is a 20x50 mesh, gel type polystyrene based strong base anion exchange resin. This is a one-time use absorption resin and no regeneration is performed. This media has modified functional groups to facilitate a very selective uptake of per- and polyfluoroalkyl substances (PFAS). The well water does contain 0.5 mg/L of iron so iron pretreatment may be necessary to minimize fouling and/or backwashing requirements for the AIX PFAS treatment system. The pilot testing was designed to further evaluate if iron pretreatment was necessary. 3. OBJECTIVES The test objectives of the pilot test are:  Confirm the PFAS loading capacity of the media.  Confirm the effluent PFAS concentrations are below state and EPA regulations, preferably reduced to non-detectable concentrations.  Evaluate if any fouling or plugging of the media occurs and determine if backwashing is sufficient for continued operation of the media (if needed).  Evaluate the prefiltration requirements for successful operation of the media and estimate the filter backwash frequency for a full-scale system. Page 112 of 208 Page 5 of 42 4. PILOT DESCRIPTION AND PROCEDURES The pilot system was set up to test PFAS treatment both with and without pretreatment for iron. At the start of the pilot, pretreatment for iron reduction was performed using OxiPlus75 media. The PFAS treatment that utilizes the OxiPlus75 filter system stored pretreated water after iron removal for near continuous flow of the PFAS column. The PFAS treatment column without pretreatment will only operate when the well is running (expected 6-12 hours per day). During the pilot test, an additional iron pretreatment technology was also tested which consisted of SandPlus with pressure aeration. A PFD of the pilot system is provided in the appendix. A single connection to the well system (Figure 2) was used to supply all water for the pilot system. The raw water supply connection was before any chemical injection at the well site. Figure 2. Pilot Feed Connection This was used as the source water for a booster feed pump (Figure 3) that was energized only when the well was running. A backflow preventer was installed at the outlet of the pump. After the backflow preventer, the source water was split into two different streams. One raw water stream was connected directly to the PFAS treatment system (Column 2) and did not have any pretreatment for iron removal. Figure 3. Feed pump with backflow preventer Page 113 of 208 Page 6 of 42 Due to the iron concentrations in the well water, the other raw water stream was treated for iron removal using an OxiPlus75 media filtration pilot. This pretreatment system only operated when the well was running. The OxiPlus75 pilot system was operated at a flow rate of 4.2 gpm representing a load rate of 7.86 gpm/ft2. The OxiPlus75 pilot inlet was attached to the supply pump via a flexible hose. This connection supplied both the raw water and the backwash water. A chemical feed tank on the pilot skid supplied sodium hypochlorite to the feed water. The mix flowed through a static mixer prior to the filter. The pilot unit has an automated controller to control whether the unit is in service mode or backwash mode. In service mode, water enters at the top of the filter column and flows down through the filter bed (36” depth of OxiPlus75 filter media atop a support bed of gravel). There is a basket strainer at the bottom of the tank where the treated water collects and then flows up the center tube and out. During backwash mode, the flow is reversed. The backwash flowrate is 13.5 gpm for 5 minutes. The backwash piping and finished water piping each have separate globe valves and gate valves for flow adjustment and isolation. An automated backwash was performed after 6,000 gallons of water were treated. A flow meter is present on the inlet piping to verify flow rates. Filtered water was sent to the storage tank via a flexible hose. Any additional water produced that was not used by the PFAS filtration system was sent to the drain using a designated overflow port on the tank. The backwash water was sent to the onsite drain. A pump was connected to the tank and used to supply the pretreated feed water for the PFAS system. Figure 4. OxiPlus Pilot System OxiPlus Filter OxiPlus Effluent Storage Tank Hypochlorite Feed Tank Bisulfite Feed Tank Page 114 of 208 Page 7 of 42 A picture of the PFAS pilot system is presented in Figure 5 below. The pilot has the ability to allow different sources of water to be used with the same pilot system (column 4 used OxiPlus pretreated water, column 2 used raw water). The connection from the supply source to the PFAS pilot system was made using 1” hose with cam lock fittings. This connection supplied both the raw water and the backwash water. Figure 5. PFAS Pilot System This system has four columns available to test different media, but only two of the columns were initially used during this pilot test. This system includes a filter housing with a 10-micron bag filter and pressure regulator which was used with only the raw water source for column 2. The OxiPlus pretreated water was piped directly to the column 4 inlet. Sodium bisulfite was added to the OxiPlus pretreated water to remove residual hypochlorite. Each column can be individually backwashed even when the other columns are in normal operation. For each column, there are sample taps before and after each column. The effluent from the columns is piped into a manifold and the treated water was sent to the onsite drain. In service mode, water enters at the top of the filter column and flows down through the filter bed (36” depth of Lanxess TP108 AIX media on top of a 5” support bed of anthracite). There is a screen at the bottom of the column where the treated water collects, and then flows out of the bottom to the effluent discharge line. During backwash mode, the flow is reversed using two 3-way valves. The backwash piping and finished water piping use the same diaphragm flow adjustment valve. The backwash is a manual process and was only performed if the differential pressure between the inlet and outlet of the column exceeded 10 psi differential. A flow meter is present on the inlet piping to verify flow rate to each column. A totalizer is also installed to verify the total gallons of water treated for each column. Filtered water and backwash water are piped together and are discharged Column 4 Column 2 Page 115 of 208 Page 8 of 42 to the onsite drain. The flowrates of the pilot were determined based on the anticipated flowrate and design of the full-scale system. Refer to Table 2. Table 2. Initial Pilot System Design PFAS Pilot System Full Scale Column 1 Column 2 Column 3 Column 4 Media Lanxess TP108 DW empty Lanxess TP108 DW empty Lanxess TP108 DW Type AIX AIX AIX Pre-Treatment TBD none OxiPlus75 EBCT 2.35 2.35 min 2.35 min Column Diameter 60” (two lead/lag systems) 2” 2” Media Depth 36” 36” 36” Flowrate 500 gpm 0.21 gpm 0.21 gpm During testing, an additional filtration column followed by a PFAS column was added on Oct 9, 2025 (day 159). The media that was being tested was SandPlus. SandPlus