Village Board — Agenda Packet

MEETING: AMENDED REGULAR MEETING OF THE VILLAGE BOARD DATE & TIME: Monday, May 4, 2026 at 7:00 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road Any member of the body and/or citizen may attend the meeting virtually through the WebEx platform, Meeting #:2551 455 8667 Password: ywM4qU5krp2 which can be accessed by phone at 408-418-9388 or by clicking the link below: https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=m49bcd70fc98c6f1696315d2744b3586a Citizens not wishing to attend the meeting personally or virtually may submit any public comments by sending an email to comments@germantownwi.gov by 4 p.m. on the day of the meeting so that it can be provided to the members of the body for their consideration. Previously recorded VillageBoard Meeting Videos can be viewed at https://www.youtube.com/channel/UCOYp0EgELzTCa9X_iCohyhQ AGENDA I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. II. ROLL CALL: III. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE: IV. PRESIDENT’S REPORT: V. APPOINTMENTS OF BOARD, COMMITTEE, AND COMMISSION MEMBERS: A. Appointment Spreadsheet (ACTION) VI. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST / COMMITTEE AND DEPARTMENT REPORTS: VII. CITIZEN INPUT: (Please be advised per 19.84(2) that information and comment will be received from the public. It is the policy of this municipality that public input be limited to a four (4) minute period per person with a time extension granted at the discretion of the Chairperson. Be advised that there may be limited discussion of the information received but no action will be taken under public comments.) Comments that may be injurious to village personnel or other individuals will not be allowed. VIII. CONSENT AGENDA: A. Meeting Minutes: April 20, 2026 (ACTION) B. Equity Salary Adjustment for Fire Chief Delain (ACTION) C. 2026 Budget Amendment to Carry Over 2025 Funds to FY2026 for Projects Not Completed (ACTION) D. An Ordinance Repealing and Recreating Section 1.50 of the Germantown Municipal Code Relating to Municipal Court Assessments and Fees. (ACTION) IX. UNFINISHED BUSINESS: X. PUBLIC HEARINGS: Page 1 of 201 VILLAGE BOARD AGENDA May 4, 2026 Page 2 XI. NEW BUSINESS: A. Temporary Class "B" Beer/"Class B" Wine Application for Deutschstadt Heritage Foundation, Maifest - May 15-17, 2026 (ACTION) B. Resolution Disallowing the Claim of Davine Black (ACTION) C. Abacus Architects, Agent for DONTOF LLC, Property Owner, and Basic Metals, Inc. W180 N11819 River Lane; Certified Survey Map (CSM) application to combine two (2) existing parcels into one 7-ac parcel in the Germantown Industrial Park. (ACTION) D. Resolution Adopting the Water Supply Service Area Plan of the Germantown Water Utility (ACTION) E. Proposal to adopt the 2026 pay rate chart, including recommended classification modifications aligned with market analysis and organizational needs (ACTION) F. Consideration to Increase the Pay Range for the Recruitment of Senior Center Coordinator Position. (ACTION) G. Discussion regarding the Police and Fire Departments Budgets and Procedures as it relates to the Newly Proposed Police Department Building and Addition to Fire Station (DISCUSSION) H. Review of the Downgrade and Rating Report by Moody (DISCUSSION) I. Village Administrator Vacancy. The Village Board may convene into closed session pursuant to Wis. Stat. § 19.85(1)(c) for the purpose of considering employment, promotion, compensation or performance evaluation data of any public employee over which the governmental body has jurisdiction or exercises responsibility and then may reconvene in open session to take such action as it deems appropriate. (ACTION) XII. ADJOURNMENT: UPON REASONABLE NOTICE, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, please contact the Village Clerk at (262)250-4745 at least 2 days prior to the meeting. Notice is hereby given that a possible quorum of other boards, committees, and/or commissions may attend this meeting to gather information about an item over which they have decision-making responsibility. This may constitute a meeting of these bodies per State ex rel. Badke v Greendale Village Board, even though these bodies will not take formal action at this meeting. Page 2 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Appointment Spreadsheet (ACTION) SUBMITTED BY: Bob Soderberg, Village President SUMMARY EXPLANATION: Please see the attached spreadsheet for (re)appointments for Village Board, Committee, and Commission members. Members to be voted on tonight are marked in green. All term lengths are standard, with the following exceptions: • The Trustee member appointed to the Senior Center Advisory Committee will be reappointed to a 1-year term, so that staggered positions can be readjusted, per Municipal Code. • New citizen members appointed to the Economic Development Commission, Mr. Carini and Mr. Arnold, will be appointed to an initial term of 2 years, so that staggered positions can be maintained, per Municipal Code. ATTACHMENT: 1. 2026 Appointments STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 3 of 201 GENERAL GOVERNMENT & FINANCE COMMITTEE TERM: 1 YEAR TITLE Meg Cutts 04/21/2026-04/19/2027 District 2 Trustee, Chair Scott Hefle 04/21/2026-04/19/2027 District 1 Trustee Jolene Pieper 04/21/2026-04/19/2027 District 3 Trustee Terri Kaminski 04/21/2026-04/19/2027 District 1 Trustee PUBLIC SAFETY COMMITTEE TERM: 1 YEAR TITLE Meg Cutts 04/21/2026-04/19/2027 District 2 Trustee, Chair Jolene Pieper 04/21/2026-04/19/2027 District 3 Trustee Patrick Kaiser 04/21/2026-04/19/2027 District 4 Trustee Scott Hefle 04/21/2026-04/19/2027 District 1 Trustee PUBLIC WORKS & HIGHWAYS COMMITTEE TERM: 1 YEAR TITLE Terri Kaminski 04/21/2026-04/19/2027 District 1 Trustee, Chair Jim Stout 04/21/2026-04/19/2027 District 2 Trustee Robert Warren 04/21/2026-04/19/2027 District 3 Trustee Jan Miller 04/21/2026-04/19/2027 District 4 Trustee ADMINISTRATIVE APPEALS REVIEW BOARD TERM: 1 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Bob Soderberg 04/21/2025-04/17/2028 Village President, Chair Jolene Pieper 04/21/2026-04/19/2027 Trustee William Neureuther 04/22/2025-04/30/2028 Citizen Member Page 4 of 201 BOARD OF REVIEW TERM: 5 YEAR TITLE Kim Leukert 05/01/2022-04/30/2027 Member Ingolf (Sam) Schneider 05/01/2023-04/30/2028 Member Chris Niggemeier 05/06/2024-05/01/2029 Member Tim Edwards 05/01/2025-04/30/2030 Member William Shadid 05/01/2026-04/30/2031 Member Kristine Huber 05/01/2022-04/30/2027 Alternate Member Vacant 05/01/2025-04/30/2030 Alternate Member BOARD OF ZONING APPEALS TERM: 3 YEAR TITLE Barry R. White 05/06/2024-05/01/2027 Chair Kristine Huber 05/06/2024-05/01/2027 Member Tim Edwards 05/06/2024-05/01/2027 Member Lilibeth Yao 05/01/2026-04/30/2029 Member Vacant 05/01/2025-04/30/2028 Member Jeffrey Knop 05/01/2025-04/30/2028 Alternate Member Vacant 05/01/2026-04/30/2029 Alternate Member BUILDING CONSTRUCTION OVERSIGHT COMMITTEE TERM: 3 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Robert Warren 04/15/2024-04/19/2027 District 3 Trustee, Chair Jim Stout 04/21/2026-04/16/2029 District 2 Trustee Peter Nilles 04/15/2024-04/19/2027 Member Page 5 of 201 ECONOMIC DEVELOPMENT COMMISSION TERM: 3 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Scott Hefle 04/21/2026-04/16/2029 District 1 Trustee, Chair Patrick Kaiser 04/21/2026-04/16/2029 District 4 Trustee Melanie Smythe 05/06/2024-04/30/2027 Member Jim Sedgwick 04/20/2024-04/30/2027 Member Jeffrey Voyer 04/22/2025-04/30/2028 Member Joletta Kerpan 04/21/2026-04/16/2029 Member Joey Carini 04/21/2026-04/17/2028 Member Derek Arnold 04/21/2026-04/17/2028 Member Vacant 05/01/2026-04/30/2029 Member ETHICS BOARD TERM: 3 YEAR TITLE Aaron Foley 05/06/2024-05/01/2027 Member Vacant 05/06/2024-05/01/2027 Member Wyatt Wiehr 05/01/2025-04/30/2028 Member Glenn Gaskill 05/01/2025-04/30/2028 Member Vacant 05/01/2026-04/30/2029 Member Vacant 05/01/2026-04/30/2029 Member Vacant 05/06/2024-05/01/2027 Alternate Member Vacant 05/01/2025-04/30/2028 Alternate Member Page 6 of 201 HISTORIC PRESERVATION COMMISSION TERM: 1 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Jim Stout 04/21/2026-04/19/2027 District 2 Trustee, Chair Christine Kauth 05/01/2025-04/30/2027 Citizen Member Barbara Mendenhall 05/01/2025-04/30/2028 Citizen Member Mark Kauth 05/01/2026-04/30/2029 Citizen Member Rick Miller 05/01/2026-04/30/2029 Citizen Member LIBRARY BOARD TERM: 3 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Joyce Nelson 05/01/2026-04/30/2029 President Patrick Kaiser 04/21/2026-04/16/2029 District 4 Trustee Darlene Vosen 05/01/2025-06/30/2028 Treasurer Katie Kohel 05/01/2025-06/30/2028 School District Representative Sarah Larson 05/06/2024-04/19/2027 Member Joletta Kerpan 04/15/2024-04/19/2027 Member Charlene Brady 05/01/2025-06/30/2028 Member Trisha Smith Ex-Officio Library Director Page 7 of 201 PARK & RECREATION COMMISSION TERM: 1 YEAR TRUSTEE/SCHOOL BOARD, 3 YEAR CITIZEN TITLE Brian Depies 05/06/2024-04/19/2027 Chair Jim Stout 04/21/2026-04/19/2027 District 2 Trustee, Chair Tracy Pawlak 04/21/2026-04/19/2027 School Board Member Steve Stapelman 05/06/2024-04/19/2027 Member Virginia Smith 05/01/2025-04/30/2028 Member Monica Stiebs 05/01/2025-04/30/2028 Member Don Eby 05/01/2026-04/30/2029 Member Gil Standridge Ex-Officio Park & Recreation Director PLAN COMMISSION TERM: 1 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Bob Soderberg 04/21/2025-04/17/2028 Village President Robert Warren 04/21/2026-04/19/2027 District 3 Trustee Russell Ewert 05/01/2025-04/30/2028 School Board Member Bridget Henk 04/15/2024-04/19/2027 Member Josh Tarantino 04/15/2024-04/19/2027 Member Robert Williams 05/01/2026-04/30/2029 Member Brian Fisher 05/01/2026-04/30/2029 Member Page 8 of 201 POLICE & FIRE COMMISSION TERM: 5 YEAR TITLE Scott Scheife 05/01/2025-04/30/2030 Chair Ingolf (Sam) Schneider 05/01/2026-04/31/2031 Vice Chair Homer (Jack) Daniels 05/01/2022-04/30/2027 Member Chris Yatchak 05/01/2023-04/30/2028 Member Larry Owen 05/06/2024-05/01/2029 Member SENIOR CENTER ADVISORY COMMITTEE TERM: 2 YEAR TITLE Jan Miller 05/01/2026-04/31/2027 Chair, Trustee District 4 Lynn Bracy 05/01/2026-04/31/2028 Senior Club Member Norine Janzen 05/01/2025-04/30/2027 Non-Senior Club Member Faye Price 05/01/2026-04/31/2028 Citizen Member Barbara Borkenhagen 05/01/2026-04/31/2028 Citizen Member Vacant Ex-Officio Senior Center Coordinator TOURISM COMMISSION TERM: 1 YEAR TITLE Jan Miller 04/21/2026-04/19/2027 Chair, Trustee District 4 Joletta Kerpan 04/21/2026-04/19/2027 Chamber Representative Bob Soderberg 04/21/2026-04/19/2027 Village President Vacant 04/21/2026-04/19/2027 Village Administrator Vacant 04/21/2026-04/19/2027 Hotel Representative Page 9 of 201 TREE ADVISORY BOARD TERM: 2 YEAR TRUSTEE AND CITIZEN TITLE Jan Miller 05/01/2026-04/31/2028 District 4 Trustee, Chair Elizabeth Tarantino 05/01/2025-04/30/2027 Citizen Member Nathan Schuettpelz coterminous with appt as the Forester Village Forester UTILITY ADVISORY COMMITTEE TERM: 1 YEAR TRUSTEE, 3 YEAR CITIZEN TITLE Robert Warren 04/21/2026-04/19/2027 District 3 Trustee, Chair Steve Wesolowski 04/15/2024-04/19/2027 Engineer Mechanical Member Peter Nilles 05/01/2025-04/30/2028 Engineer Mechanical Member Vacant 05/01/2026-04/30/2029 Financial Accounting Member James Hansen 04/15/2024-04/19/2027 Citizen Member Vacant 05/01/2025-04/30/2028 Alternate Member Vacant 05/01/2026-04/30/2029 Alternate Member Page 10 of 201 MEETING: REGULAR MEETING OF THE VILLAGE BOARD DATE AND TIME: Monday, April 20, 2026 7:00 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road MINUTES I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. Village President Bob Soderberg called the Village Board meeting to order at 7:00 PM. II. ROLL CALL: Present: Trustee Robert Warren, Trustee Meg Cutts, Trustee David Baum, Trustee Jan Miller, Trustee Kristen Borst, Trustee Jolene Pieper, Trustee Rick Miller, Trustee Terri Kaminski, Village President Bob Soderberg Also Present: Village Clerk Donna Ott, Interim Village Administrator Mitch Reynolds, Village Attorney Brian Sajdak, DPW Superintendent Scott Anderson, Finance Director Matthew Uselding, Police Chief Pat Merten III. PLEDGE OF ALLEGIANCE / MOMENT OF SILENCE: IV. PRESIDENT’S REPORT: Village President Soderberg spoke regarding the recent weather events, attending an Eagle Scout ceremony and the loan closing ceremony for Flamingo Marine, the 4th of July Task Force, and welcomed the Village's new DPW Director Tim Zimmerman. A. National Therapy Animal Day Proclamation (PRESENTATION) Village President Soderberg read aloud a proclamation observing National Therapy Animal Day. B. Trustee Proclamations (PRESENTATION) Village President Soderberg