is a NSF61 certified, high flow filter medium that can filter to smaller particle sizes compared to many other filter media. Previous experience with other PFAS pilots has shown this to be effective to minimize solids building up on the AIX column. The two empty columns in the PFAS skid were used for this. Column 1 was loaded to a 36” media depth with SandPlus media. Raw water (taken before the bag filter) was used for this testing. The column containing the SandPlus media was operated in a similar manner as the PFAS columns. The water entered the top of the column and flowed through the media and the flowrate was controlled by the diaphragm valve on the outlet. A tee and valve were installed at the outlet sample valve, and a portion of the treated water was sent to column 3 using a flexible hose. This was used for additional PFAS treatment using AIX resin. Any SandPlus treated water not used by AIX column 3 was sent to drain. Page 116 of 208 Page 9 of 42 Figure 6. PFAS System with SandPlus and additional TP108 Media Column After initial loading of the SandPlus media, the column was backwashed for 30 minutes for the initial backwash. The SandPlus was only backwashed if the differential pressure reached 10 psi differential or there was significant iron in the filter effluent. When needed, the SandPlus was backwashed at 1.4 gpm (16 gpm/ft2) for 8 minutes. During any backwash, the flow to the PFAS column (column 3) is stopped to avoid excess solids being sent to this column. Table 3. Pilot System Design (SandPlus included) Column 1 Column 2 Column 3 Column 4 Media SandPlus Lanxess TP108 DW Lanxess TP108 DW Lanxess TP108 DW Type Filter media AIX AIX AIX Pre-Treatment N/A none SandPlus OxiPlus75 EBCT --- 2.35 min 2.35 min 2.35 min Surface Loading Rate 16 gpm/ft2 9.6 gpm/ft 2 9.6 gpm/ft2 9.6 gpm/ft2 Column Diameter 4” 2” 2” 2” Media Depth 36” 36” 36” 36” Flowrate 1.4 gpm 0.21 gpm 0.21 gpm 0.21 gpm Initially, the SandPlus column was operated without an additional oxidant being added. Additional testing was performed with aeration before the SandPlus column to confirm if this would improve the pretreatment process. This was added on Feb 2, 2026 (day 280 of operation). Compressed air was added to the inlet water using a compressor and an Column 1 SandPlus Column 2 TP108 No Pretreatment Column 3 TP108 SandPlus Pretreatment Column 4 TP108 OxiPlus Pretreatment Page 117 of 208 Page 10 of 42 aeration stone. A solenoid was included that only allowed air to be added when the well was running and providing water to the SandPlus column. Figure 7. SandPlus Aeration System Air Addition Air Flow Controller Aeration Diffusor Page 118 of 208 Page 11 of 42 5. RESULTS AND DISCUSSION 5.1. PFAS – Well Water The concentration of PFAS did vary throughout the testing phase but were within the expected concentrations. PFOA, PFOS, PFHxS and the hazard index were all above the EPA regulatory limits. Both Gen X and PFNA were below detection in the untreated water during the duration of the pilot and the concentration of PFBS was low and was only a minor contributor to the hazard index. Table 4. Well Water PFAS Concentrations Compound Units Regulatory Limit Inlet Concentration Average Max Min PFOA ng/L 4 4.9 7.6 2.9 PFOS ng/L 4 4.1 6.6 2.2 HFPO-DA (Gen X) ng/L 10 <0.94 --- --- PFHxS ng/L 10 35 64 13 PFNA ng/L 10 <0.52 --- --- PFBS ng/L --- 14 27 5 Hazard index --- 1 3.6 1.3 6.4 Page 119 of 208 Page 12 of 42 5.2. PFAS Removal For all columns, the PFAS has been reduced to non-detectable concentrations as expected. (Note: Samples for June were not included as there was an error in sampling). EPA method 537.1 was used for PFAS analysis. The complete PFAS analysis results are provided in the appendix. Table 5. Inlet PFAS Concentrations Table 6. Column 2 – TP108 with No Pretreatment Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal --- --- --- --- --- --- --- ---Bed Volumes BV --- --- --- --- --- --- --- ---Days of Operation days 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L 6.20 3.50 4.20 2.90 7.60 4.30 6.60 3.70PFOS (limit 4 ppt) ng/L 5.00 3.10 3.40 2.20 6.60 3.40 5.30 3.80PFHxS (limit 10 ppt) ng/L 48 22 30 13 64 25 49 27Hazard Index (limit 1) --- 4.8 2.2 3.0 1.3 6.4 2.5 4.9 2.7Inlet - Raw Water Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal 4,710 7,177 7,177 10,200 11,597 12,527 13,942 18,032Bed Volumes BV 9,632 14,677 14,677 20,859 23,716 25,618 28,511 36,875Days of Operation days 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFOS (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFHxS (limit 10 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectHazard Index (limit 1) --- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0C2 - TP108 (No Pretreatment) Page 120 of 208 Page 13 of 42 Table 7. Column 3 – TP108 with SandPlus Pretreatment Table 8. Column 4 – TP108 with OxiPlus75 Pretreatment Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal offline offline offline 179 901 1,661 2,819 6,595Bed Volumes BV 366 1,843 3,397 5,765 13,487Days of Operation days 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non DetectPFOS (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non DetectPFHxS (limit 10 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non DetectHazard Index (limit 1) --- 0.0 0.0 0.0 0.0 0.0C3- TP108 (SandPlus Effluent) Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal 8,448 13,326 18,483 22,840 25,290 28,919 33,065 offlineBed Volumes BV 17,276 27,252 37,798 46,708 51,718 59,139 67,618Days of Operation days 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L Non Detect Non Detect Non Detect 0.47 0.53 Non Detect Non DetectPFOS (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFHxS (limit 10 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectHazard Index (limit 1) --- 0.0 0.0 0.0 0.0 0.0 0.0 0.0C4 - TP108 (OxiPlus Effluent) Page 121 of 208 Page 14 of 42 Figure 8. PFOA Concentrations from AIX Media Column Treatment Figure 9. PFOS Concentrations from AIX Media Column Treatment Page 122 of 208 Page 15 of 42 Figure 10. PFHxS Concentrations from AIX Media Column Treatment 5.3. Iron Pretreatment The initial concern was that due to iron in the water the increase of differential pressure would require frequent backwashing of the AIX media so pretreatment for iron removal was included as part of the pilot. During the pilot test, iron concentrations were monitored throughout the pilot process as it has been previously noted that iron can cause a layer to form on PFAS media that causes an increase in pressure differential. The untreated raw waste contained an average of 0.50 mg/L. The average iron concentration after each technology in the pilot is presented in Table 9. Table 9. Average Iron Concentrations Raw Water Bag Filter Effluent AIX Effluent (Column 2) OxiPlus75 Effluent SandPlus Effluent (No Aeration) SandPlus w/ Aeration Effluent Fe (Average) 0.50 mg/l 0.39 mg/L 0.16 mg/L 0.07 mg/L 0.23 mg/ 0.08 mg/L As expected, the AIX media in column 2 (only bag filter pretreatment) was removing a significant concentration of the iron in the untreated water. As presented in Figure 11 below, the concentration of iron in the effluent decreased with continued operating time. This is common with this media. The effluent from this column averaged 0.11 mg/L, indicating greater than 75% of the iron in the untreated water was being removed. Page 123 of 208 Page 16 of 42 Figure 11. Iron Concentration of Raw Water and Column 2 Effluent Page 124 of 208 Page 17 of 42 During discussions of the pilot performance, it was determined that the performance of the bag filter should also be evaluated as these initial iron removal concentrations for column 2 included the performance of the bag filter. Starting in Oct, the bag filter effluent (influent to column 2) was also measured. The bag filter was removing approximately 30% of the iron in the water but there was still a significant decrease in iron concentration in the effluent of column 2 indicating that the AIX media was removing a significant concentration of iron. Figure 12. Bag filter at end of study As presented in Figure 13 below, the OxiPlus75 filtration system was removing iron and achieving >90% iron removal and reducing iron to low concentrations. This is typical performance for this media. The first month did have elevated iron in the effluent as the backwash was not automatic at that time. A new controller was installed on the pilot unit to perform automated backwashes every 6,500 gallons. It was noted that there was still some breakthrough of iron and the backwash frequency was reduced to 6,000 gallons and was sufficient to eliminate iron breakthrough. However, there was still solids accumulation on the media which was unexpected. (This will be further discussed in the following sections.) An additional filtration media was added to evaluate if SandPlus can be used for enhanced pretreatment instead of OxiPlus75. Previous experience within WaterSurplus has shown that this media is able to remove iron and can be used for pretreatment to the AIX columns. Initially, the media was used without an oxidant being added (refer to Figure 14 for results). The media was able to reduce the iron to <0.1 mg/L. However, it was not consistent with the iron reduction. Aeration was added to enhance the iron removal. This did further reduce the iron and keep the concentration below the target of 0.1 mg/L. Page 125 of 208 Page 18 of 42 Figure 13. Iron Concentration of Raw Water and OxiPlus75 Effluent (influent to Column 4) Page 126 of 208 Page 19 of 42 Figure 14. Iron Concentration of Raw Water and SandPlus Effluent (influent to Column 3) Page 127 of 208 Page 20 of 42 5.4. Differential Pressure Column 4 that was receiving the OxiPlus effluent required backwash more often than column 2 that had no iron pretreatment (refer to Figure 15). Both of these columns were treating the same flowrate and had 36” of TP108 media. However, column 4 had more hours of operation as the OxiPlus effluent was stored in a tank that could be used when the well was offline. For this reason, comparing backwashing frequency based on days of testing is not a representative comparison. Figure 16 provides a comparison of gallons treated vs differential pressure. Page 128 of 208 Page 21 of 42 Figure 15. PFAS Columns Differential Pressure (Days of Operation) Page 129 of 208 Page 22 of 42 Figure 16. PFAS Columns Differential Pressure (Gallons Treated) Page 130 of 208 Page 23 of 42 When comparing the increase in differential pressure when treating up to 12,000 gallons of water per column the rate of increase was similar for both columns. Figure 17. Comparison of DP with and without OxiPlus for initial 12,000 gallons of treatment During backwash of column 4, there were visible solids that were loosened and backwashed from the column. Following a backwash, column 4 did return to near the initial differential pressure at startup indicating backwashing is sufficient to remove the solids buildup. However, the benefit of having OxiPlus75 as a pretreatment to reduce backwashing of the AIX PFAS media was limited. Page 131 of 208 Page 24 of 42 Figure 18. Solids during backwash Both the no pretreatment AIX column (column 2) and the SandPlus pretreatment column (column 3) were only operated when the well was running so both columns had the same time of operation. Column 3 with the SandPlus pretreatment generally had a lower differential pressure compared to no pretreatment (refer to Figure 19). However, when aeration was added, the column with SandPlus treatment had a significantly lower differential pressure compared to the no pretreatment column. This indicates that the SandPlus with aeration was providing beneficial pretreatment for the AIX media. Page 132 of 208 Page 25 of 42 Figure 19. Comparison of DP with and without SandPlus treatment 5.5. SDI Testing Silt density index (SDI) testing was performed during the pilot to further understand the accumulation of solids. Ideally, a 15 minute SDI of <1 is preferred. The OxiPlus effluent had a higher SDI than the untreated water even though the iron was lower concentration. This supports the hypothesis that fine particles are still present after the OxiPlus filter and are causing the pressure differential that occurs with the resin. An SDI was performed with the SandPlus media which has shown that the effluent had a lower SDI than the untreated water. This was an additional indication that it may be beneficial to reduce the backwash frequency of the AIX media. Table 10. SDI Analysis Results Date Untreated Water OxiPlus75 Effluent SandPlus Effluent 5Jun2025 2.4 6.1 N/A 8Jul2025 --- 5.2 N/A 9Oct2025 --- 5.2 N/A 23Oct2025 1.5 2.3 0.9 Page 133 of 208 Page 26 of 42 Figure 20. Filter paper from SDI testing (23Oct2025) 5.6. Additional Analytical Results A few additional parameters were monitored during the pilot test. These included TDS, chloride and arsenic. The average results before and after the AIX columns are provided in Table 11. The TDS and chloride concentrations had very little change during the study and the concentration in the water will not have a significant impact on the removal efficiency of the PFAS compounds. There was no significant change in concentration of these components after being treated by the AIX media. While the AIX media is chloride based, the absorption of PFAS and other compounds is slow so the release of chloride from the media does not change the measurable concentration in the water. Table 11. Average Results for Specific Water Components Analytical Results Units Inlet- Raw Water C2 - TP108 (No Pretreatment) C3- TP108 (SandPlus Effluent) C4 - TP108 (OxiPlus Effluent) TDS mg/L 854 854 840 879 Chloride mg/L 319 314 314 323 Turbidity NTU <0.5 <0.5 <0.5 <0.5 Arsenic ug/L 5.6 3.8 3.4 2.2 There was a decrease in the arsenic concentration in the treated effluent. While these treatment technologies are not specifically designed for arsenic removal in this application, it is an added benefit. As discussed above, for all columns there was a decrease in iron concentration either in the media bed (no pretreatment column) or the pretreatment media. The arsenic will bind with the iron that was being removed and is filtered out. This arsenic will be removed from the treatment system along with the iron when the media is backwashed. Similar arsenic reductions are expected in the full- scale system. OxiPlus Effluent Untreated Water SandPlus Effluent Page 134 of 208 Page 27 of 42 6. DISCUSSION OF FULL-SCALE SYSTEM 6.1. System Recommendation Based on the results of pilot testing, Lanxess TP108 AIX media would meet or exceed the treatment requirements for PFAS and is recommended for the full-scale system for Well 8. Both OxiPlus75 and SandPlus were able to significantly reduce the iron concentrations. However, the OxiPlus75 still had a high SDI following treatment and did not significantly improve the time between backwashes of the AIX media but the SandPlus did show improvement in operation for both. Therefore, SandPlus with aeration is recommended as the pretreatment technology to reduce iron in the incoming water and minimize solids accumulating on the PFAS media. These systems are further discussed in the sections below. 