presented proclamations and Germantown flags to outgoing Trustees Kristen Borst, Rick Miller, and David Baum. V. ANNOUNCEMENTS OF FORTHCOMING EVENTS OF PUBLIC INTEREST / COMMITTEE AND DEPARTMENT REPORTS: DRAFT Page 11 of 201 Page 2 Trustee Kaminski announced the upcoming Public Works & Highways Committee meeting on Wednesday, May 13, 2026, at 5:30 PM. Trustee Rick Miller announced the upcoming General Government & Finance Committee meeting on Monday, May 18, 2026, at 5:30 PM. Trustee Cutts announced the upcoming Public Safety Committee meeting on Monday, May 4, 2026, at 6:00. A. Update on Recent Weather Events (PRESENTATION) Interim Village Administrator Reynolds provided a brief overview of the recent weather events and their effects on Village infrastructure. VI. CITIZEN INPUT: (Please be advised per 19.84(2) that information and comment will be received from the public. It is the policy of this municipality that public input be limited to a four (4) minute period per person with a time extension granted at the discretion of the Chairperson. Be advised that there may be limited discussion of the information received but no action will be taken under public comments.) Comments that may be injurious to village personnel or other individuals will not be allowed. Lynne Schauer Bednarz (W156N10121 Pawnee Ct) spoke regarding the proposed police department building and the 2050 Comprehensive Plan. Melanie Smythe (N140W17938 Cedar Ln) spoke regarding the proposed police department building. Kristine Piwek (N106W17321 Wildflower Ln) spoke regarding the Village's sanitary sewer system and recent flooding. Amy Willard (N106W17355 Wildflower Ln) spoke regarding the Village's sanitary sewer system and recent flooding. Paul Spitz (N106W17085 Juniper Dr) spoke regarding sewer run off and recent flooding. Randall Ryskoski (N106W17113 Juniper Dr) spoke regarding the Village's sanitary sewer system and recent flooding. Written comments were not read aloud, but are included with these minutes. VII. CONSENT AGENDA: Motion: Approve as presented Motioned By: Rick Miller Seconded By: Robert Warren DRAFT Page 12 of 201 Page 3 Consent Agenda Item C removed by Trustee Pieper. Yes: Robert Warren, Meg Cutts, Jan Miller, Kristen Borst, Jolene Pieper, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: David Baum Motion Carried by Roll Cal Vote (Yes 8, No 0, Abstained 1) On consideration of Item C (to approve as presented): Yes: Robert Warren, Meg Cutts, Jan Miller, Kristen Borst, Rick Miller, Terri Kaminski, Bob Soderberg No: Jolene Pieper Abstain: David Baum Motion Carried by Roll Call Vote (Yes 7, No 1, Abstained 1) A. Meeting Minutes: March 16, 2026 (ACTION) B. Special Meeting Minutes: March 23, 2026 (ACTION) C. Purchase of a Jacobsen turf mower from Horst Distributing with trade-in value of $10,000.00 for an amount not to exceed $152,950.00. (ACTION) D. Award of a contract to Visu Sewer to repair storm pipe with cured-in-place pipe liner in Hickory Drive for an amount not to exceed $36,487.50. (ACTION) E. Consideration of a change order with Great Lakes TV & Seal for additional storm sewer cleaning not to exceed $23,686.00. (ACTION) F. Authorization of a reduction to the Letter of Credit (LOC) for the Wrenwood North subdivision in the amount of $215,500.00 for a proposed new LOC amount of $181,000.00. (ACTION) VIII. UNFINISHED BUSINESS: IX. PUBLIC HEARINGS: X. NEW BUSINESS: A. Resolution Authorizing the Issuance and Establishing Parameters for the Sale of Not to Exceed $17,170,000 General Obligation Promissory Notes (ACTION) DRAFT Page 13 of 201 Page 4 Motion: Approve the sale of General Obligation Promissory Notes not to exceed $17,170,000 and to proceed with Scenario 2 as presented Motioned By: Rick Miller Seconded By: Terri Kaminski Yes: Robert Warren, Meg Cutts, Jan Miller, Rick Miller, Terri Kaminski, Bob Soderberg No: Kristen Borst, Jolene Pieper Abstain: David Baum Motion Carried by Roll Call Vote (Yes 6, No 2, Abstained 1) B. Kevin H. Behnke, Property Owner and Agent for Apple Works Winery LLC, W179 N12536 Fond du Lac Avenue - Application to amend the conditions of Conditional Use Permit approval for the existing Apple Works Winery, including the expansion of the hours of operation and uses to allow a morning coffee shop from 7:00am to 11:00am (CUP #03-2026). (ACTION) Motion: Approve as presented Motioned By: David Baum Seconded By: Robert Warren Yes: Robert Warren, Meg Cutts, David Baum, Jan Miller, Kristen Borst, Rick Miller, Terri Kaminski No: Jolene Pieper Abstain: Bob Soderberg Motion Carried by Voice Vote (Yes 7, No 1, Abstained 1) C. Peter & Donna Maniaci, Property Owners. Conditional Use Permit application to convert/expand an existing detached accessory structure (garage) into a "Mother-In-Law Suite" accessory dwelling unit and modify the provisions under Section 17.08(64) of the Zoning Code, for property located at W213N11111 Appleton Avenue (CUP #04-2026). (ACTION) Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: David Baum Yes: Robert Warren, Meg Cutts, Kristen Borst, Jolene Pieper, Rick Miller, Bob Soderberg No: David Baum, Jan Miller, Terri Kaminski Abstain: None Motion Carried by Voice Vote (Yes 6, No 3, Abstained 0) DRAFT Page 14 of 201 Page 5 D. Crew Carwash, Property Owner of N96 W17500 County Line Road. Request to grant a 12-month extension for Conditional Use Permit approval for a 4,500 sqft automated car wash facility (CUP #05-2026). (ACTION) Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: David Baum Yes: Robert Warren, Meg Cutts, David Baum, Jan Miller, Kristen Borst, Jolene Pieper, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Carried by Voice Vote (Yes 9, No 0, Abstained 0) E. Ordinance adopting text amendments to Section 14 (Building Code) and Section 17 (General Zoning Code) of the Village of Germantown Municipal Code. (ACTION) Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: David Baum Yes: Robert Warren, Meg Cutts, David Baum, Jan Miller, Kristen Borst, Jolene Pieper, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Carried by Voice Vote (Yes 9, No 0, Abstained 0) F. A Resolution Establishing an Occupancy Bond Deposit Schedule Required Under Section 14.065 of the Municipal Code (Building Code). (ACTION) Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: David Baum Yes: Robert Warren, Meg Cutts, David Baum, Jan Miller, Kristen Borst, Jolene Pieper, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Carried by Voice Vote (Yes 9, No 0, Abstained 0) G. A Resolution Establishing a Schedule of Property Record Maintenance Fees Required Under Section 14.055 of the Municipal Code (Building Code). (ACTION) DRAFT Page 15 of 201 Page 6 Motion: Approve as presented Motioned By: Jolene Pieper Seconded By: David Baum Yes: Robert Warren, Meg Cutts, David Baum, Jan Miller, Kristen Borst, Jolene Pieper, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: None Motion Carried by Voice Vote (Yes 9, No 0, Abstained 0) H. Award of Architectural Firm contract for Police Department Building construction project (ACTION) Motion: Approve the selection of FGM Architects to provide Architectural and Engineering services for the new Police Facility, and authorization for the Village Administrator and Village Attorney to negotiate and execute a contract for the services in the amount not to exceed $34,559,000 Motioned By: Meg Cutts Seconded By: Robert Warren Yes: Robert Warren, Meg Cutts, Rick Miller, Terri Kaminski, Bob Soderberg No: David Baum, Jan Miller, Kristen Borst Abstain: Jolene Pieper Motion Carried by Roll Call Vote (Yes 5, No 3, Abstained 1) I. Contract with Innovative Public Advisors LLC in an amount not to exceed $9,750 to lead recruitment for the Finance Director position (ACTION) Motion: Approve as presented Motioned By: Rick Miller Seconded By: Terri Kaminski Yes: Robert Warren, Meg Cutts, Jan Miller, Kristen Borst, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: David Baum Trustee Pieper was not present for this vote. Motion Carried by Roll Call Vote (Yes 7, No 0, Abstained 1) J. Contract with Innovative Public Advisors LLC in an amount not to exceed $9,750 to lead recruitment for the Village Engineer position (ACTION) DRAFT Page 16 of 201 Page 7 Motion: Approve as presented Motioned By: Jan Miller Seconded By: Meg Cutts Yes: Robert Warren, Meg Cutts, Jan Miller, Kristen Borst, Rick Miller, Terri Kaminski, Bob Soderberg No: None Abstain: David Baum Trustee Pieper was not present for this vote. Motion Carried by Roll Call Vote (Yes 7, No 0, Abstained 1) XI. ADJOURNMENT: Village President Soderberg adjourned the Village Board meeting at 9:17 PM. DRAFT Page 17 of 201 From: crb crb To: Comments Subject: V.B. MEETING 4-20-26 Date: Monday, April 20, 2026 2:45:58 PM CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, We would like you as a board to "POSTPONE" the NEW POILCE DEPT BUILDING item. This should be decided in May of 2026 or? Due to the fact the NEW BOARD MEMBERS are the ones who will be getting the phone calls on the concerns of this issue. YES, WE UNDERSTAND THAT THE POLICE DEPARTMENT NEEDS A NEW BUILDING. You need to have all information and estimates on costs, not like what happens with the new DPW building! DPW BUILDING started out at $10 millions. By the time it was done. Almost $40 millions later. This was on the front page of the GERMANTOWN NEWS paper back in 2022 sometime. Didn't have time yet to go to the library to find the front-page article with Mr. Kreklow picture included. Supposedly the editor at the paper didn't have it in their achieves either! Remember who is paying for this. Is it the POLICE DEPARTMENT paying for it? OR The TAXPAYERS??? We would like all questions answer before you, The board makes any decisions on this issue. Also, since when does the POLICE DEPARTMENT decide who should be doing the work on the project for the village? Did they ask all the proper questions that needed to be asked of the firm? Don't know! Do the police department members have any knowledge what needs to be done? Don't know! But they do know what they want in the building. This is loud and clear! What to watch for? Don't know! Yes, they can have input who they would prefer. We had the understand the board is in charge of who decides who will get the project to do. This is why the residents elected the board to make decisions, not leaving it up to the DRAFT Page 18 of 201 departments. If we are borrowing for this project(which we have to); this needs a budget. This needs a firm set budget, no going over at all! Not a penny! REMEMBER THE RESIDENTS ARE WATCHING!!! We were under the impression that at the special meeting last month for PUBLIC SAFETY that all 3 firms would be present at the meeting. This is why they had a special meeting. RIGHT??? They would be able answer any and all questions ask of them. The only one that show up was the one the police department wanted to hire. Nothing said about the other 2 firms ,why they were not there. When ask of the project about the Fitchburg POLICE DEPT. Project, the trustee could not get an answer to their questions. This is not right at all. But it is all over the Fitchburg website. Interesting! We would like answers to their questions now too! We want answer why the project was moved to the old DPW area instead of leaving where it is. A central location. Why the Friday before it was said it would be built on the current site. Then Monday a.m. Before the meeting it gets change to the OLD DPW site. What about the BEDROCK COST? No estimates on this included! Nothing said about the "SAFE ROOM" to be included in the plan. So, is it on the plan or not? Will this be addon? At what cost? What about the boring? Another addon? At what cost? Also, additional utilities maybe needed. Where are the estimates? Another addon? AT what cost? Why wasn't this attached? This was asked in public comments. At what cost will this be? Yes, this might be done at a different time. BUT where is the estimate for the cost? Will this be another addon? At what cost? Does this include everything, right down to the furniture they will need? Or More addons? We would like to see everything "SPELLED OUT" before starting anything in the village going forward. How will this project and or any project going forward will be paid for? At what cost to the taxpayers? It is coming across $272. Per house worth $450,000. Is nothing for us to pay! It is coming across, like that amount is "FINE WITH THE RESIDENTS"! Did they ask the residents? We never got ask this question at all! No, this is not fine with us. DRAFT Page 19 of 201 Remember the $172. Increases in taxes for the borrowing of $17 millions for this year! Another question was asked by a trustee who last night on the