6.2. System Sizing A lead/lag configuration is recommended for this application as this allows for one vessel to be offline for maintenance, backwashing, or media replacement without having to shut down well operation. The system is designed to be able to treat up to 500 gpm. Table 12. AIX System Design AIX System Full-Scale Pilot Type AIX AIX Flowrate 500 gpm 0.21 gpm EBCT (per vessel) 2.3 min 2.3 min Vessel Diameter 60” 2” Vessel Straight Side 72” 60” Total Number of Vessels 4 1 Configuration Lead/Lag Single column AIX Media Volume (per vessel) 79 ft3 0.065ft 3 Anthracite Support Volume (per vessel) 12.5 ft3 0.009ft 3 Table 13. SandPlus System Design SandPlus System Full-Scale Pilot Type SandPlus SandPlus Flowrate 500 gpm 1.4 gpm Hydraulic Loading Rate 13.3 gpm/ft2 16 gpm/ft2 Vessel Diameter 48” 4” Vessel Straight Side 60” 60” Total Number of Vessels 3 1 Configuration Parallel Single column Media Depth 36” 36” Aeration Rate 1.25 scfm 30 cc/min Page 135 of 208 Page 28 of 42 6.3. AIX Media Life Due to the limited availably of water from the well, breakthrough was not achieved during the pilot. The pilot treated 67,000 bed volumes in a single column with the effluent of the column still at non detectable concentrations. Since breakthrough was not achieved, an estimate of media life was performed based on the water quality. Media life was estimated when the effluent of the lead media bed would be greater than the EPA limits (PFOA >4 ng/L, PFHxS >10 ng/L) and a media changeout in this vessel would be required. These estimates are provided in Table 14. Table 14. Estimated Media Life of Full-Scale System AIX Bed Volumes 160,000 Volume (Mgal) 190 total (95 per vessel) 6.4. Backwash Frequency The SandPlus will require periodic backwashing due to the accumulation of iron. The AIX media will need to be backwashed when initially put into service (including media changeouts) or if an increase in differential pressure of 10 psi is obtained. The backwash water volumes are presented in Table 15. Table 15. Backwash Volumes AIX System SandPlus System Media Changeout Backwash Backwash Backwash Flowrate 39 gpm 39 gpm 213 gpm Loading Rate 2 gpm/ft2 2 gpm/ft2 17 gpm/ft2 Duration 20 min 20-40 min 8 min Total Number of Vessels 2 2 3 Volume Used per Vessel 780 gal 780-1,560 gal 1,705 gal Total Volume 1,560 gal(1) 1,560-3,120 gal 5,115 gal (1) For initial system startup, this volume will be double for the AIX system It is generally recommended to have a backwash collection tank with sufficient volume to hold two backwash cycles. This would be 10,200 gallons which would accommodate backwashing for both SandPlus and the AIX system as these would not be backwashed at the same time. It is expected that the full-scale AIX resin system would require a backwash only when the differential pressure is greater than 10 psi. Based on pilot testing, this may occur every 3-6 months. The full-scale SandPlus system is expected to require a backwash every 30 hours of operation or if the differential pressure exceeds 10 psi. Page 136 of 208 Page 29 of 42 7. RECOMMENDATIONS Based on pilot test results, these are the recommendations for the full-scale system:  PFAS System o A dual 60” lead/lag vessel system (4 vessels) with Lanxess TP108 AIX media is recommended for the removal of PFAS which will meet state and EPA regulations for PFAS concentrations in drinking water. o Breakthrough of the PFAS compounds was not achieved during the pilot, but an estimate was based on other similar studies estimated that the full- scale system can treat 190 Mgal before a media changeout is needed. o The PFAS vessels will only require a backwash if the pressure differential exceeds 10 psi. It is estimated that this may occur with 3-6 months of operation. Backwashing was successful to reduce the differential pressure.  SandPlus System o A triplex 48” SandPlus filtration system with pressure aeration is recommended to minimize iron buildup in the AIX system. o The SandPlus system will require a backwash every 30 hours of operation or if the differential pressure exceeds 10 psi. 8. APPENDIX Pilot PFD PFAS Analytical Results Onsite Analysis Results Pilot Readings SandPlus Data Sheet Lanxess TP108 Data Sheet Page 137 of 208 Page 30 of 42 Figure 21. Pilot PFD – OxiPlus System Page 138 of 208 Page 31 of 42 Figure 22. Pilot PFD – PFAS System Page 139 of 208 Page 32 of 42 Table 16. PFAS Results Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal --- --- --- --- --- --- --- --- 4,710 7,177 7,177 10,200 11,597 12,527 13,942 18,032Bed Volumes BV --- --- --- --- --- --- --- --- 9,632 14,677 14,677 20,859 23,716 25,618 28,511 36,875Days of Operation days 63 96 139 167 195 217 252 316 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L 6.20 3.50 4.20 2.90 7.60 4.30 6.60 3.70 Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFOS (limit 4 ppt) ng/L 5.00 3.10 3.40 2.20 6.60 3.40 5.30 3.80 Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFHxS (limit 10 ppt) ng/L 48 22 30 13 64 25 49 27 Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectHazard Index (limit 1) --- 4.8 2.2 3.0 1.3 6.4 2.5 4.9 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0PFAS Results11CI-PF3OUdS ng/L <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.31 <0.30 <0.31 <0.319CI-PF3ONS ng/L <0.47 <0.47 <0.48 <0.48 <0.47 <0.47 <0.47 <0.48 <0.47 <0.48 <0.48 <0.48 <0.47 <0.46 <0.47 <0.48ADONA ng/L <0.41 <0.41 <0.42 <0.42 <0.41 <0.41 <0.41 <0.42 <0.41 <0.42 <0.42 <0.42 <0.41 <0.40 <0.41 <0.42HFPO-DA (Gen X) ng/L <0.93 <0.93 <0.95 <0.95 <0.93 <0.93 <0.93 <0.95 <0.93 <0.95 <0.95 <0.95 <0.93 <0.91 <0.93 <0.95N-EtFOSSA ng/L <1.7 <1.7 <1.1 <1.1 <1.7 <1.1 <1.1 <1.1 <1.7 <1.8 <1.1 <1.1 <1.7 <1.7 <1.1 <1.1N-MeFOSAA ng/L <1.9 <1.9 <1.2 <1.2 <1.9 <1.2 <1.2 <1.2 <1.9 <2.0 <1.2 <1.2 <1.9 <1.9 <1.2 <1.2PFBS ng/L 19 9.3 12 5 27 9.6 20 11 <0.72 <0.74 <0.74 <0.74 <0.72 <0.71 <0.72 <0.74PFDA ng/L <0.54 <0.54 <0.55 <0.55 <0.54 <0.54 <0.54 <0.55 <0.54 <0.55 <0.55 <0.55 <0.54 <0.53 <0.54 <0.55PFDoA ng/L <0.62 <0.62 <0.64 <0.64 <0.62 <0.62 <0.62 <0.64 <0.62 <0.64 <0.64 <0.64 <0.62 <0.61 <0.62 <0.64PFHpA ng/L 5.5 2.7 3.6 1.7 