board is today. He stated that he worked with Zimmerman before , they were very good to work with, it was said. Another issue too! The other 2 firms were cheaper, then the firm the police department pick out. Like we have said, who is paying for it? YOU NEED SPECIAL MEETING AGAIN, WITH ALL 3 FIRMS PRESENT. LET THEM SHOW THE BOARD AND RESIDENTS WHAT THEY CAN EACH DO FOR US. THEN DECIDE! Most important, you want the police dept to have this new building, What happens to the residents input? It was also said this firm would cut back on the residents' meetings to ONE!!! REALLY!!! Remember who pays the bills! DON'T YOU THINK YOU SHOULD A PUBLIC HEARING WITH THE RESIDENTS FIRST? BEFORE SAYING YES TO A FRIM! PLEASE VOTE NO TONIGHT AT THE VILLAGE BOARD! LET THE NEW BOARD DECIDE WHAT SHOULD BE DONE! In May 2026 or ?, we say whatever it takes to DO IT RIGHT! THE FIRST TIME! SINCE THEY WILL GET ALL THE CALLS AND COMPLAINS ON THIS ISSUE! We are not saying "NO" to the New Police Dept. Building. Just make sure you have any and all information needed before starting project! No going back, once you start it! How more than what they say? JUST SAYING!!!! Also, this is not the residents or this board at this time fault, they didn't get a new building before this. Remember, this has been going for 25 years or so. Yes, some of the trustees were on the board and vote NO for whatever reason at the time. We understand why the Chief is upset, but he should not be taking this out on the board and or residents. But we are upset too! Like we have said, just keep on opening up our checkbook and keep paying! You expect us not to say a word! Guess again! So wrong!!!! DRAFT Page 20 of 201 WE ARE VERY UNHAPPY AGAIN! Are you really listening to the residents at all? We don't think so! The Schneider's DRAFT Page 21 of 201 From: crb crb To: Comments Subject: why???? Date: Monday, April 20, 2026 9:50:38 PM CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, Once again, the procedures for doing projects in village are not being followed! Why wasn't this "BUILDING OVERSITE COMMITTEE used for both the FIRE AND POLICE DEPT BUILDINGS? Once again both FIRE AND POLICE GOT CHOOSE WHO THEY WANTED! Not a suggestion, but who they wanted for the projects! So, BE IT! VERY DISAPPOINTED AGAIN BY THE VILLAGE AND BOARD MEMBERS!!! This started with the former administer. SO WRONG! As residents, what to do we know about what committees should be used! We had an understanding, this why had a former administer and president and a board, who were to make and guide how things should be done right! Then to ask the pay rate chart to be adjusted to new rate! Why use driving 1 hour to work? To help to get to apply for the different jobs? Why use FOXPOINT, WEST ALLIS and NEW BERLIN-where former and almost former employees are working at and will be working at? To hear now!!!!!!!!!!!!!!!!!!!! THAT THE FIRE DEPARTMENT WILL BE OVER THE BUDGET BY $2 MILLION DOLLARS! On the update of the building! Where do you think money will be coming from? Once again, the taxpayers? WE SAY **** NO! START CUTTING NOW ! NOT LATER! You BEST BELIEVE WILL BE WATCHING THE NEW POLICE DEPT. BUILDING BUDGET! DON'T EVEN THINK OF GOING OVER THE BUDGET! NOT EVEN A PENNY! MAYBE, YOU SHOULD HAVE THE PHONE NUMBER PUBLICLY LISTED OF ALL THE OLD DRAFT Page 22 of 201 MEMBERS TO WHO VOTED IN FAVOR OF THE BOTH PROJECTS!! So, all taxpayers who want to complain to them can! Can do it! Was it that important to take this vote tonight? Why not let the NEW MEMEBERS HAVE SAY? Were some afraid they might VOTED, NO? Also, as it stated in GGF meeting tonight, sure hope the almost out- the -door financial director is correct in saying that "nothing" was found concerning the former clerk/treasurer. Thanks GOD! For the resident who found the over and under billing on the water and sewer bills! Yes, we did get our money back! Only with the help of a former employee helping us! Just wait until the person who spoke in "public comments" tonight's hearing about what just happen tonight! Glad to hear someone enjoy our comments we send in too! They know who are, we are speaking about, by the comments they made tonight. Just keep on approval everything for the taxpayers to pay for. Maybe, we will all have to move out of the village sooner, than later! Most of you seem like the increases are not that bad! Well, they are starting to add up! VERY DISAPPOPINTED IN THE VILLAGE AND BOARD AGAIN! The Schneider's DRAFT Page 23 of 201 From: Jenna Kruschel To: Comments; Samuel Kruschel Subject: Fwd: Comments re-CUP #05-2022 Apple Works Winery Date: Sunday, March 8, 2026 2:44:02 PM Attachments: Letter to Board - Apple Works Winery CUP 2026.docx Attachment with Updated Map.pdf Some people who received this message don't often get email from hirschboeck@gmail.com. Learn why this is important CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, We are unable to attend Monday's meeting in person so attached are comments regarding the proposed amendment to the CUP at Apple Works Winery as well as a map that shows our property vs. the outdated map provided in the agenda materials. Thank you, Sam and Jenna Kruschel W177N12581 Apple Blossom Lane DRAFT Page 24 of 201 From: Samuel Kruschel To: Comments; Bob Soderberg Cc: Jenna Kruschel Subject: Re: Comments re-CUP #05-2022 Apple Works Winery Date: Monday, April 20, 2026 4:54:43 PM Attachments: Letter to Board - Apple Works Winery CUP 2026.docx Attachment with Updated Map.pdf Some people who received this message don't often get email from kruschelsp24@gmail.com. Learn why this is important CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Bob and others, We are unable to attend tonight's meeting in person and wanted to reiterate that we are still against the proposed amendments to the CUP at Apple Works Winery. If helpful, also attached is our original letter and the map that shows our property vs. the outdated map provided in the agenda materials. Respectfully, Sam and Jenna Kruschel W177N12581 Apple Blossom Lane On Sun, Mar 8, 2026 at 3:24 PM Samuel Kruschel <kruschelsp24@gmail.com> wrote: Hello, We are unable to attend Monday's meeting in person so attached are comments regarding the proposed amendment to the CUP at Apple Works Winery as well as a map that shows our property vs. the outdated map provided in the agenda materials. Thank you, Sam and Jenna Kruschel W177N12581 Apple Blossom Lane DRAFT Page 25 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Equity Salary Adjustment for Fire Chief Delain (ACTION) SUBMITTED BY: Steve Kreklow, Administrator SUMMARY EXPLANATION: I apologize for not being present for this Equity Adjustment Request. However, I believe that the request merits moving forward. Based on an analysis of internal and external comparisons, I am recommending a $14,000 annual pay increase for Fire Chief Delain. A salary survey of 28 municipalities completed by the City of Water in 2025 showed the following average pay range for the position of Fire Chief: Minimum $111,914 Midpoint $129,376 Maximum $148,366 Chief Delain's current salary is $115,218, but based on his years of experience, he should be at or near the midpoint of the market. Internal Equity comparisons also justify an adjustment to Chief Delain's pay. The Fire Chief is in the same pay range and has historically been benchmarked to Police Captain positions. The two recently appointed Police Captain positions are paid $128,8323 and $136,812 respectively. Again, based on years of experience and job responsibilities, Fire Chief Delain's salary should be comparable to these positions. As a result of these factors, an increase in pay from $115,218 to $129,218 is justified. The Fire Department has funds available in their salary budget due to temporarily vacant positions to fund this increase, and it can be accounted for the during preparation of the 2027 budget. ATTACHMENT: 1. Delain Equity Adjustment 260316 2. Watertown 2025 Comp Survey 3. Year-To-Date Salaries Memo - Uselding 4. YTD Salary STAFF RECOMMENDATION: Forward the request to increase Fire Chief Delain's salary from $115,218 to $129,218 to the Village Board with a positive recommendation. Page 26 of 201 ACTION BY COMMITTEE: Page 27 of 201 Equity Request Equity increases are not intended to replace, or supplement, merit or reclassifica�on increases, nor are they given solely on the basis of longevity, performance, or workload. Refer to Page 2 for appropriate criteria to poten�ally jus�fy an equity increase. Sec�on 1 | Employee & Posi�on Informa�on Employee Name: Department/Division: Posi�on Title: Supervisor: Sec�on 2 | Equity Adjustment Request Informa�on Equity Type: Internal Inequity External Inequity Reten�on Concerns Salary Compression Addi�onal du�es and/or responsibili�es Proposed Increase: $ Hourly Annually Please provide justification to support this request, including where the funding for the increase will come from . Use additional attachments as needed. Village of Germantown ADMINISTRATION DEPARTMENT (262) 250-4750 www.germantownwi.gov N112 W17001 Mequon Rd Germantown, WI 53022 ehirn@germantownwi.gov Page 28 of 201 Sec�on 3 | Approval Process Finance Director Approved Not Approved Request Mee�ng Reviews the request to determine if it meets the policy criteria and that appropriate documentation is submitted. Comments: Dat e: Signature: Support Services Manager Approved Not Approved Request Mee�ng Reviews the request to determine if appropriate funds exist. Comments: Dat e: Approved Not Approved Request Mee�ng Signature: Village Administrator Final approval. Comments: Signature: Date: Purpose: To establish a process to help departments balance compe��ve pay with divisional, departmental and organiza�onal equity. Crit eria: To be eligible for an equity increase, an employee must be ac�vely working (not on leave), be an employee in good standing and meet one or more of the below criteria: 1. Internal salary inequity between employees in the same job title within the same division or department as applicable. 2. Internal salary inequity between new hires and current employees in the sa me job title within the same division or department as applicable. 3. External market inequity, as evidenced by one or more of the below situations: a. Valid market data showing that our competition pays higher salaries for similar work b. Recruitment difficulties c. Sharp increase in turnover for similar work within the division/department (as a result of compensation) 4. Immediate retention concerns, such as an external job offer made to an employee. 5. Salary compression between supervisors and those whom they supervise 6. Additional duties and/or responsibilities have been added to the position that increase the complexity or scope but do not warrant a reclassification. Changes to the job must be substantial and on -going and will typically represent at least 20% of the overall position. An updated job description is required to substantiate the request for an equity increase. Process: If a department is concerned about possible salary inequity, they should contact the Support Services Manager. The Support Services Manager may run internal salary reports and request external market comparable data to help assess the possible salary inequity. After review with the Support Services Manager, if the department director would l ike to submit an equity increase request, they must follow the process above. Effec�ve Date: Equity increases may be effec�ve the first of the pay period following approval of t he request or other date as deemed appropriate during the approval process. Page 29 of 201 McGrath Human Resources Group Page 1 Summary for Participating Comparable Entities City of Watertown, Wisconsin Compensation and Benefit Study Presented by: www.mcgrathhumanresources.com Finalized Project 2025 Project Manager: Malayna Halvorson Maes, Senior Consultant malayna@mcgrathhumanresources.com McGrath Human Resources Group 815-728-9111 ext. 103 Wisconsin Office Principal: Dr. Victoria McGrath, CEO victoriaphd@mcgrathconsulting.com McGrath Human Resources Group 815.728.9111 (v) PO Box 865 815.331.0215 (f) Jamestown, TN 38556 Page 30 of 201 McGrath Human Resources Group Page 2 Greetings- Thank you for your participation in the market compensation update for the City of Watertown, Wisconsin. Following are the summarized results. Organizations Solicited for Data Comparable Organizations Area of Focus City of Hartford All City of Appleton Health only City of Beaver Dam All City of Brookfield All City of Fort Atkinson All City of Germantown All City of Jefferson All City of Lake Mills All City of Menasha Health only City of Muskego Library only City of Oconomowoc All City of Pewaukee All City of Stoughton* All City of Sun Prairie All City of Waukesha All City of Waupun* Utilities only City of West Allis Health only City of West Bend All City of Whitewater All Dodge County All Jefferson County All Sauk County Health only Village of Cambridge* Library only Village of Hartland All Village of McFarland All Village of Menomonee Falls All Waukesha County All Western Lakes Fire District, WI Fire only *Did not Provide data Page 31 of 201 McGrath Human Resources Group Page 3 Compensation Analysis Market Data Solicited Salary data was sought for benchmark positions. We collect pay data including minimum, midpoint, maximum pay and actual incumbent pay (when available /provided). When computing the average or the 50th percentile, consultants eliminated salaries that were considered statistically too high or low. The following table outlines the Job Title, Average Market Minimum, Average Market Midpoint, Average Market Maximum, and Average Incumbent Actual. Survey Department Avg Market Minimum Avg Market Midpoint Avg Market Maximum Avg Market Incumbent A/P Clerk Finance Department $24.68 $28.22 $33.92 $29.88 A/R Clerk Finance Department $22.05 $26.22 $29.99 $27.03 Administrative Assistant I Multiple $20.21 $23.67 $27.68 $21.95 Administrative Assistant II Multiple $22.34 $23.60 $28.69 $24.89 Administrative Assistant III Multiple $24.63 $28.29 $32.51 $27.27 Adult Librarian Library $27.04 $31.65 $36.19 $28.68 Arborist Forestry Department $28.24 $32.28 $37.16 $30.39 Assistant Health Director Health Department $42.18 $49.65 $57.13 Assistant Police Chief Police Department $47.63 $58.88 $63.03 $60.23 Asst Streets Superintendent/Manager Street Department $39.20 $44.77 $50.69 $44.83 Battalion Chief Fire Department $30.46 $35.41 $41.12 $35.88 Building Inspector II Building Inspection $34.68 $39.63 $45.72 $39.61 Building Maintenance Worker Rec Admin $21.84 $25.26 $29.40 $25.07 Circulation Manager Library $27.53 $31.65 $36.19 $28.49 City Attorney City Attorney $60.02 $70.53 $81.03 $74.62 City Clerk Finance Department $39.59 $47.55 $55.51 $45.64 City Forester Forestry Department $35.99 $42.82 $48.17 $42.68 Civil Engineer I Engineering/Planning $34.08 $40.81 $47.33 $35.10 Civil Engineer II Engineering/Planning $38.78 $46.47 $53.91 $49.85 Code Enforcement Officer Building Inspection $29.12 $31.58 $37.02 $36.58 Collection Systems Specialist Wastewater $0.00 $0.00 $0.00 $31.75 Court Clerk Municipal Court $24.22 $26.41 $30.08 $24.25 CSR Rec Admin $18.68 $20.08 $22.66 $21.62 Custodian /Janitor Library $18.41 $20.65 $24.65 $19.73 Deputy Fire Chief Fire Department $48.27 $54.61 $58.48 $56.73 Deputy Treasurer Finance Department $25.64 $31.13 $37.02 $31.79 Economic Development Coordinator/Manager Administration $45.09 $52.89 $62.59 $56.08 Engineering Project Manager Engineering/Planning $39.59 $47.55 $54.70 $48.18 Environmental Sanitarian (certified) Health Department $33.58 $38.12 $43.63 $38.63 Equipment Operator / Light Equip Opr Street Department $25.92 $29.79 $34.41 $29.54 Page 32 of 201 McGrath Human Resources Group Page 4 Survey Department Avg Market Minimum Avg Market Midpoint Avg Market Maximum Avg Market Incumbent Finance Director Finance Department $50.19 $59.78 $67.52 $59.78 Fire Chief Fire Department $53.81 $62.20 $71.33 $64.42 Heavy Equipment Operators Street Department $26.33 $30.18 $35.08 $30.09 Human Resources Assistant Administration $23.21 $26.87 $30.54 $28.79 Human Resources Specialist/Generalist Administration $32.69 $37.94 $43.44 $37.18 IT Specialist Administration $30.82 $35.74 $42.00 $35.70 Journey/Master Electrician Building Inspection $34.07 $36.52 $41.71 $44.29 Lead Mechanic Street Department $29.92 $33.83 $39.84 $35.70 Legal Assistant City Attorney $24.58 $28.22 $34.35 $28.36 Library Assistant Library $20.05 $22.80 $26.55 $21.76 Library Director Library $43.72 $52.18 $60.79 $50.36 LPN Health Department $28.09 $32.19 $36.62 $0.00 Mechanic Street Department $27.71 $32.23 $37.93 $34.03 Media and Communications Director Media Productions $32.63 $37.22 $42.81 $35.80 Media Producer Media Productions $29.17 $33.56 $39.40 $31.96 Office Coordinator Health Department $25.64 $29.81 $34.90 $28.36 Office Manager Rec Admin $30.77 $35.15 $39.76 $34.06 Paralegal City Attorney $29.93 $34.05 $39.44 $35.85 Parks Maintenance Technician Park Department $25.15 $29.52 $33.85 $28.15 Parks Maintenance Worker Park Department $23.53 $26.02 $31.25 $27.75 Parks Manager/Supervisor Park Department $37.47 $43.23 $50.46 $40.57 Police Captain Police Department $46.59 $52.60 $60.66 $62.00 Police Chief Police Department $51.77 $59.79 $69.21 $65.36 Police Sergeant Police Department $40.70 $47.32 $50.20 $49.05 Preparedness Planner Health Department $34.00 $39.58 $45.09 $31.13 Property/Evidence Technician Police Department $24.68 $28.21 $31.73 $29.48 Public Health Nurse Health Department $34.53 $39.07 $44.98 $40.05 Public Health Officer Health Department $48.54 $57.77 $65.12 $55.46 Public Works Director Engineering/Planning $55.13 $58.56 $69.22 $64.66 Records Specialist Police Department $23.04 $28.17 $30.79 $29.01 Recreation and Parks Director Rec Admin $43.27 $48.56 $57.62 $52.68 Recreation Manager - Aquatics Rec Admin $31.12 $35.23 $42.27 $33.27 Recreation Manager - League (Adult & Youth) Rec Admin $31.12 $35.23 $42.27 $33.27 Special Events Coordinator Rec Admin $26.33 $30.61 $35.54 $28.86 Sr Maintenance Technician Library $26.50 $31.18 $36.26 $33.50 Sr Maintenance Technician Police Department $26.50 $31.18 $36.26 $33.50 Streets Superintendent/Manager Street Department $41.32 $48.32 $56.19 $45.06 Streets Worker Street Department $24.22 $26.66 $32.43 $22.33 Tech Services Assistant /Cataloging Library $19.75 $22.97 $26.34 $20.53 Teen Library Specialist Library $20.05 $22.69 $26.55 $21.80 Utilities Maintenance Technician Wastewater $27.83 $33.00 $38.17 $32.49 Utility Billing Clerk Water $21.82 $25.09 $29.46 $25.73 Utility Billing Coordinator Water $26.41 $31.19 $35.84 $32.39 W/WW Utilities Maintenance Foreman Wastewater $36.98 $41.35 $46.10 $41.99 Wastewater Coll. System Crew Leader Wastewater $0.00 $0.00 $0.00 $34.79 Page 33 of 201 McGrath Human Resources Group Page 5 Survey Department Avg Market Minimum Avg Market Midpoint Avg Market Maximum Avg Market Incumbent Wastewater Plant Operations Foreman Wastewater $31.80 $34.53 $38.25 $37.25 Wastewater Systems Operator Advanced Wastewater $27.53 $31.75 $37.16 $32.95 Wastewater Systems Operator Basic Wastewater $26.85 $31.55 $35.54 $32.88 Water Distrib. Tech Water $26.81 $30.11 $33.45 $0.00 Water Operations Foreman Water $34.08 $36.67 $40.57 $37.53 Water Operations/Distrib. Crew Leader Water $34.08 $36.67 $40.57 $37.53 Water Operator II/III Water $28.04 $32.48 $37.46 $32.28 Water Operator IT Water $24.95 $27.84 $31.22 $0.00 Youth Librarian Library $27.04 $31.65 $36.19 $29.14 Zoning Administrator Building Inspection $43.71 $51.75 $59.51 $47.32 Benefit Survey Results In addition to compensation, the project provided an analysis of major benefits offered among comparables. We are able to share aggregated information for Health Insurance premiums paid by employees, Holidays, and Paid Time Off. Medical Insurance It is extremely difficult to compare health insurance, as the number of plans , plan designs and employer contributions toward pr emiums, deductibles and/or Health Savings Accounts are significantly different among organizations. What can be compared is the highest annual risk to employee, which calculates the annual premium and the health plan’s out-of-pocket maximum. Health Insurance Premiums & Deductibles Highest Annual Risk to Employee Number of Comps Reporting this Answer *Comp may offer multiple plans. Single Insurance Plans $0 – $2,999 7 $3,000 - $5,999 13 $6,000 - $9,999 7 $10,000 - $14,999 8 Family Insurance Plans $0 - $5,999 6 $6,000 – $11,999 13 $12,000 - $19,999 7 $20,000 - $31,999 8 Page 34 of 201 McGrath Human Resources Group Page 6 Holidays The following figure displays the observed holidays based on the number of comparables that reported them: Additionally, comparables reported, on average, two (2) personal days/floating holidays per year. Vacation Leave The comparables provide a range of 5-10 days during the first year of service, with the majority reporting a starting accrual of 10 days annually. The maximum number of vacation accruals range from 25-30 days , with the average accrual of respondents at 200 hours, which is occurring between the 15th and 25th year of employment. Page 35 of 201 McGrath Human Resources Group Page 7 Sick Leave Comparables reported a range of sick leave accrual between 6 -12 days with most at 12 days. The maximum allowed balance range between 25-180 days. Consulting Services Available The McGrath Human Resources Group provides a full range of human resource services, primarily for the public sector, with an emphasis on all aspects of compensation. We offer a transparent, engaging, and collaborative approach with fresh ideas and utilizing best practices. Our services include: ❖ Compensation & Benefit Analysis ❖ FLSA Compliance Analysis ❖ Human Resources Audits ❖ Job Description Development ❖ Employee Handbook Development ❖ Executive Recruitment ❖ Performance Management Programs ❖ Human Resource Policy Development ❖ Training ❖ Assessment Center Testing A full listing and additional information are on our website: www.mcgrathhumanresources.com. Achieve a competitive advantage by realizing the full potential of a strategically focused, committed, and competent work force. Whether you are establishing basic human resource practices or need assistance on a complex project, our consultants enable you r organization to meet its objectives , increase productivity and innovation while maximizing the return of your investment. A Final Word Thank you again for your participation in this important project for the City of Watertown. If we can answer any questions, or be of service, please contact the project manager or CEO listed on the cover sheet of this report. Page 36 of 201 BUSINESS OF THE GENERAL GOVERNMENT & FINANCE COMMITTEE MEETING DATE: April 20, 2026 PLACEMENT: Action Item ITEM TITLE: Equity Salary Adjustment for Fire Chief Delain (ACTION) SUBMITTED BY: Matthew Uselding, Finance Director SUMMARY EXPLANATION: As of the current reporting period, total salary expenditures across all departments are $2,924,167.53, representing 25.43% of the adopted annual salary budget of $11,498,153. Overall, expenditures are tracking slightly below the expected pace for this point (26.9%) in the fiscal year, indicating generally favorable budget performance. Departmental Highlights Most departments are trending within a reasonable range of expected spending (approximately 25% year-to-date). Notable observations include: • In Line with Expectations (25–30%) o Police Administration (27.0%), Police Patrol (24.4%), Fire Protection (24.4%) o Highway (28.0%), Parks (28.3%), Planning & Zoning (28.0%) o Library (27.3%), Building & Grounds (24.2%) • Slightly Elevated o Fire Administration (31.9%) are modestly ahead of pace but not currently concerning. • Below Expected Pace o Engineering (17.3%), Yard Waste (20.9%), Clerk (22.0%), and Recreation (22.2%) are tracking below budget, likely due to timing of staffing or seasonal fluctuations. Salary Type Breakdown • Full-Time Wages: $2,537,133.45 (25.72%) – consistent with expectations • Part-Time Wages: $199,645.30 (18.06%) – below pace, likely due to seasonal hiring patterns • Board & Commissions: $14,260.49 (28.81%) – slightly elevated but within reason • Overtime: $173,128.29 (55.28%) – significantly above expected pace and warrants monitoring Key Takeaways • Overall salary expenditures are well-controlled and slightly under budget through the current period. Page 37 of 201 • Overtime is the primary area of concern, trending at over 55% of the annual budget, which may indicate staffing pressures or operational demands that should be monitored closely. • Part-time and certain departmental wages are lagging, which may offset some upward pressure from overtime. Conclusion At this stage, the Village is in a favorable position with respect to salary expenditures, with most departments operating within expected ranges. Continued monitoring of overtime and staffing trends will be important to ensure expenditures remain within budget through the remainder of the fiscal year. Page 38 of 201 Row Labels Department Budget YTD Acutal Percent of Budget 10500000 Non-D 109,920.00$ -$ 0.0% 10510000 Village Board 42,000.00$ 13,595.21$ 32.4% 10521000 Admin 122,740.00$ 36,370.00$ 29.6% 10531000 Clerk 237,173.00$ 52,192.46$ 22.0% 10532000 Finance 170,811.00$ 51,245.76$ 30.0% 10533000 Assessor 500.00$ -$ 0.0% 10541000 PD Admin 1,818,174.00$ 490,094.04$ 