7.5 3.1 6.2 3.2 <0.54 <0.55 <0.55 <0.55 <0.54 <0.53 <0.54 0.65PFHxA ng/L 26 11 18 7 36 14 31 14 <0.56 <0.57 <0.57 <0.57 <0.56 6.2 <0.56 9.8PFHxS ng/L 48 22 30 13 64 25 49 27 <0.63 <0.65 <0.65 <0.65 <0.63 <0.62 <0.63 <0.65PFNA ng/L <0.52 <0.52 <0.53 <0.53 <0.52 <0.52 <0.52 <0.53 <0.52 <0.53 <0.53 <0.53 <0.52 <0.51 <0.52 <0.53PFOA ng/L 6.2 3.5 4.2 2.9 7.6 4.3 6.6 3.7 <0.47 <0.48 <0.48 <0.48 <0.47 <0.46 <0.47 <0.48PFOS ng/L <5.00 3.1 3.4 2.2 6.6 3.4 5.3 3.8 <0.48 <0.49 <0.49 <0.49 <0.48 <0.47 <0.48 <0.49PFTA ng/L <0.54 <0.54 <0.55 <0.55 <0.54 <0.54 <0.54 <0.55 <0.54 <0.55 <0.55 <0.55 <0.54 <0.53 <0.54 <0.55PFTrDA ng/L <0.54 <0.54 <0.55 <0.55 <0.54 <0.54 <0.54 <0.55 <0.54 <0.55 <0.55 <0.55 <0.54 <0.53 <0.54 <0.55PFUnA ng/L <0.52 <0.52 <0.53 <0.53 <0.52 <0.52 <0.52 <0.53 <0.52 <0.53 <0.53 <0.53 <0.52 <0.51 <0.52 <0.53 Inlet - Raw Water C2 - TP108 (No Pretreatment) Page 140 of 208 Page 33 of 42 Table 17. PFAS Results (continued) Sample Date --- 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026 10-Jul-2025 12-Aug-2025 24-Sep-2025 22-Oct-2025 19-Nov-2025 11-Dec-2025 15-Jan-2026 20-Mar-2026Volume gal offline offline offline 179 901 1,661 2,819 6,595 8,448 13,326 18,483 22,840 25,290 28,919 33,065 offlineBed Volumes BV 366 1,843 3,397 5,765 13,487 17,276 27,252 37,798 46,708 51,718 59,139 67,618Days of Operation days 63 96 139 167 195 217 252 316 63 96 139 167 195 217 252 316PFOA (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect 0.47 0.53 Non Detect Non DetectPFOS (limit 4 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectPFHxS (limit 10 ppt) ng/L Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non Detect Non DetectHazard Index (limit 1) --- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0PFAS Results11CI-PF3OUdS ng/L offline offline offline <0.31 <0.31 <0.31 <0.31 <0.31 <0.30 <0.31 <0.30 <0.31 <0.31 <0.31 <0.31 offline9CI-PF3ONS ng/L <0.48 <0.47 <0.48 <0.48 <0.48 <0.46 <0.47 <0.46 <0.48 <0.47 <0.47 <0.48ADONA ng/L <0.42 <0.41 <0.42 <0.42 <0.42 <0.40 <0.41 <0.40 <0.42 <0.41 <0.41 <0.42HFPO-DA (Gen X) ng/L <0.95 <0.93 <0.95 <0.95 <0.95 <0.91 <0.93 <0.91 <0.95 <0.93 <0.93 <0.95N-EtFOSSA ng/L <1.1 <1.7 <1.1 <1.1 <1.1 <1.7 <1.7 <1.7 <1.1 <1.7 <1.7 <1.1N-MeFOSAA ng/L <1.2 <1.9 <1.2 <1.2 <1.2 <1.9 <1.9 <1.9 <1.2 <1.9 <1.9 <1.2PFBS ng/L <0.74 <0.72 <0.74 <0.74 <0.74 <0.71 <0.72 <0.71 <0.74 <0.72 <0.72 <0.74PFDA ng/L <0.55 <0.54 <0.55 <0.55 <0.55 <0.53 <0.54 <0.53 <0.55 <0.54 <0.54 <0.55PFDoA ng/L <0.64 <0.62 <0.64 <0.64 <0.64 <0.61 <0.62 <0.61 <0.64 <0.62 <0.62 <0.64PFHpA ng/L <0.55 <0.54 <0.55 <0.55 <0.55 <0.53 <0.54 <0.53 0.86 0.84 1.0 1.1PFHxA ng/L <0.57 <0.56 6.5 0.9 3.0 <0.55 4.8 6.2 14 14 18 20PFHxS ng/L <0.65 <0.63 <0.65 <0.65 <0.65 <0.62 <0.63 <0.62 <0.65 <0.63 <0.63 <0.65PFNA ng/L <0.53 <0.52 <0.53 <0.53 <0.53 <0.51 <0.52 <0.51 <0.53 <0.52 <0.52 <0.53PFOA ng/L <0.48 <0.47 <0.48 <0.48 <0.48 <0.46 <0.47 <0.46 0.47 0.53 <0.53 <0.52PFOS ng/L <0.49 <0.48 <0.49 <0.49 <0.49 <0.47 <0.48 <0.47 <0.49 <0.48 <0.48 <0.49PFTA ng/L <0.55 <0.54 <0.55 <0.55 <0.55 <0.53 <0.54 <0.53 <0.55 <0.54 <0.54 <0.55PFTrDA ng/L <0.55 <0.54 <0.55 <0.55 <0.55 <0.53 <0.54 <0.53 <0.55 <0.54 <0.54 <0.55PFUnA ng/L <0.53 <0.52 <0.53 <0.53 <0.53 <0.51 <0.52 <0.51 <0.53 <0.52 <0.52 <0.53 C3- TP108 (SandPlus Effluent) C4 - TP108 (OxiPlus Effluent) Page 141 of 208 Page 34 of 42 Table 18. Onsite Analysis Results SandPlusColumn 3 (SandPlus Pretreatment)Column 4 (OxiPlus PretreatmentDate/TimeRemaining Volume Iron (mg/L) Iron (mg/L) Free Cl (mg/Lgal Inlet Outlet Inlet Outlet Inlet Outlet Outlet Inlet Outlet Outlet Inlet8-May-25 12:30 0.39 0.03 0.039 0.038 0.32 0.17 0.23 0.028-May-25 14:00 0.44 0.00 --- --- 0.83 0.37 0.32 0.0614-May-25 08:40 0.83 0.00 0.059 0.048 0.65 0.32 0.22 0.0321-May-25 09:19 0.45 0.01 0.05 0.033 0.88 0.54 0.35 0.0028-May-25 08:30 0.52 0.36 0.045 0.033 0.88 0.55 0.35 0.0029-May-25 08:15 0.43 0.16 0.037 0.029 0.67 0.55 0.15 0.074-Jun-25 08:30 0.72 0.82 0.125 0.141 0.04 0.19 0.14 0.0011-Jun-25 13:02 0.39 0.00 0.057 0.053 0.65 0.81 0.07 0.0018-Jun-25 09:05 509 0.59 0.03 0.043 0.004 0.36 0.46 0.18 0.0725-Jun-25 08:59 333 0.59 0.40 0.076 0.052 0.06 0.78 0.02 0.003-Jul-25 08:21 5240 0.65 0.05 0.091 0.05 0.11 0.53 0.24 0.0210-Jul-25 12:55 1012 0.62 0.03 0.036 0.043 0.81 0.36 0.19 0.0216-Jul-25 11:00 170 0.72 0.00 0.055 0.049 0.39 0.05 0.26 0.0223-Jul-25 11:00 516 0.52 0.03 0.046 0.012 0.49 0.29 0.04 0.0030-Jul-25 08:55 0.57 0.00 0.038 0.02 0.48 0.30 0.02 0.006-Aug-25 09:50 4838 0.65 0.06 0.042 0.013 1.02 0.81 0.09 0.0313-Aug-25 09:15 1243 0.66 0.00 0.048 0.026 0.98 0.74 0.10 0.0320-Aug-25 10:00 5299 0.53 0.07 0.041 0.032 0.17 0.05 0.07 0.0227-Aug-25 13:45 2773 0.64 0.02 0.053 0.031 0.03 0.00 0.06 0.0027-Aug-25 13:45 2773 0.64 0.02 0.053 0.031 0.03 0.00 0.06 0.0017-Sep-25 10:50 0.59 0.00 0.056 0.009 0.43 0.24 0.14 0.0124-Sep-25 09:15 0.45 0.07 0.044 0.029 0.25 0.11 0.00 0.002-Oct-25 08:30 0.39 0.02 0.047 0.024 0.27 0.06 0.00 0.008-Oct-25 08:20 0.51 0.08 0.066 0.052 0.21 0.14 0.02 0.029-Oct-25 14:10 0.44 0.04 0.04 0.51 0.0 0.0 0.0015-Oct-25 09:15 0.48 0.12 0.049 0.039 0.24 0.11 0.22 0.19 0.02 0.18 0.0522-Oct-25 12:55 0.37 0.03 0.061 0.044 0.22 0.09 0.04 0.78 0.3 0.01 0.0223-Oct-25 09:30 0.43 0.03 0.09 0.18 0.03 0.0530-Oct-25 08:05 0.38 0.02 0.038 0.055 0.31 0.07 0.11 0.71 0.63 0.03 0.035-Nov-25 14:15 0.35 0.06 0.046 0.021 0.18 0.05 0.03 0.21 0.07 0.05 0.0413-Nov-25 08:40 0.39 0.08 0.053 0.034 0.23 0.07 0.03 0.19 0.02 0.0 0.019-Nov-25 09:10 0.4 0.0 0.04 0.032 0.8 0.06 0.0 0.18 0.0 0.0 0.0526-Nov-25 10:17 0.75 0.02 0.074 0.035 0.39 0.02 0.04 0 0.064-Dec-25 08:29 0.34 0.04 0.045 0.051 0 0 0.09 0.2 0.1 0 010-Dec-25 13:16 0.47 0 0.07 0.06 0.81 0.02 0.16 0.2 0 0 0.0116-Dec-25 10:00 0.83 0.02 0.068 0.038 0.23 0.04 0.64 1.04 0.67 0.11 023-Dec-25 11:00 0.48 0 0.06 0.011 0.81 0.39 0.17 0.55 0.36 0.13 0.048-Jan-26 08:39 0.43 0.02 0.137 0.104 0.46 0.06 0.54 0.02 0.1 0.059-Jan-26 08:39 0.46 0.09 0.056 0.041 0.58 0.93 0.4 0.18 0.03 0.08 015-Jan-26 08:39 0.42 0.02 0.085 0.043 0.02 0.02 0.63 0.17 0.03 0 0.0321-Jan-26 08:39 0.36 0.08 0.048 0.09 0.01 0.17 0.57 0 0 0 0.1228-Jan-26 13:15 0.43 0 0.63 0.39 0 0.13 0.5 0.07 0.03 0.01 0.053-Feb-26 08:36 0.46 0 0.67 0.3 0 0.05 0.38 0.29 0.03 0.02 013-Feb-26 09:57 0.5 0.26 0.42 0.25 0.0619-Feb-26 13:31 0.49 0.02 0.35 0.23 0.0324-Feb-26 00:12 0.51 0.0 0.28 0.08 0.03-Mar-26 08:28 0.40 0.03 0.47 0.13 0.0211-Mar-26 09:30 0.47 0.02 0.47 0.17 0.0720-Mar-26 08:47 0.46 0.39 0.26 0.14 0.4210-Apr-26 08:50 0.53 0.06 0.37 0.41 0.0513-Apr-26 10:03 0.36 0.06 0.56 0.63 0.1315-Apr-26 13:00 0.44 0.06 0.29 0.17 021-Apr-26 14:53 0.0522-Apr-26 12:59 0.5 0.03 0.44 0.16 0.3324-Apr-26 14:40 0.1530-Apr-26 07:53 0.47 0.08 1.38 0.33 0.0730-Apr-26 13:56 0.12 0.31 0.24 0.174-May-26 08:23 0.32 0 0.16 0.07 0 Iron (mg/L) Mn (mg/L) Free Cl (mg/L)OxiPlus75 FilterColumn 2 (No pretreatment)Iron (mg/L) Page 142 of 208 Page 35 of 42 Table 19. Pilot Readings Date/TimeInlet PressureOutlet PressureRemaining Volume Flowrate Inlet Outlet Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet PressurePSI PSI gallons gpm PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI8-May-25 12:30 49 46 4.2 50 46 0.2 41 31 29 0.2 46 34 3312-May-25 08:30 50 46 3.9 50 48 0.15 133 31 30 0.125 478 34 3414-May-25 08:15 50 46 3.6 50 47 0.15 229 31 29 0.125 852 34 3419-May-25 09:15 50 47 3.7 51 48 0.155 332 30 28 0.115 1289 29 2821-May-25 09:10 41 38 3.6 42 40 0.1 607 20 18 0.11 1563 19 1822-May-25 08:30 50 43 3.9 50 48 0.13 630 32 30 0.15 1602 34 3327-May-25 08:18 50 43 3.9 51 48 0.125 662 32 29 0.15 1666 34 3329-May-25 08:15 50 45 4.2 51 48 0.13 831 32 29 0.15 2133 34 292-Jun-25 09:00 50 42 4.2 50 44 0.13 1041 32 28 0.14 2673 35 324-Jun-25 08:30 50 40 4.2 50 43 0.15 1357 32 28 0.155 3123 35 305-Jun-25 11:00 50 41 4 50 43 0.14 1373 32 28 0.2 3192 34 28oxi BW9-Jun-25 06:30 50 45 4.2 52 43 0.22 1397 32 27 0.2 3532 34 2611-Jun-25 09:58 50 46 4 50 48 0.22 1426 32 27 0.215 3763 34 2613-Jun-25 06:40 50 42 4.2 50 47 0.22 1967 32 27 0.22 4342 34 2316-Jun-25 06:40 50 42 4.2 50 44 0.22 2233 32 27 0.22 5188 34 2317-Jun-25 06:35 50 42 4.2 50 43 0.22 2496 32 26 0.2 5469 34 2117-Jun-25 11:45 49 47 6403 4.2 50 45 0.2 2549 31 27 0.2 5522 34 32BW Oxi + C4, new valve19-Jun-25 08:45 49 42 4380 4.2 50 43 0.22 3052 31 28 0.2 5967 34 3223-Jun-25 09:45 0:00 49 5957 4.2 50 46 0.2 3290 31 28 0.2 6600 34 3125-Jun-25 08:17 50 45 333 3.7 50 46 0.2 3891 31 28 0.2 7042 34 3127-Jun-25 07:50 49 43 786 4.2 50 43 0.2 4442 31 27 0.2 7483 34 312-Jul-25 08:16 49 43 5422 4.2 50 42 0.2 4522 31 27 0.2 7763 34 306-Jul-25 08:13 50 48 5240 4.2 52 48 0.2 4530 31 28 0.2 7971 34 319-Jul-25 07:44 50 47 2812 3.8 52 46 0.2 4545 31 27 0.125 8267 34 2310-Jul-25 07:22 50 45 1012 2.6 52 4.6 0.225 4701 31 27 0.125 8448 34 3214-Jul-25 07:15 50 42 1413 4.2 50 46 0.21 5005 32 27 0.125 9105 34 3215-Jul-25 06:45 50 42 2602 4.2 50 45 0.21 5258 32 27 0.125 9283 36 3216-Jul-25 08:00 50 43 170 4.3 50 44 0.21 5604 32 27 0.13 9514 34 3221-Jul-25 09:30 50 42 1639 4.2 48 43 0.225 5869 32 27 0.2 9899 34 3022-Jul-25 11:30 48 43 748 4.2 50 43 0.225 6190 34 25 0.2 10234 34 2823-Jul-25 10:10 49 45 516 4 50 45 0.21 6441 33 27 0.2 10497 34 2828-Jul-25 07:15 49 43 5230 4.2 50 43 0.21 6519 32 25 0.2 11226 34 2731-Jul-25 09:45 50 49 4753 4.2 50 49 0.21 6778 32 27 0.2 11647 34 286-Aug-25 09:50 50 48 4838 4.2 50 49 0.2 7084 32 27 0.2 12169 34 238-Aug-25 09:15 50 46 2598 4.2 50 45 0.2 7141 32 26 0.2 13092 34 2312-Aug-25 10:40 48 44 1795 4.2 50 44 0.2 7177 32 26 0.2 13326 34 2313-Aug-25 09:15 51 47 1243 4 53 49 0.2 7199 32 27 0.18 13548 34 2618-Aug-25 07:15 50 44 3600 4.2 50 43 0.2 7394 32 26 0.2 14448 34 1520-Aug-25 07:05 50 43 5299 4.2 50 43 0.2 8015 32 23 0.2 14989 34 1422-Aug-25 06:35 50 49 2155 4.2 50 43 0.2 8150 32 24 0.2 15423 34 1425-Aug-25 06:35 50 47 5807 4.2 50 43 0.2 8253 32 24 0.2 16218 34 15bw c426-Aug-25 06:35 50 47 4275 4.2 50 43 0.2 8317 32 24 0.2 16483 34 3027-Aug-25 06:40 50 48 2773 4.2 50 43 0.2 8378 32 24 0.2 1666 34 2628-Aug-25 06:35 50 48 789 4.2 50 43 0.2 8455 32 24 0.2 16934 34 2619-Sep-25 08:35 50 44 2223 4.2 50 43 0.2 8689 33 27 0.2 17845 34 2225-Sep-25 09:10 50 44 5625 4.2 53 48 0.2 8795 32 27 0.2 18483 34 3026-Sep-25 06:35 50 45 3924 4.2 50 47 0.2 8866 32 27 0.2 18934 34 2929-Sep-25 06:35 50 44 2584 4.2 50 45 0.2 8921 32 27 0.2 19130 35 32 OxiPlus75Column 1 - Sandplus Column 2 - AIX no Pretreat Column 3 - AIX Sandplus Pretreat Column 4 - AIX OxiPlus PretreatBag Filter Page 143 of 208 Page 36 of 42 Table 20. Pilot Readings (continued) Date/TimeInlet PressureOutlet PressureRemaining Volume Flowrate Inlet Outlet Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet Pressure Flow Total Vol.Inlet PressureOutlet PressurePSI PSI gallons gpm PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI gpm gallons PSI PSI2-Oct-25 08:25 50 43 4373 4.2 50 44 0.2 9099 33 27 0.2 20008 35 236-Oct-25 06:35 50 44 5163 4.2 50 43 0.2 9317 32 26 0.2 20152 34 287-Oct-25 07:35 43 42 5281 4.2 48 42 0.2 9551 32 26 0.2 21097 34 278-Oct-25 06:35 45 43 3059 4.2 50 43 0.2 9829 32 26 0.2 21266 35 279-Oct-25 08:35 51 47 1162 4.2 51 46 0.2 9696 33 25 0.2 21530 35 2414-Oct-25 14:35 50 43 5838 4.2 50 43 1.4 1445 45 43 0.2 10004 32 28 0.025 94 38 38 0.2 22241 42 38BW 415-Oct-25 09:10 50 43 3595 4.2 50 43 1.4 2057 46 44 0.2 10097 32 26 0.2 95 38 34 0.2 22516 42 3822-Oct-25 14:35 38 36 1106 4.2 42 38 1.4 2721 34 30 0.2 10200 32 26 0.2 179 24 20 0.2 22840 42 3823-Oct-25 13:30 44 42 4098 4.3 50 42 1.4 3746 44 42 0.2 10311 32 26 0.2 292 36 31 0.2 23064 42 3830-Oct-25 08:05 50 43 1803 4.2 50 43 1.4 4327 45 42 0.2 10393 32 25 0.2 386 36 32 0.2 23355 42 384-Nov-25 14:45 50 43 4100 4.2 50 43 1.1 7150 47 38 0.2 10887 32 24 0.2 822 33 28 0.2 24251 42 375-Nov-25 02:15 50 44 2431 4.2 50 44 1.3 7557 48 40 0.2 10956 33 24 0.2 890 33 29 0.2 24515 42 376-Nov-25 08:15 50 43 2304 4.2 50 44 1.3 7586 48 38 0.2 10962 33 24 0.2 895 33 28 0.2 24615 42 37BW SandPlus13-Nov-25 08:35 50 43 375 4.2 50 43 1.4 9926 49 48 0.2 11341 33 24 0.2 900 43 38 0.2 25488 42 3619-Nov-25 09:45 50 43 1087 4.2 50 43 1.4 11367 49 46 0.2 11597 32 26 0.2 901 40 34 0.2 25290 43 36BW 34-Dec-25 08:30 50 44 5034 4.2 50 43 1.4 14327 49 44 0.2 12361 32 24 0.2 1516 23 20 0.2 28144 43 365-Dec-25 08:21 52 48 2938 4.1 50 43 1.4 14655 48 44 0.2 12451 32 26 0.19 1603 21 23 0.2 28417 42 348-Dec-25 11:20 51 48 1785 4.1 50 43 1.4 14655 49 44 0.2 12503 32 24 0.2 1645 22 24 0.2 28527 42 369-Dec-25 08:34 51 48 1771 4.2 52 44 1.4 14655 49 44 0.2 12504 32 25 0.15 1645 20 17 0.2 28729 42 3410-Dec-25 13:15 52 48 1670 4 52 46 1.4 14655 48 47 0.2 12508 32 25 0.125 1648 17 15 0.2 28788 42 3511-Dec-25 10:39 52 48 1243 4.2 50 44 1.4 14655 48 48 0.2 12527 32 26 0.2 1661 10 2 0.2 28919 42 34BW 1 & 312-Dec-25 09:50 50 43 971 4.2 50 43 1.4 14682 46 51 0.2 12538 32 24 0.2 1651 45 42 0.2 29133 42 3716-Dec-25 09:57 50 43 943 4.2 50 43 1.4 14769 46 51 0.2 12539 32 25 0.2 1661 46 44 0.2 29213 42 3719-Dec-25 09:28 52 44 802 4.2 50 43 1.4 14728 53 49 0.2 12545 32 26 0.2 1673 46 43 0.2 29345 42 3723-Dec-25 10:00 50 43 4097 4.2 50 43 1.4 15680 50 47 0.2 12672 32 26 0.2 1835 43 40 0.2 28750 42 3629-Dec-25 09:28 48 42 5984 4.2 48 42 1.4 18952 44 32 0.2 13133 26 26 0.2 2133 32 27 0.2 30198 42 338-Jan-26 09:28 28 24 5980 4.2 30 22 1.4 20191 28 24 0.2 13459 28 18 0.2 2340 26 20 0.2 31850 42 38BW 1 & 49-Jan-26 09:28 50 44 1806 4.2 50 43 1.4 20198 50 45 0.2 13620 32 26 0.2 2485 48 49 0.2 32177 42 3415-Jan-26 09:28 44 40 5926 4.2 42 38 1.4 20834 48 42 0.2 13942 32 24 0.2 2819 38 34 0.2 33065 42 3421-Jan-26 09:28 44 42 5859 4.2 43 38 1.4 22287 43 38 0.2 14182 32 25 0.2 3034 43 38 0.2 33334 43 3128-Jan-26 13:15 44 42 1238 4.2 45 42 1.4 32073 44 48 0.2 15362 32 22 0.2 4283 43 30 0.2 35972 43 302-Feb-26 08:30 44 42 5555 4.2 48 42 1.4 33882 43 48 0.2 15843 32 25 0.2 4676 43 30 0.2 36797 43 30BW 3&44-Feb-26 11:20 44 43 2136 4.2 52 43 1.4 36390 49 54 0.2 15923 31 23 0.2 4753 48 42 0.2 37003 43 3712-Feb-26 11:15 offline 42 40 1.4 36491 36 34 0.2 15939 31 25 0.2 4756 34 30 offlineBW 1, 2, and 3, aerator added13-Feb-26 09:50 42 38 1.4 37989 37 35 0.2 16088 31 26 0.2 4919 34 3017-Feb-26 13:35 42 40 1.4 39184 37 35 0.2 16245 31 24 0.2 5157 35 3024-Feb-26 09:30 42 40 1.4 40845 37 34 0.2 16467 31 24 0.2 5375 33 283-Mar-26 08:30 42 40 1.4 42915 37 30 0.2 16737 31 23 0.2 5634 28 239-Mar-26 10:53 42 40 1.4 45593 35 30 0.2 17090 31 23 0.2 