27.0% 10542000 PD Patrol 2,532,373.00$ 618,892.12$ 24.4% 10543000 PD Detective 322,856.00$ 96,700.70$ 30.0% 10545000 Emergency Management 6,795.00$ 1,935.61$ 28.5% 10551000 Fire Admin 465,876.00$ 148,641.85$ 31.9% 10552000 Fire Protection 2,187,990.00$ 534,645.59$ 24.4% 10561000 Engineering 88,393.00$ 15,264.57$ 17.3% 10562000 Highway 753,180.05$ 210,952.61$ 28.0% 10563000 Parks 426,420.98$ 120,471.69$ 28.3% 10564000 Building & Grounds 501,420.97$ 121,145.70$ 24.2% 10565000 Yard Waste 58,920.00$ 12,290.20$ 20.9% 10570000 Library 628,131.00$ 171,628.41$ 27.3% 10581000 Inspection 32,430.00$ 9,049.98$ 27.9% 10582000 Planning & Zoning 176,682.00$ 49,489.52$ 28.0% 10591000 Recreation 748,097.00$ 165,804.01$ 22.2% 10592000 Senior Center 67,270.00$ 3,757.50$ 5.6% Grand Total 11,498,153.00$ 2,924,167.53$ 25.43% Type Budget YTD Acutal Percent of Budget Full Time 9,864,924.00$ 2,537,133.45$ 25.72% Part Time 1,105,649.00$ 199,645.30$ 18.06% Board & Commissions 49,500.00$ 14,260.49$ 28.81% Personnel Cost Adj 234,920.00$ -$ 0.00% Vacany & Turnover (125,000.00)$ -$ 0.00% Election Workers 55,000.00$ -$ 0.00% Overtime 313,160.00$ 173,128.29$ 55.28% 11,498,153.00$ 2,924,167.53$ 25.43% Page 39 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: 2026 Budget Amendment to Carry Over 2025 Funds to FY2026 for Projects Not Completed (ACTION) SUBMITTED BY: SUMMARY EXPLANATION: The Department of Public Works (DPW) has requested authorization to roll over funds from the FY2025 budget into FY2026 for several projects that were previously approved but were not completed during the 2025 fiscal year. These funds would allow staff to complete the originally planned improvements without requiring new budget appropriations. The requested rollovers are as follows: • 10563000-591800 – Library HVAC Upgrades: $22,000 • 10563000-591900 – Senior Center Alarm Upgrade: $9,900 • 10562000-591000 – Truck #790 Truck Boxes: $3,000 • The total rollover request is $34,900. Approval of this request will allow DPW staff to proceed with these projects in FY2026 using funds that were previously budgeted and allocated for these purposes. ATTACHMENT: STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 40 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Resolution ITEM TITLE: An Ordinance Repealing and Recreating Section 1.50 of the Germantown Municipal Code Relating to Municipal Court Assessments and Fees. (ACTION) SUBMITTED BY: Brian Sajdak, Attorney SUMMARY EXPLANATION: Background The Legislature has adopted 2025 Wisconsin Act 113 which authorizes an increase in court fees imposed in municipal court actions. The Court can now collect up to $48.00 in court fees, which is divided to provide for $43.00 to the Court and $5.00 to the State. This is an increase of $10.00 per citation. The court costs were last increased in 2013, which saw a similar $10 increase from $28.00 to $38.00 ($33.00 to the Court and $5.00 to the State). Analysis The increase in fees necessitates an amendment to the Village's ordinances and deposit schedule (a/k/a/ the bond schedule). As a refresher, the deposit schedule reflects the amount for each violation that will appear on a citation issued by the Village. For most people, this amount reflects what they would pay upon a finding of guilty to the citation as it is written. However, for out-of-state residents, the deposit amount reflects the amount of the bond that the individual would have to pay before being released (thus the alternate name of "bond schedule"). The deposit amount for a typical citation is broken down as follows: Base Fine + Court Costs + State/Jail Fees + State Penalty Assessment = Deposit Amount. Some other violations, like operating while intoxicated, have additional fees/assessments added by the State. The attached schedule provides a breakdown of these amounts utilizing the increased court fees. This ordinance will have the effect of amending the deposit schedule to reflect the increase in only the court costs component. All other components will remain the same. In other words, the deposit amounts for all violations will increase by $10. The ordinance also provides for an amendment to the language which removes the specific dollar amounts from the ordinance. This change reflects best practice and allows for future changes to be made by simply adopting a new deposit schedule by resolution as opposed to both an ordinance change and resolution which would be required under the current code. Fiscal Impact Page 41 of 201 The increased court fees will help fund Mid-Moraine Municipal Court operations, of which the Village is a member. Under the Operating Agreement for the Court, the municipal portion of court costs (e.g., the $43 paid to the Court) are maintained in the Municipal Court operational account. Any excess revenue over budgeted expenditures is to be disbursed to member municipalities at the end of each fiscal year. The attached chart provides the annual revenue generated to the member communities. ATTACHMENT: 1. Forfeiture Table Eff March 22, 2026 2. MMMC Citations and Fines Paid Summary 3. Municipal Court Costs Ordinance - 4.3.2026 STAFF RECOMMENDATION: A motion to recommend to the Village Board the adoption of the proposed ordinance as presented. ACTION BY COMMITTEE: The General Government & Finance Committee approved unanimously on April 20, 2026. Page 42 of 201 MID-MORAINE MUNICIPAL COURT FORFEITURE TABLE Effective: March 22, 2026 FINE Crt Costs State CC PA (26%) Drug Fee Jail Asmnt $ 5.00 $ 43.00 $ 5.00 $ 1.30 $ 13.00 $ 10.00 $ 10.00 $ 43.00 $ 5.00 $ 2.60 $ 13.00 $ 10.00 $ 15.00 $ 43.00 $ 5.00 $ 3.90 $ 13.00 $ 10.00 $ 20.00 $ 43.00 $ 5.00 $ 5.20 $ 13.00 $ 10.00 $ 25.00 $ 43.00 $ 5.00 $ 6.50 $ 13.00 $ 10.00 $ 30.00 $ 43.00 $ 5.00 $ 7.80 $ 13.00 $ 10.00 $ 35.00 $ 43.00 $ 5.00 $ 9.10 $ 13.00 $ 10.00 $ 40.00 $ 43.00 $ 5.00 $ 10.40 $ 13.00 $ 10.00 $ 45.00 $ 43.00 $ 5.00 $ 11.70 $ 13.00 $ 10.00 $ 50.00 $ 43.00 $ 5.00 $ 13.00 $ 13.00 $ 10.00 $ 55.00 $ 43.00 $ 5.00 $ 14.30 $ 13.00 $ 10.00 $ 60.00 $ 43.00 $ 5.00 $ 15.60 $ 13.00 $ 10.00 $ 65.00 $ 43.00 $ 5.00 $ 16.90 $ 13.00 $ 10.00 $ 70.00 $ 43.00 $ 5.00 $ 18.20 $ 13.00 $ 10.00 $ 75.00 $ 43.00 $ 5.00 $ 19.50 $ 13.00 $ 10.00 $ 80.00 $ 43.00 $ 5.00 $ 20.80 $ 13.00 $ 10.00 $ 85.00 $ 43.00 $ 5.00 $ 22.10 $ 13.00 $ 10.00 $ 90.00 $ 43.00 $ 5.00 $ 23.40 $ 13.00 $ 10.00 $ 95.00 $ 43.00 $ 5.00 $ 24.70 $ 13.00 $ 10.00 $ 100.00 $ 43.00 $ 5.00 $ 26.00 $ 13.00 $ 10.00 $ 105.00 $ 43.00 $ 5.00 $ 27.30 $ 13.00 $ 10.00 $ 110.00 $ 43.00 $ 5.00 $ 28.60 $ 13.00 $ 10.00 $ 115.00 $ 43.00 $ 5.00 $ 29.90 $ 13.00 $ 10.00 $ 120.00 $ 43.00 $ 5.00 $ 31.20 $ 13.00 $ 10.00 $ 125.00 $ 43.00 $ 5.00 $ 32.50 $ 13.00 $ 10.00 $ 130.00 $ 43.00 $ 5.00 $ 33.80 $ 13.00 $ 10.00 $ 135.00 $ 43.00 $ 5.00 $ 35.10 $ 13.00 $ 10.00 $ 140.00 $ 43.00 $ 5.00 $ 36.40 $ 13.00 $ 10.00 $ 145.00 $ 43.00 $ 5.00 $ 37.70 $ 13.00 $ 10.00 $ 150.00 $ 43.00 $ 5.00 $ 39.00 $ 13.00 $ 10.00 $ 155.00 $ 43.00 $ 5.00 $ 40.30 $ 13.00 $ 10.00 $ 160.00 $ 43.00 $ 5.00 $ 41.60 $ 13.00 $ 10.00 $ 165.00 $ 43.00 $ 5.00 $ 42.90 $ 13.00 $ 10.00 $ 170.00 $ 43.00 $ 5.00 $ 44.20 $ 13.00 $ 10.00 $ 175.00 $ 43.00 $ 5.00 $ 45.50 $ 13.00 $ 10.00 $ 180.00 $ 43.00 $ 5.00 $ 46.80 $ 13.00 $ 10.00 $ 185.00 $ 43.00 $ 5.00 $ 48.10 $ 13.00 $ 10.00 $ 190.00 $ 43.00 $ 5.00 $ 49.40 $ 13.00 $ 10.00 $ 195.00 $ 43.00 $ 5.00 $ 50.70 $ 13.00 $ 10.00 $ 200.00 $ 43.00 $ 5.00 $ 52.00 $ 13.00 $ 10.00 $ 210.00 $ 43.00 $ 5.00 $ 54.60 $ 13.00 $ 10.00 $ 220.00 $ 43.00 $ 5.00 $ 57.20 $ 13.00 $ 10.00 $ 225.00 $ 43.00 $ 5.00 $ 58.50 $ 13.00 $ 10.00 $ 235.00 $ 43.00 $ 5.00 $ 61.10 $ 13.00 $ 10.00 $ 250.00 $ 43.00 $ 5.00 $ 65.00 $ 13.00 $ 10.00 $ 275.00 $ 43.00 $ 5.00 $ 71.50 $ 13.00 $ 10.00 Page 43 of 201 $ 300.00 $ 43.00 $ 5.00 $ 78.00 $ 13.00 $ 10.00 $ 325.00 $ 43.00 $ 5.00 $ 84.50 $ 13.00 $ 10.00 $ 345.00 $ 43.00 $ 5.00 $ 89.70 $ 13.00 $ 10.00 $ 350.00 $ 43.00 $ 5.00 $ 91.00 $ 13.00 $ 10.00 $ 375.00 $ 43.00 $ 5.00 $ 97.50 $ 13.00 $ 10.00 $ 400.00 $ 43.00 $ 5.00 $ 104.00 $ 13.00 $ 10.00 $ 425.00 $ 43.00 $ 5.00 $ 110.50 $ 13.00 $ 10.00 $ 435.00 $ 43.00 $ 5.00 $ 113.10 $ 13.00 $ 10.00 $ 450.00 $ 43.00 $ 5.00 $ 117.00 $ 13.00 $ 10.00 $ 475.00 $ 43.00 $ 5.00 $ 123.50 $ 13.00 $ 10.00 $ 500.00 $ 43.00 $ 5.00 $ 130.00 $ 13.00 $ 10.00 $ 525.00 $ 43.00 $ 5.00 $ 136.50 $ 13.00 $ 10.00 $ 545.00 $ 43.00 $ 5.00 $ 141.70 $ 13.00 $ 10.00 $ 550.00 $ 43.00 $ 5.00 $ 143.00 $ 13.00 $ 10.00 $ 575.00 $ 43.00 $ 5.00 $ 149.50 $ 13.00 $ 10.00 $ 600.00 $ 43.00 $ 5.00 $ 156.00 $ 13.00 $ 10.00 $ 750.00 $ 43.00 $ 5.00 $ 195.00 $ 13.00 $ 10.00 $ 1,000.00 $ 43.00 $ 5.00 $ 260.00 $ 13.00 $ 10.00 $ 5,000.00 $ 43.00 $ 5.00 $ 1,300.00 $ 13.00 $ 50.00 OWI Forfeitures Bond Amt Fine $ 150.00 $ 200.00 $ 225.00 $ 250.00 $ 275.00 Court Costs $ 43.00 $ 43.00 $ 43.00 $ 43.00 $ 43.00 CC State $ 5.00 $ 5.00 $ 5.00 $ 5.00 $ 5.00 Penalty Asmt $ 39.00 $ 52.00 $ 58.50 $ 65.00 $ 71.50 Drug Fee $ 13.00 $ 13.00 $ 13.00 $ 13.00 $ 13.00 Jail Assmnt $ 10.00 $ 10.00 $ 10.00 $ 10.00 $ 10.00 Safe Ride Sur $ 75.00 $ 75.00 $ 75.00 $ 75.00 $ 75.00 OWI Surchg $ 535.00 $ 535.00 $ 535.00 $ 535.00 $ 535.00 Total $ 870.00 $ 933.00 $ 964.50 $ 996.00 $ 1,027.50 IID (over .15) $ 50.00 $ 50.00 $ 50.00 $ 50.00 $ 50.00 Total $ 920.00 $ 983.00 $ 1,014.50 $ 1,046.00 $ 1,077.50 Reckless Drvg Forfeiture Fine $ 200.00 Court Costs $ 43.00 CC State $ 5.00 Penalty Asmt $ 52.00 Drug Fee $ 13.00 Jail Assmnt $ 10.00 Safe Surchrg $ 75.00 OWI Surchg $ 535.00 Total $ 933.00 MID-MORAINE MUNICIPAL COURT FORFEITURE TABLE Effective: March 22, 2026 FINE Crt Costs State CC PA (26%) Drug Fee Jail Asmnt Page 44 of 201 TOTAL $ 77.30 $ 83.60 $ 89.90 $ 96.20 $ 102.50 $ 108.80 $ 115.10 $ 121.40 $ 127.70 $ 134.00 $ 140.30 $ 146.60 $ 152.90 $ 159.20 $ 165.50 $ 171.80 $ 178.10 $ 184.40 $ 190.70 $ 197.00 $ 203.30 $ 209.60 $ 215.90 $ 222.20 $ 228.50 $ 234.80 $ 241.10 $ 247.40 $ 253.70 $ 260.00 $ 266.30 $ 272.60 $ 278.90 $ 285.20 $ 291.50 $ 297.80 $ 304.10 $ 310.40 $ 316.70 $ 323.00 $ 335.60 $ 348.20 $ 354.50 $ 367.10 $ 386.00 $ 417.50 MID-MORAINE MUNICIPAL COURT FORFEITURE TABLE Effective: March 22, 2026 Page 45 of 201 $ 449.00 $ 480.50 $ 505.70 $ 512.00 $ 543.50 $ 575.00 $ 606.50 $ 619.10 $ 638.00 $ 669.50 $ 701.00 $ 732.50 $ 757.70 $ 764.00 $ 795.50 $ 827.00 $ 1,016.00 $ 1,331.00 $ 6,411.00 $ 300.00 $ 43.00 $ 5.00 $ 78.00 $ 13.00 $ 10.00 $ 75.00 $ 535.00 $ 1,059.00 $ 50.00 $ 1,109.00 Published: 03/21/26 TOTAL MID-MORAINE MUNICIPAL COURT FORFEITURE TABLE Effective: March 22, 2026 Page 46 of 201 2021 2022 2023 2024 2025 C-West Bend 3,317 3,318 2,733 2,673 2,605 V-Germantown 1,151 1,430 1,538 1,177 1,199 C-Hartford 1,834 1,352 1,693 1,606 1,654 V-Kewaskum 628 571 502 398 390 V-Slinger 1,178 1,347 1,589 1,192 1,165 V-Jackson 1,081 912 1,277 972 738 C-Port Washington 1,015 934 1,106 1,093 920 V-Grafton 760 564 554 661 590 V-Saukville 1,006 919 758 753 667 C-Cedarburg 662 558 496 406 392 T-Thiensville 319 428 325 300 332 C-Mequon 1,704 2,247 2,386 2,535 1,980 V-Fredonia 91 98 80 63 65 V-Newburg 84 75 125 107 141 T-Trenton 129 233 135 419 615 T-Hartford 68 51 80 72 83 Total 17,048 17,059 17,400 16,451 15,561 2021 2022 2023 2024 2025 C-West Bend 248,519$ 231,996 $ 240,243 $ 192,732$ 163,801 $ V-Germantown 152,300$ 133,353 $ 136,557 $ 123,567$ 108,948 $ C-Hartford 102,755$ 98,677 $ 66,785 $ 63,038$ 88,749 $ V-Kewaskum 24,488$ 22,992 $ 26,559 $ 17,887$ 12,845 $ V-Slinger 53,973$ 52,132 $ 48,525 $ 48,739$ 38,624 $ V-Jackson 34,972$ 51,035 $ 36,786 $ 30,111$ 28,325 $ C-Port Washington 62,235$ 56,054 $ 36,693 $ 36,670$ 42,483 $ V-Grafton 44,595$ 41,069 $ 29,343 $ 22,612$ 32,023 $ V-Saukville 33,798$ 42,672 $ 37,138 $ 33,332$ 31,847 $ C-Cedarburg 37,107$ 36,534 $ 25,341 $ 22,885$ 19,410 $ T-Thiensville 19,177$ 12,538 $ 10,749 $ 9,390$ 10,789 $ C-Mequon 99,210$ 101,056 $ 82,636 $ 70,945$ 71,562 $ V-Fredonia 6,518$ 2,984 $ 2,817 $ 2,442$ 1,585 $ V-Newburg 5,690$ 1,952 $ 2,908 $ 2,892$ 2,419 $ T-Trenton 8,854$ 4,173 $ 7,164 $ 7,106$ 3,833 $ T-Hartford 942$ 3,629$ 4,788 $ 874$ 4,310$ Total 937,154$ 894,868 $ 797,055 $ 687,245 $ 663,575 $ Citations Processed Fines Paid to Municipalities Mid-Moraine Municipal Court Citations and Fines Summary 2021-2025 Page 47 of 201 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY ORDINANCE NO. _____-2026 AN ORDINANCE REPEALING AND RECREATING SECTION 1.50 OF THE GERMANTOWN MUNICIPAL CODE RELATING TO MUNICPAL COURT ASSESSMENTS AND FEES WHEREAS, the Village Board previously enacted section 1.50 of the Germantown Municipal Code which establishes the amount of assessments and fees that are assessed by the municipal court for violations; and WHEREAS, the Wisconsin Legislature enacted 2025 Wisconsin Act 113, which became effective March 22, 2026, increased the amount of municipal court fees which are required to be paid by certain violators upon