5875 28 25BW 111-Mar-26 09:30 42 40 1.4 46724 36 28 0.2 17239 31 23 0.2 6043 26 2217-Mar-26 12:30 34 33 1.4 52135 31 21 0.2 18032 31 21 0.2 6595 36 2825-Mar-26 12:30 44 40 1.4 53104 38 36 0.2 18335 31 25 0.2 7437 36 3510-Apr-26 08:50 44 38 1.4 55216 34 32 0.2 18629 32 26 0.2 7753 32 31BW C113-Apr-26 09:58 42 38 1.4 55246 34 32 0.2 18633 30 26 0.2 7758 32 3115-Apr-26 13:00 42 38 1.4 56664 34 32 0.2 18874 30 26 0.2 7977 32 3021-Apr-26 14:56 42 38 1.4 59909 34 30 0.2 19334 30 26 0.2 8406 28 2724-Apr-26 14:40 42 38 1.4 60571 34 32 0.2 19436 31 26 0.2 8509 30 29BW 1,2,330-Apr-26 07:50 42 38 1.4 61652 35 30 0.2 19561 31 26 0.2 8652 29 281-May-26 13:45 43 38 1.4 63326 35 20 0.2 19831 31 25 0.2 8884 20 20BW 1,2,34-May-26 08:20 42 38 1.4 65412 34 25 0.2 20117 31 25 0.2 9186 25 20BW 1,2,34-May-26 08:50 42 38 1.4 65452 35 33 0.2 20123 31 26 0.2 9194 32 28 OxiPlus75Column 1 - Sandplus Column 2 - AIX no Pretreat Column 3 - AIX Sandplus Pretreat Column 4 - AIX OxiPlus PretreatBag Filter Page 144 of 208 Page 37 of 42 Page 145 of 208 Page 38 of 42 Page 146 of 208 Page 39 of 42 Page 147 of 208 Page 40 of 42 Page 148 of 208 Page 41 of 42 Page 149 of 208 Page 42 of 42 Page 150 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action to Adopt Resolution 26-06-15 Relocation Order for the Kopmeier Bay Sanitary Sewer Replacement [Wagner] Sub Item Agenda Language: Background Provided By: Magdelene Wagner/Jane Mueller Background: The existing sanitary sewer under the bay of Pewaukee Lake serving the Kopmeier Lift Station is in need of replacement. Staff has been working on the logistics of replacing this existing sewer on the Lake Bed and all the permits required for the replacement. In addition, additional permanent and temporary easements are needed to support the construction of the new line. This resolution allows the acquisition of these easements to occur. Staff has been discussing these easements with the property owners and they have been very cooperative and understanding of the need for the project. Fiscal Impact: Recommended Motion: Council approve the relocation resolution. Page 151 of 208 STATE OF WISCONSIN CITY OF PEWAUEE WAUKESHA COUNTY Resolution 26-06-15 Relocation Order ~ Kopmeier Bay Sanitary Sewer Replacement Page 1 COMMON COUNCIL – CITY OF PEWAUKEE RESOLUTION #26-06-15 RELOCATION ORDER OF THE CITY OF PEWAUKEE WAUKESHA COUNTY, WISCONSIN (Kopmeier Bay Sanitary Sewer Replacement) NOW COMES the City of Pewaukee, Waukesha County, Wisconsin, by its Common Council and for its Relocation Order hereby resolves as follows: 1. That this Resolution is a Relocation Order in accordance with §32.05(1), Wisconsin Statutes, for the purposes of the within described public improvement project and it is also a determination of necessity for that project in accordance with §32.07(2), Wisconsin Statutes. 2. That the City of Pewaukee hereby determines that it is a necessary and public purpose to construct public improvements as shown on the maps attached hereto, made a part hereof and marked Exhibit “A-1” and “A-3”. 3. That said public improvements (sanitary sewer replacement) will be built as set forth on the maps which are annexed to this Relocation Order as Exhibits “A-1” and “A-3” and are incorporated herein. 4. That the sites of said public improvements (sanitary sewer replacement) are contained in Exhibits “A-1” and “A-3” which are incorporated herein; that the legal descriptions to said site are attached hereto, made a part hereof and marked Exhibits “A-2” and “A-4”. 5. That the City of Pewaukee will acquire permanent easements or right of way for public improvements (sanitary sewer replacement) as indicated on Exhibits “A-1” through “A-4”. Passed and approved this 15 th day of June, 2026. I hereby certify that on this 15 th day of June, 2026, the within Relocation Order was adopted by a vote of ____ ayes to ____ nays by the Common Council of the City of Pewaukee, Waukesha County, Wisconsin. APPROVED: CITY OF PEWAUKEE __________________________________ Steven Bierce, Mayor ATTEST: ____________________________________ Kelly Tarczewski, Clerk/Treasurer Page 152 of 208 S VLV VLVVLV E L15 LINE TABLE LINE # L11 L12 L13 L14 L15 L16 L17 L18 LENGTH 30.46' 21.78' 12.75' 56.91' 5.46' 22.97' 23.74' 50.03' BEARING S82°06'28"E S29°47'14"E S10°41'56"W N49°21'49"W N08°32'36"E N83°33'52"E S81°27'24"E S76°37'24"W 0 30 60 MEANDER CORNER FOR EAST 1/4 OF SECTION 7, T7N, R19E S00°01'49"W 1100.26' DATE: 3/6/26 O W NER: DANIEL J & NICOLE L LADW IG PARCEL NO : PW C0894976 EXISTING 20' SANITARY SEWER EASEMENT DOC. NO 946607 NORTHEAST CORNER SECTION 7, T7N, R19E S00°01'49"W 27.23' S82°06'28"E 206.88' PERMANENT SANITARY SEWER EASEMENT & TEMPORARY CONSTRUCTION EASEMENT EXHIBIT B ® CITY OF PEWAUKEE AND PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 SECTION 7, ALL IN TOWNSHIP 7 NORTH, RANGE 19 EAST CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN 82.5' CANADIAN PACIFIC KANSAS CITY POINT A POB NEW EASEMENT PEWAUKEE LAKE TEMPORARY CONSTRUCTION EASEMENT 362 SQ FT PERMANENT SANITARY SEWER EASEMENT 10517 SQ FT PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 8 EXISTING 20' SANITARY SEWER EASEMENT DOC. NO 931632 NE-NE SEC. 7 NW-NW SEC. 8 LOT 5 LOT 4 LOT 6 NOWACKI SUBDIVISION Page 153 of 208 LEGAL DESCRIPTION Owner: DANIEL J AND NICOLE L LADWIG N37W26980 KOPMEIER DR PEWAUKEE, WI 53072 PARCEL NO: PWC0894976 A Variable Width Permanent Sanitary Sewer Easement for construction and maintenance purposes as defined herein, including the right to operate necessary equipment thereon, the right of ingress and egress as long as required for such public purpose including the right to preserve, protect, remove or plant thereon any vegetation that the highway authorities may deem desirable, but without prejudice to the owner's right to make or construct improvements on said lands or to flatten the slopes, providing said activities will not impair or otherwise adversely affect the highway facilities. Said easement consists of the owner’s interest in land contained in the following described tract located in part of the Northwest 1/4 of the Northwest 1/4 of Section 8 and the Northeast 1/4 of the Northeast 1/4 Section 7, all in Township 7 North, Range 19 East, City of Pewaukee, Waukesha County, Wisconsin being more particularly described as follows: Commencing at the Northeast corner of said Section 7; Thence, South 00°01'49" West, 1100.26 feet along the East line of the Northeast 1/4 of the Northeast 1/4 of said Section 7 to the East meander corner of said Section 7; thence, South 00°01'49" West, 27.23 feet along said East line to the southerly right-of-way line of Canadian Pacific Kansas City railway; thence, S82°06’28”E, 206.88 feet along said southerly right-of-way line to the Point of Beginning. Thence, South 82° 06' 28" East, 30.46 feet along said southerly right-of-way line and the northerly line of the Existing Sanitary Sewer Easement recorded as document number 946607; Thence, South 29° 47' 14" East, 21.78 feet to the southerly line of said Existing Sanitary Sewer Easement and to Point A; Thence, South 10° 41' 56" West, 12.75 feet; Thence, North 