conviction. NOW, THEREFORE, the Village Board of the Village of Germantown, Wisconsin, do ordain as follows: SECTION I Section 1.50 of the Germantown Municipal Code is repealed and recreated to read as follows: 1.50 - ASSESSMENTS AND SURCHARGES. (1) PENALTY SURCHARGE. The penalty surcharge imposed by the Municipal Court as mandated by Wis. Stats. § 757.05(1)(a), shall, for offenses committed in the Village of Germantown on or after the effective date of this article, be levied in that amount scheduled for the offense as a component of the Municipal Court schedule of permitted deposits, as adopted by the Village Board from time to time by resolution. (2) ASSESSMENTS. Municipal Court costs as governed by Wis. Stat. § 814.65 for actions filed after the effective date of this section, arising out of offenses committed in the Village of Germantown , shall be assessed in that amount scheduled for the offense as a component of the Municipal Court schedule of permitted deposits, as adopted by the Village Board from time to time by resolution. SECTION II Notwithstanding the above, t he schedule of permitted deposits in connection therewith shall be amended accordingly to reflect the imposition of the maximum amount of court fees allowed under 2025 Wisconsin Act 113. Future amendments to the schedule of permitted depositions shall be by resolution adopted by the Village Board upon the recommendation of the Municipal Court pursuant to Wis. Stat. § 800.037. Page 48 of 201 ORDINANCE NO. ______-2026 Page 2 2 SECTION III The terms and provisions of this ordinance are severable. Should any term or provision of this ordinance be found to be invalid by a court of competent jurisdiction, the remaining terms and provisions shall remain in full force and effect. SECTION IV All ordinances or parts of ordinances contravening the terms of this ordinance are hereby to that extent repealed. SECTION V This ordinance shall take effect and be in full force upon its passage and the day after its publication. Adopted: ____________________ ______________________________________ Robert A Soderberg, Village President ATTEST: ____________________________________ Donna Ott, Village Clerk Approved as to form: ____________________________ Brian C. Sajdak, Village Attorney Published: Page 49 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Temporary Class "B" Beer/"Class B" Wine Application for Deutschstadt Heritage Foundation, Maifest - May 15-17, 2026 (ACTION) SUBMITTED BY: Kasie Miller, Chief Deputy Clerk SUMMARY EXPLANATION: ATTACHMENT: 1. 05.15.26-05.17.26 Maifest - Beer and Wine_Redacted STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 50 of 201 Page 51 of 201 Page 52 of 201 Page 53 of 201 Page 54 of 201 Page 55 of 201 Page 56 of 201 Page 57 of 201 Page 58 of 201 Page 59 of 201 Page 60 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Resolution Disallowing the Claim of Davine Black (ACTION) SUBMITTED BY: Donna Ott, Village Clerk SUMMARY EXPLANATION: ATTACHMENT: 1. Resolution Disallowing Claim 2. Redacted Claim STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 61 of 201 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY RESOLUTION NO. ______ - 2025 A RESOLUTION DISALLOWING THE CLAIM OF DAVINE BLACK FOR VEHICLE DAMAGE WHEREAS, Davine Black filed a claim with the Village on March 09, 2026, for damage to vehicle allegedly caused by a pothole while driving south on Hilltop Drive in the Village of Germantown; and WHEREAS, the claim was forwarded to the Village's Attorney, who has reviewed the claim and recommended that the Village disallow the claim; and NOW THEREFORE, BE IT RESOLVED by the Village Board of the Village of Germantown, Wisconsin, that the claim of Davine Black described above is hereby disallowed as that term is used in Wis. Stat. §893.80; and BE IT FURTHER RESOLVED, that the Village Clerk's Office is directed pursuant Wis. Stat. §893.80( I g) to provide Davine Black with written notice of the disallowance. Adopted: May 4, 2026 ______________________________________ Robert A Soderberg, Village President ATTEST: ___________________________ Donna Ott, Village Clerk Page 62 of 201 Village Clerk Nl12 W17001 Mequon Road P.O. Box 337 Germa ntown, Wisconsin 53022-0337 Phone: (26212504700 www.germantownwi.gov Name: Address: RECEIVED l'lAR 0 g 20?a VIIJ.AGE OF GERMANTOWN CLERK'S OFFICE NOI'ICI OF CLN IM Village of EL 6ermafiibr' ...Sillhrnmrn lncidenti t lnfbrmation Date \q 2b'Lb Time: a"p?corx 8o.rn CIRCIJ STANC ES OF CLAIM In the space belolv briefly describe the circumstances of'your claim. (Attach additional sheets. if necessary.) For auto dantages. attach a copy ol'police repoft. if arry. and attach a diagram of the accident scene indicating north" south. east or west corners if the accident occurrecl at an intersection. For bodily injury. indicate nature ol'irrjur;- and rvhetheror not rnedical attention rvas given and give thc name o{'thc ian. Also identily'any witnesses to the incident/acciclent. Signed o- ,l )a,,rr^, Date: **t(*********************{.++*{<{<*******{.*+*****s***t**,t****{.**{<******{c*{<******** CLAIfuI NOTE: You are not recluiretl to rnake a clairn at this tirne. As long as you have ftled the above Notice of Clairn you rnay file a clainr rvith the Village at any time consistent with the applicable statute ol'limitations. Florvever. in order fbr the Village to lorrrrally accept or deny your clainr at this tirne. thc tbllorving clainr must be conrpleted ancl signecl. Place il,:lilop dnvc lntri"nf W -fhc ttndersigned hercbl'tnakes a clairn lrgainst the Villagc of arising out of the circunrstances clescribed above in the arnounr ol$ B'13:63, Phone: 'l'o process this clainr it is necessary to detail allclamages being sought Signecl 2 Ernail Address: ? 3 Page 63 of 201 Village Clerk N't12 W17001 Mequon Road P.O. Box 337 Germantown, Wisconsin 53022-0337 Phone: {262) 2504700 www.germantownwi.gov Name: Address AVitlL lacL Village of 6wmanlsfun ...$illhmnmen NOI'ICE OF CLAIM Incident/Acc Inlormation Date: Al 7a G Tirne: Saryr Phone Place: 11; il 169 dr i,', Fo",t ,# tlralzllcece-_T C I RCUMST"ANC[S OF CLAIM-ADDTIONAL SI-IEEl' In the space belorv briefly describe the circumstances of your clairn. (Attach additional sheets. if' necessary.) For auto danrages, attach a copy of police report. if any. and attach a cliagram of the accident scene inclicating north. soutlt. east or west corners if the acciclent occurrecl a[ an intersection. For bodily injury. irrdicate nature of irr.iur,r'and rvhether or not nredicalattention rvas given and give the name of'the physician. Also identifi witnesses to the incident/accident, + 'tl Sco s g,*13 o t"l e.C'{\ Signed aAtu\t Date Page 64 of 201 MERCTTIES BENZ OF silrft*usE NORrH riciti W sriv'cR SPRING DR Mtlwauiee Wl 53209 414'i901400 !S'EEnrz -: NORTH ilwaut<ee, Wl 53209 90.1 400 SERVICE DEPARTMENT HOURS 7:30 a.m. to 5:30 P'm' MondaY - Frlday 8:00 a.m. to 4:00 P'm' SaturdaY 1 te/26 53QJZtJ+51 TODD DEKKER 5sswF6 EB2HUl95469 Lt/ ]L/ L6 862TTE 1i rs9 **..iidr*r7356 OUNT: IAL: I l:51 I Batch:06 , i TAP 't/t* $ 6-'$.68 $ 873 t"" bs ) 3 ArrtiOvAu rii?99\ rl ii99 t\ 60'1117008030\ Pre-Invo ic2l 2601 9L54L9L541, 09 L5 2L WH c43W4 Service Arlvis;or / 'i'aq ll [\lilcaee ln R/O Ctose Date Staltts llome Pitone l\4ode I Work Pllone Color Licr.,'nse Nrrmbcr Datet) ln-senrice Dale ir. ie It -POINT INSPECTION INT INSPECTION INT INSPECTION AND PAR-TS At\,iOUNT #2 - CC: **EFFECTTvE Lo / L/ 25 r{FlI Fes ron ALL cREDTT cARD WILL BE A 3? PROCESSING TRANSACTIONS ** Sub Total: .00 #l - Customer Reporfs: AfiiaE oN DAMAGED FRoNr wHEEL Caused bY niPl,ace beMaosP FRoNT-wI{EEI' QUoTED our ;-\i;il-rnoNt-trtns ' cHEcKED RrM sFoR 6RAci-s AIID DrD Nor FrND Al{Y ' Sub Total: .00 #4 i#iiE;'"3;n*';l3tlr rrRES As NEcEssARY - BQ84 02375 Caused bY CHECK BOTH FRONT TIRES QUOTED OUT BOTIT FRONT TIRES Sub Total:.00 'l wilh tho dEc€$ary mstodsl 6r{cls3 l€ft in lhe vghiclB ln and sgroa Page 65 of 201 2L/260r. 9L54L 09 Ls/2L DIA},IOND WHc43W4MERCEDES B20L7 R/O Close Datc: Status Dale RiO Number lr4ileacle Out Service Advisor / Ta Year tulodellvlake Color Liccnse Nunttrer Delivery Date ln-Service te Vclricle lclcntilicalion Ntttnber Sub Total: .00 - - - -.,fL #e * USD: UNSCHEDULED SERVICE DROP-OFF Sub Total: '00 #l * G2TIRE: MOUNT & BAIJANCE 2 NEW TIRES *TIRES.2:FRoNTI-,EFTTIREHAsBEENBI,owNoUTFRo Caused bY MOUNT C bAT.^EXCE 2 NEW TIRES Tech: IVAI{ BARBERENA (540) Caused bY DOT : RF/LF- L93X2664V3225 Installed Q I 40 3984 :TrRE, PTRELLI 225/40R19 SKU 2@366'00 Installed' BAI.,ALIIM :WEIGHT 2@4 ' 50 MOTJI{TED i EAI.,AI.ICED 2 NEW TIRES. TORQED TO SPEC AIVD SET PSI. Sub Total: 821'00 ************************************************************* ***EFFECTIVE to/L/25 THERE WILL BE A 3? PRoCESSING FEE * * FOR ALL CREDIT CARD TRANSACTIONS*** r{44. * ************************************************************ l.D.SALES TAx OR DEPOSIT DUE X DESCRIPTION OF SERVICE AND PARTS Afr'iOUNT NO RETURN ON ELECTRICAL OR SAFETY ITEMS OR SPE CIAL ORDERS. ^CEDES.BENZ oF- IILWAUKEE NORTH 14Oo W Silver Sprlng Or Mllwaukee, Wl 53209 Phone: (414) 2F;0'1400 SERVICE DEPARTMENT HOURS 7:30 a.m. lo 5:30 P.m' Monday - Frlday 8:00 a.m. to 4:00 P.m. Saturday 63 032043 z Pre-Invoice 91541 TODD DEKKER 55SWF5EB2HUL95469 LL/tL/L6 862TTE 80 .0 132.0 9.0 ill ilililllllllllllllllllllll I lll Page 66 of 201 Page 67 of 201 ,'. j*{ t Page 68 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Abacus Architects, Agent for DONTOF LLC, Property Owner, and Basic Metals, Inc. W180 N11819 River Lane; Certified Survey Map (CSM) application to combine two (2) existing parcels into one 7-ac parcel in the Germantown Industrial Park. (ACTION) SUBMITTED BY: Jordan Yanke, Associate Planner SUMMARY EXPLANATION: Abacus Architects has submitted a Certified Survey Map (CSM) application to combine two (2) existing parcels into one (1) parcel totaling 6.96 acres. The property is located at W180 N11819 River Lane in the Germantown Industrial Park. The purpose for the land combination is to allow a 42,000 soft addition to and connection of two existing industrial buildings into one building with a total 131,500 sqft of building area. Basic Metals opened their original facility in 1994. The proposed CSM and building addition/expansion will enable Basic Metals to support continued growth, employment and economic activity in the Village. ATTACHMENT: 1. CERTIFIED SURVEY MAP (CSM) 2. STAFF REPORT_BASIC METALS, INC._CSM 3. PROJECT NARRATIVE 4. ARCHITECTURAL RENDERING 5. SITE DEVELOPMENT, LANDSCAPE, & BUILDING PLANS 6. APPLICATION STAFF RECOMMENDATION: STAFF RECOMMENDATION: APPROVE the proposed 1-lot Certified Survey Map (CSM) for the Basic Metals property located at W180N11819 River Lane subject to one (1) condition. ACTION BY COMMITTEE: PLAN COMMISSION RECOMMENDATION: APPROVE the proposed 1-lot Certified Survey Map (CSM) for the Basic Metals property located at W180 N11819 River Lane subject to one (1) condition. Page 69 of 201 This instrument was drafted by Benjamin J. Reenders.www.cedarcreekcivil.comCEDAR CREEK CIVIL Page 70 of 201 SURVEYOR’S CERTIFICATEI, Benjamin J. Reenders, Professional Land Surveyor, hereby certify:That I have surveyed, divided and mapped Lot 1, Certified Survey Map Number 3352 and Parcel 4, Certified Survey Map Number 4387 being apart of the Southeast 1/4 of the Northwest 1/4 and the Northeast 1/4 of the Northwest 1/4 of Section 21, Township 9 North, Range 20 East,Village of Germantown, Washington County, Wisconsin bounded and described as follows:COMMENCING at the North 1/4 Corner of said Section 21; thence S0°45'37”E 1313.82 feet along the East line of said Northwest 1/4; thenceS89°04'16”W 60.00 feet to the West right-of-way line of River Lane and the POINT OF BEGINNING of this description; thence S0°45'37”E383.81 feet along said West right-of-way line; thence S89°00'41”W 334.87 feet along the North right-of-way line of Fulton Drive; thenceN0°56'59”W 384.16 feet along the West line of said Lot 1; thence S89°04'16”W 253.25 feet along the South line of said Parcel 4; thenceN0°49'13”W 295.61 feet along the West line of said Parcel 4; thence N89°04'55”E 589.70 feet along the South right-of-way line of BunsenDrive; thence S0°45'37”E 295.50 feet along the West right-of-way line of River Lane to the point of beginning.This parcel contains 303,070 square feet, or 6.958 acres.That such map is a correct representation of the exterior boundaries of the land surveyed and the division thereof.That I have fully complied with provisions of Section 236.34 of the Wisconsin Statutes and the subdivision regulation of the Village ofGermantown in surveying, dividing and mapping the same.___________________________________ Dated this _______day of ____________, 2026Benjamin J. Reenders PLS S-3114 This instrument was drafted by Benjamin J. Reenders.ENGINEERS SURVEYORS DRAFTERSwww.cedarcreekcivil.com Page 71 of 201 VILLAGE OF GERMANTOWN PLANNING COMMISSION APPROVALThis Certified Survey Map is hereby approved by the Planing Commission of the Village of Germantown on this day ___________of ______________________, 2026._____________________________________ ______________________Robert A. Soderberg, Chairman Date_____________________________________ ______________________Deborah J. Remich, Secretary DateVILLAGE OF GERMANTOWN BOARD APPROVALAPPROVED by the Village of Germantown Village Board on this ___________ day of _________________________2026._________________________________ _________________________________Village President Village Clerk This instrument was drafted by Benjamin J. Reenders.ENGINEERS SURVEYORS DRAFTERSwww.cedarcreekcivil.com CORPORATE OWNER'S CERTIFICATEDONTOF, LLC as Owner, does hereby certify the they have caused the lands described herein to besurveyed, divided, mapped, and dedicated as represented on this map. DONTOF, LLC further certifiesthat this map is required by section 236.20 or 236.12 to be submitted to the following for approval orobjection: Village of Germantown._________________________________Managing MemberWITNESS the hand and seal of said Owner on this _____ day of _____________________ 2026.STATE OF WISCONSIN )WASHINGTON COUNTY) ssPERSONALLY came before me on this ________ day of ________________, 2026The signer is to me known to be the person who executed the foregoing certificate and acknowledged thesame._______________________________ My Commission Expires _____________________Notary Public Page 72 of 201 CERTIFIED SURVEY MAP (CSM) & SITE PLAN APPLICATION 05/04/26 Village Board Meeting Abacus Architects / DONTOF LLC / Basic Metals, Inc. Village Staff Report & Recommendation Germantown, Wisconsin SUMMARY Abacus Architects, Agent for DONTOF LLC, Property Owner, and Basic Metals, Inc. Certified Survey Map (CSM) and Site Plan applications for a 42,000 sqft addition to the existing office and manufacturing facility located at W180N11819 River Lane in the Germantown Industrial Park. Location: W180N11819 River Lane Applicant/ Owner: Abacus Architects DONTOF LLC 640 N. Vel R. Phillips Ave, Suite 210 W180N11819 River Lane Milwaukee, WI 53203 Germantown, WI 53022 ----------------------------------------------------------------------------------------------------------- Zoning: M-1: Limited Industrial Adjacent Land Uses Zoning North Industrial M-1 South Industrial M-1 East Industrial/Single-Family Residential M-1/PDD-27 West Industrial M-1 Location Map Page 73 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 2 of 7 Background/Proposal Abacus Architects, Agent for DONTOF LLC, Property Owner, and Basic Metals, Inc. Certified Survey Map (CSM) and Site Plan applications for a 42,000 sqft addition to the existing office and manufacturing facility located at W180N11819 River Lane in the Germantown Industrial Park. Basic Metals is an independent metal supplier specializing in cut-to-length aluminum sheet, slit coil, and circle products (website). Originally approved for their manufacturing and warehousing facility at the subject location in 1994, the company is currently looking to expand its facility to serve their continued growth. Thus, Basic Metals has submitted this application and development proposal for consideration. Certified Survey Map (CSM) The subject site is currently comprised of two (2) parcels totaling 6.96 acres. The applicant submitted a Certified Survey Map (CSM) to combine the parcels to create one (1) lot for development purposes. The lot combination is necessary in order to accommodate the proposed building expansion and to comply with applicable zoning standards. Below are the parcels that would be combined into an individual lot: • GTNV_212904 (4.00 Acres) – Existing Basic Metals Site • GTNV_212970 (2.96 Acres) – Former VBA Site (Acquired by Basic Metals) Site Plan The total site is 6.96 acres in area with an existing 76,855 square foot manufacturing and warehouse facility (northern building) and a 12,640 square foot office building (southern building). Associated driveways and off-street parking areas serve the site. As presented on the site plan, the proposed construction includes an approximate 42,000 square foot building addition which will be connected to both existing structures. This will create one overall building/facility roughly 131,495 square feet in size. The following is a summarized list of the proposed site plan components: • 42,000 sqft building addition (total building approximately 131,495 sqft) • New truck loading and unloading area with (2) new dock doors and (4) drive-in doors • Building addition to incorporate the following: o Precast concrete wall panels with color consistent with existing manufacturing facility (northern building) o Building height of 43.5’ o Metal parapet coping o Overhead door with dock seal leveler, stops, and vehicle constraints • Existing office building portion to be repainted according to rendering • Existing off-street parking areas and driveway entrances to Fulton Drive to be reconfigured/reconstructed Parking, Access, and Traffic Circulation Access to the northern area of the site will remain the same with two (2) access driveways to/from Bunsen Drive, one serving an off-street parking lot and the other used by trucks for loading and unloading purposes. The southern portion of the site will also be served by two (2) driveways. Similar to the northern area of the site, a southern Page 74 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 3 of 7 driveway to/from Fulton Drive will serve an off-street parking lot and the other will serve trucks for loading and unloading activities. As the applicant points out in the submitted project narrative, the newly constructed southern driveway providing access to the dock doors will be 129’ in width. Given that this width is above the 35’ standard for driveways in non-residential districts, the applicant has requested the Plan Commission to vary the standard as part of their Site Plan application. The proposed project does include a reduction in the number of parking spaces in the southern part of the property (i.e. southern parking lot). Currently, there are 71 parking spaces while the proposed project would result in a total of 36 parking spaces, meaning a reduction of 35 spaces. The northern parking lot contains 40 parking spaces and will remain unchanged. Storm Water Management The proposed addition and reconfigured asphalt/concrete areas will add 0.98 acres of impervious area to the 6.96-acre site, resulting in 63% impervious lot coverage on site, or 4.39 acres (191,425 sqft) of impervious area. This percentage is below the maximum allowed percentage for the property’s M-1: Limited Industrial District designation and the Industrial Park requirements. In order to accommodate the increased impervious area, the project involves the creation of a detention pond that will be located just east of the new building addition. Landscaping and Buffering A mixture of evergreen trees, deciduous trees, and shrubs are shown as part of new landscape plantings in the application materials. The plantings are primarily shown around the southeastern part of the site, mostly surrounding the new parking lot along River Lane. Lighting Additional exterior lighting is proposed with this development. The applicant submitted a lighting plan and site photometric study, which is included as an attachment to this memo. The plan shows three (3) 20’ single-head light poles and five (5) new LED wall pack lights on the building addition. Utilities The site will continue to be served by municipal water and sanitary sewer. As shown on the submitted Certified Survey Map (CSM), there are existing easements running east/west through the middle of the site that will need to be vacated to allow for the building addition. Through separate processing and documentation, the noted 20’ public utility and drainage easement will be vacated by the Village, while the 15’ WEPCO (We Energies) easement will be released. New easements will be established to serve each entity where necessary. Signage No additional exterior signage is proposed at this time. Page 75 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 4 of 7 Staff Comments Community Development: Planning & Zoning The zoning for this parcel in the Germantown Industrial Park is M-1: Limited Industrial, and the proposed site improvements comply with the M-1 zoning district regulations. The office/manufacturing/warehousing use that Basic Metals maintains at the subject location is a desirable land use under the Village’s 2050 Comprehensive Plan in the Germantown Industrial Park. Staff finds the proposal consistent with the 2050 Comprehensive Plan. As mentioned previously, the project proposal includes a reduction in the number of off- street parking spaces in the southern part of the site. There are currently 71 spaces serving the southern building. Upon the completion of construction, a total of 36 parking spaces would be located in this same area. Given that the existing southern building (12,640 sqft) will be used as office space and the proposed building addition (42,000 sqft) will be used for warehousing purposes, 36 parking spaces are sufficient to serve that area of the site. Not only do the existing 71 spaces seem excessive, the added building area dedicated to warehousing does not factor in when determining required parking per the Zoning Code. Part of the project proposal includes reconfiguration/reconstruction of the southern driveways to/from Fulton Drive. Most importantly and pointed out in the submitted project narrative, one of the new southern driveways is shown at 129’ in width. While the Zoning Code specifies a maximum width of 35’ for driveways in non-residential districts, Code Section 17.45(4)(e) states that the Plan Commission is authorized to vary the width requirement in appropriate situations. As pointed out in the narrative, Basic Metals is requesting an increased driveway width to serve the new loading and unloading area at the southern end of the building addition. This is strictly for full-size 53’ flatbed trailers that will be coming to the site and either docking or driving into the new warehousing area. With 85’ from the front of the building to the right-of-way on Fulton Drive, the trucks will not protrude onto the public road according to the applicant, even if there is waiting time for the trucks to dock or drive into the building. In respect to the width, it is not dissimilar to existing driveway widths used for the same purpose throughout the Industrial Park. In fact, Basic Metals existing northern building is served by a driveway that is approximately 110’ in width, and nearby businesses such as D&G Transportation and Wacker Neuson have driveways that are even greater in width. The Plan Commission should discuss the driveway width and determine if the proposed 129’ width is acceptable or if modifications need to be made. The Plan Commission should also discuss the architecture of the building addition. Elevations and a rendering were submitted by the applicant and included as attachments to this memo. While there are no set design standards, the Zoning Code specifies that the Plan Commission shall act as the Architectural Review Board. Although staff understands that the building addition is intended to incorporate the design and color of Basic Metals existing facility (northern building), the addition height (43.5’) and length (324’) present a façade that could be deemed monotonous or drab. In other words, it lacks variety or architectural detail that would “break up” the large façade facing River Lane. At the same time, the overall color scheme with black and blue geometric panels on the office building against a solid brown façade behind it creates a Page 76 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 5 of 7 stark contrast that appears disjointed. The Plan Commission should discuss the design of the new building addition and overall color scheme to determine if it’s acceptable or if alterations in the design/color are warranted. Regarding the exterior lighting, the proposal is within the Village’s lighting guidelines in terms of pole height and fixture type. However, since the site is slightly higher in elevation than the Blackstone Creek residential area to the east, staff recommends additional measures be taken in order to shield any light that may emanate from the new light pole fixtures around the parking lot across River Lane to the east. A condition of approval has been added to address this. Finally, note