89° 41' 25" West, 144.30 feet; Thence, North 81° 16' 01" West, 182.82 feet more or less to the easterly edge of Pewaukee Lake; Thence, North 49° 21' 49" West, 56.91 feet along said easterly edge; Thence, South 81° 10' 25" East, 226.95 feet; Thence, South 89° 41' 25" East, 104.49 feet; Thence, North 08° 32' 36" East, 5.46 feet to said southerly right-of-way line and the Point of Beginning. Containing 10517 square feet, more or less. Also, A Variable Width Temporary Construction Easement for construction and maintenance purposes as defined herein, including the right to operate necessary equipment thereon, the right of ingress and egress as long as required for such public purpose including the right to preserve, protect, remove or plant thereon any vegetation that the highway authorities may deem desirable, but without prejudice to the owner's right to make or construct improvements on said lands or to flatten the slopes, providing said activities will not impair or otherwise adversely affect the highway facilities. Beginning at above said Point A; Thence, North 83° 33' 52" East, 22.97 feet along the southerly line of said Existing Sanitary Sewer Easement; Thence, South 81° 27' 24" East, 23.74 feet along the southerly line of said Existing Sanitary Sewer Page 154 of 208 Easement; Thence, South 76° 37' 24" West, 50.03 feet; Thence, North 10° 41' 56" East, 12.75 feet to the Point of Beginning. Containing 362 square feet, more or less. See attached Exhibit B for further information. Subject to all other easements and restrictions, recorded and unrecorded. Page 155 of 208 S S POST LOT 1 CSM 9510 DOC. 2915579 LOT 1 LOT 2 LOT 3 LOT 4 DOUGLAS AND HARWOOD'S SUBDIVISION TEMPORARY CONSTRUCTION EASEMENT EXHIBIT A ® CITY OF PEWAUKEE PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 SECTION 7, TOWNSHIP 7 NORTH, RANGE 19 EAST CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN PEWAUKEE LAKE 0 20 40 MEANDER CORNER FOR EAST 1/4 OF SECTION 7, T7N, R19E S00°01'49"W 1100.26' NE-NE SEC. 7 DATE: 3/6/26 OWNER: JUDITH KAY WELCH PARCEL NO: PWC0889024 PARKSIDE RD EXISTING 20' SANITARY SEWER EASEMENT DOC. NO 931632 NORTHEAST CORNER SECTION 7, T7N, R19E S00°01'49"W 27.23' N82°06'28"W 377.90' POB NEW EASEMENT PARKSIDE RD 82.5' CANADIAN PACIFIC KANSAS CITY TEMPORARY CONSTRUCTION EASEMENT 678 SQ FT TEMPORARY CONSTRUCTION EASEMENT 101 SQ FT TEMPORARY CONSTRUCTION EASEMENT 193 SQ FT POINT B POINT A S64°30'12"E 16.55' S07°53'23"W 20.98' LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 LENGTH 23.47' 11.91' 23.78' 4.69' 5.13' 20.24' 4.45' 2.72' 17.91' 5.14' 10.21' 6.27' 22.34' 3.28' BEARING S82°06'28"E S11°45'57"W N64°30'12"W N07°54'12"E N12°03'22"E S64°29'55"E S06°13'13"W N81°25'38"W N64°30'12"W S81°10'24"E S10°41'43"W N79°18'17"W S82°25'14"E N07°54'12"E Page 156 of 208 LEGAL DESCRIPTION Owner: JUDITH KAY WELCH N38W27071 PARKSIDE RD PEWAUKEE, WI 53072 PARCEL NO: PWC0889024 A Variable Width Temporary Construction Easement for construction and maintenance purposes as defined herein, including the right to operate necessary equipment thereon, the right of ingress and egress as long as required for such public purpose including the right to preserve, protect, remove or plant thereon any vegetation that the highway authorities may deem desirable, but without prejudice to the owner's right to make or construct improvements on said lands or to flatten the slopes, providing said activities will not impair or otherwise adversely affect the highway facilities. Said easement consists of the owner’s interest in land contained in the following described tract located in Lot 1 and 2 of Douglas and Harwood’s Subdivision being located in the Northeast 1/4 of the Northeast 1/4 Section 7, Township 7 North, Range 19 East, City of Pewaukee, Waukesha County, Wisconsin being more particularly described as follows: Commencing at the Northeast corner of said Section 7; Thence, South 00°01'49" West, 1100.26 feet along the East line of the Northeast 1/4 of the Northeast 1/4 of said Section 7 to the East meander corner of said Section 7; thence, South 00°01'49" West, 27.23 feet along said East line to the southerly right-of-way line of Canadian Pacific Kansas City railway; thence, N82°06’28”W, 377.90 feet along said southerly right-of-way line to the Point of Beginning. Thence, South 82° 06' 28" East, 23.47 feet along said southerly right-of-way line; Thence, South 11° 45' 57" West, 11.91 feet to the northerly line of the existing sanitary sewer easement recorded as document number 931632 and toPoint A; Thence, North 64° 30' 12" West, 23.78 feet along the northerly line of said existing easement and to Point B; Thence, North 07° 54' 12" East, 4.69 feet along the easterly right-of-way of Parkside Road to the Point of Beginning. Containing 193 square feet, more or less. Also, commencing at the above said Point A; Thence, South 64°30'12" East, 16.55 feet to the along the northerly line of said existing sanitary sewer easement Point of Beginning; Thence, North 12° 03' 22" East, 5.13 feet; Thence, South 64° 29' 55" East, 20.24 feet; Thence, South 06° 13' 13" West, 4.45 feet to the above said northerly line; Thence, North 81° 25' 38" West, 2.72 feet along said northerly line; Thence, North 64° 30' 12" West, 17.91 feet along said northerly line to the Point of Beginning. Containing 101 square feet, more or less. Also, commencing at the above said Point B; Thence, South 07°53'23" West, 20.98 feet along the easterly right-of-way of Parkside Road to the Point of Beginning. Thence, South 64° 30' 12" East, 54.83 feet along the southerly line of said existing easement; Thence, South 81° 10' 24" East, 5.14 feet along said southerly line; Thence, South 10° 41' 43" West, 10.21 feet; Page 157 of 208 Thence, North 79° 18' 17" West, 6.27 feet; Thence, North 64° 30' 12" West, 76.56 feet to the southerly right-of-way of Parkside Road; Thence, South 82° 25' 14" East, 22.34 feet along said southerly right-of-way line to the easterly right- of-way of Parkside Road; Thence, North 07° 54' 12" East, 3.28 feet along said easterly right-of-way to the Point of Beginning. Containing 678 square feet, more or less. See attached Exhibit A for further information. Subject to all other easements and restrictions, recorded and unrecorded. Page 158 of 208 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action regarding Safe Drinking Water Loan Applications [Wagner/Mueller] 1. Adopt Resolution 26-06-16 Declaring Official Intent to Reimburse Expenditures for Safe Drinking Water Fund Program Well #8 PFAS Treatment Facility and Improvements 2. Adopt Resolution 26-06-17 Acknowledging Magdelene Wagner, P.E., Director of Public Works, as Authorized Representative for the City of Pewaukee Well #8 Treatment System, Improvements, and All Related Activities. 3. Adopt Resolution 26-06-18 Declaring Official Intent to Reimburse Expenditures for Safe Drinking Water Fund Program Well #13 Source Well Replacement and Related Improvements. 4. Adopt Resolution 26-06-19 Acknowledging Magdelene Wagner, P.E., Director of Public Works, as Authorized Representative for the City of Pewaukee Well #