that a condition of approval addresses existing and future roof-mounted equipment. Any existing or proposed rooftop equipment (RTU) shall be screened from view by line of sight at 5’ above grade from all property lines around the building and the centerline of the adjacent roadways. Public Works/Village Engineer/Village Surveyor The Village Engineer identified a series of technical corrections in an April 9, 2026, memo which is included as an attachment to this report. The Village Surveyor has also identified a series of technical corrections in a February 25, 2026, memo which is included as an attachment as well. The applicant will be required to review these staff comments and make the necessary corrections prior to recording the Certified Survey Map (CSM) and issuance of permits to commence construction. Village Forester The Village Forester has reviewed the submitted landscape plan and provided comments to the applicant. The landscaping proposed is lacking the required street tree plantings and both the interior and perimeter parking lot planting requirements. More specifically, additional plantings are needed to fulfill the required landscape greenbelt standard (15’ width) between the new parking lot and property boundaries, as noted under Zoning Code Section 17.45(1)(c). These plantings will be important to act as a visual buffer and keep potential light from headlights shining east toward the residential properties across the road. The tree removal plan and preservation plan are also lacking required information, although minimal changes at that. A condition of approval has been included to address the review comments by making the landscape plan contingent upon final approval/acceptance by the Village Forester and Community Development staff. Page 77 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 6 of 7 APPROVE the proposed 1-lot Certified Survey Map (CSM) for the Basic Metals property located at W180N11819 River Lane, subject to the following condition: 1. All technical issues and corrections identified by the Village Surveyor (see February 25, 2026, memo from Bob Beilfuss, PLC) shall be addressed and reflected in a revised CSM reviewed and approved by Village staff prior to recording. APPROVE the Site Plan application for Basic Metals for a 42,000 square foot building addition to an existing office and manufacturing facility located at W180N11819 River Lane, subject to the following conditions: 1. This approval is for the various plan sheets that comprise the site development plan set as noted below and is subject to compliance with all the conditions and requirements set forth herein and subsequently adopted and/or revised by the Plan Commission. Approval is granted for the following unless superseded by subsequent plan sheets approved by Village Staff pursuant to revisions required herein and/or by the Plan Commission: a. Architectural, civil, and landscaping plans dated February 9, 2026 ( 11 pages). b. Lighting and photometric study plan dated February 5, 2026 (22 pages). If revised plan sheets are necessary, each revised sheet shall contain the date of said revision clearly stamped in the lower right corner. 2. State agency (DSPS) approved plans and a $20,000 occupancy bond are required by Inspection Services. The Village of Germantown is an authorized delegated agent of DSPS and may be used as an alternative to provide all commercial plan review and inspection services through SAFEBuilt of WI and the Village of Germantown. 3. The technical issues and plan revisions identified in the April 9, 2026, memo from the Village Engineer shall be addressed in revised plan sheets and/or supplemental documents prior to commencing construction activities and/or issuance of building permits. 4. The landscap e plan shall be subject to final approval/acceptance from the Village Forester and Community Development staff prior to commenc ing construction activities. The landscape plan shall be revised to include the required street tree, interior/perimeter parking lot, and landscape greenbelt (15’ width) plantings on site. Plantings along the east side of the new parking lot shall act as a buffer and ensure light from headlights does not shine east toward the residential properties across the road. 5. All temporary and permanent exterior signs require a Sign Permit and shall comply with all current Village sign regulations . New signage shall be subject to review and approval by the Plan Commission. VILLAGE STAFF RECOMMENDATIONS Page 78 of 201 CSM & Site Plan Abacus Architects / Basic Metals, Inc. / DONTOF LLC Page 7 of 7 6. Existing and proposed rooftop equipment (RTU) shall be screened from view by line of sight at 5’ above grade from all property lines around the building and the centerline of the adjacent roadways. 7. Applicant/owner shall work cooperatively with the Village to secure the necessary easement vacation/release of the 20’ public utility and drainage easement prior to issuance of building permits. 8. Applicant/owner shall secure the necessary easement vacation/release of the 15’ WEPCO (We Energies) easement prior to issuance of building permits. Proof of easement vacation/release shall be submitted to the Village. 9. Applicant/owner shall revise the lighting plan to include additional measures (i.e. back-shielding) to reduce light emanating from the new light poles around the parking lot to the east. The plan shall be revised to specifically eliminate any light trespass or glare directed towards River Lane to avoid any nuisance for the residential properties to the east. Page 79 of 201 eA=i. Meta.ls,rnc. The Cufting Edge Source For Your Metal Needs Dear Village of Germantown Officials, My name is Andrew Fogel, and I am the President of Basic Metals lnc., located in the Germantown lndustrial Park. We are currently planning a 42,000 square foot warehouse addition to our existing facility, representing a significant investment in Germantown and supporting continued growth, employment, and economic activity within the Village. We are writing to respectfully request relief from the Village's recently implemented ordinance limiting industrial driveway entrances to a maximum width of 35 feet. Our proposed building addition has been specifically designed to safely and efficiently accommodate our daily truck traffic, including the simultaneous loading and unloading of up to six full-size 53-foot flatbed trailers. Under the new ordinance, we would be limited to only two loading docks instead of the six total truck positions (two docks and four drive-in doors) included in the current design. This reduction would materially impact our operations and create unintended traffic and safety concerns. Specifically: Limiting the facility to two loading docks would result in increased truck congestion on Fulton Drive as trucks wait for available loading or unloading positions. With only two on-site parking spaces available, truck drivers would likely begin preparing their loads for final delivery while staged on Fulton Drive. This preparation often includes removing tarps, releasing straps, and adjusting loads, activities thatare notappropriate to perform on the side of a public road. Allowing a wider driveway would enable us to accommodate trucks fully on-site, reducing congestion on Fulton Drive and eliminating the temptation for drivers to conduct strapping or untarping activities on the street. The proposed driveway configuration would also allow us to shift a significant portion of our truck traffic away from Bunsen Drive, where our current loading docks are located, improving overall traffic flow within the industrial park. Additionally, other businesses within the lndustrial Park have driveway entrances exceeding the 35' requirement. Basic Metals current drive is approximately 1 10' on Bunsen Dr. D&G Transportation (west of Basic Metals on Bunsen) drive is approximately 165' and Wacker Neuson Logistics (south of Basic Metals on Morse Dr) has a drive approximately 250' wide. Our goal is to design a facility that operates efficiently, minimizes traffic impacts, and prioritizes safety for drivers, employees, and neighboring businesses. Granting relief from the driveway width limitation would directly support these objectives and, in our view, aligns with the original intent of industrial zoning within the park. Thank you for your time and consideration. We appreciate your willingness to review this request and would welcome the opportunity to discuss our site plan in greater detail. Sincerely, Andrew Fogel President Basic Metals lnc. W180 N11819 River Lane. P.O. Box 757. Germantown, Wl 53022 1-800-989-1996 . (262) 255-9034 . Fax (262) 255-9073 www. basicmetals.com Page 80 of 201 Abacus Architects, Inc. holds all rights of copyright in and to these prints, drawings and documents. No reproduction, copying, alteration, modification, usage, incorporation into other documents, or assignment of the same may occur without the prior written permission of Abacus Architects, Inc. © 2025 Abacus Architects, Inc. BASIC METALS II PROJ. NO. 2024 -100 02/09/2026 RENDERING A1 BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 Page 81 of 201 COPYRIGHT ABACUS ARCHITECTS, INC. HOLDS ALL RIGHTS OF COPYRIGHT IN AND TO THESE PRINTS, DRAWINGS, AND DOCUMENTS. NO REPRODUCTION, COPYING, ALTERATION, MODIFICATION, USAGE, INCORPORA TION, INTO OTHER DOCUMENTS, OR ASSIGNMENT OF THE SAME MAY OCCU R WITHOUT THE PRIOR WRITTEN PERMISSION OF ABACUS ARCHITECTS, INC. © 2026 ABACUS ARCHITECTS, INC. EXTENT OF WORK THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. SITE VISIT THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIA R WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND ALL SPECIFICA TION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK. APPLICABLE BUILDING CODES 2025 WISCONSIN ADMINISTRATIVE CODE (W.C.B.C.), SPS 361 -366 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2017 ICC / ANSI A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES BUILDING AREA EXISTING BUILDING AREA: BUILDING ADDITION AREA: NORTH BLDG AREA - 76,855 S.F. FLOOR AREA - 41,658 S.F. EAST BLDG AREA - 12,640 S.F. CONSTRUCTION CLASSIFICATION TYPE IIB CONSTRUCTION (W.C.B.C. SECTION 602.2) OCCUPANCY CLASSIFICATION NON -SEPARATED OCCUPANCIES (W.C.B.C. SECTION 508.3) USE GROUPS PRESENT IN THE BUILDING INCLUDE: BUSINESS GROUP "B" (W.C.B.C. SECTION 304.1) FACTORY INDUSTRIAL GROUP "F -1" MODERATE HAZARD (W.C.B.C. SECTION 306.2) STORAGE GROUP (S -2) LOW HAZARD (SECTION 311.3) FIRE PROTECTION BUILDING IS FULLY PROTECTED WITH AN AUTOMATIC SPRIN KLER SYSTEM PER NFPA 13. PROJECT SUMMARY BASIC METALS ACQUIRED THE PROPERTY TO THE SOUTH OF THEIR CURRENT SITE, PARCELS ARE TO BE COMBINED THROUGH REVISED CSM, EXISTING 12,000 SF OFFICE BUILDING TO REMAIN AS AN OFFICE BUILDING, NEW ADDITION IS A STORAGE OCCUPANCY, ADDITION TO HAVE 3HR FIRE WALL BETWEEN BUILDING TO THE NORTH AND THE ADDITION, NO FIRE WAL L REQUIRED BETWEEN ADDITION AND OFFICE BUIDLING TO THE EAST. 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 VEL R. PHILLIPS AVE, SUITE 210, MILWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2026 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2024-100 BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 ISSUE DATE: 02/09/2026 BASIC METALS II BUILDING ADDITION & ALTERATION A 101 PRELIMINARY - NOT FOR CONSTRUCTION BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 BASIC METALS II BUILDING ADDITION & ALTERATION KS MSJ TITLE SHEET PROJECT INFORMATION ARCHITECTURAL / CIVIL STRUCTURAL ABACUS ARCHITECTS, INC. 1135A MICHIGAN AVENUE SHEBOYGAN, WISCONSIN 53081 P: 920 -452 -4444 CSD STRUCTURAL ENGINEERS 8989 N PORT WASHINGTON RD, SUITE 101 MILWAUKEE, WI 53217 P: 414 -351 -5588 A 101 TITLE SHEET A 200 EXISTING CONDITIONS AND DEMO PLAN A 201 SITE PLAN A 202 GRADING PLAN A 203 EROSION CONTROL PLAN A 204 UTILITY PLAN A 205 DETAILS A 206 LANDSCAPE PLAN A 302 EXISTING DEMO & NEW FLOOR PLANS A 303 OVERALL FLOOR PLAN & CLERESTORY PLAN A 501 EXTERIOR ELEVATIONS PROJECT NOTES PROJECT LOCATION N E S W PROPERTY LINE PROPOSED BUILDING ADDITION AERIAL MAP DATE ISSUE Page 82 of 201 200EXISTING CONDITIONS AND DEMO PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100EXISTINGCONDITIONS ANDDEMO PLAN APPROXIMATE LOCATION OF TREES TO BE REMOVED.HATCH TYPE INDICATES ASPHALT PAVEMENT TO BE REMOVED ANDDISPOSED OF OFFSITEHATCH TYPE INDICATES CONCRETE PAVEMENT TO BE REMOVEDAND DISPOSED OF OFFSITE DEMOLITION LEGEND SYMBOL INDICATES LOCATIONS WHERE ADDITIONAL CAUTION ISADVISED AS A RESULT OF POTENTIAL UTILITY CONFLICTSBURIED UTILITYCAUTIONLINE TYPE INDICATES FULL-DEPTH SAWCUT TO BE PERFORMEDLINE TYPE INDICATES UTILITIES TO BE ABANDONED OR RELOCATED.REFER TO NOTES ON PLANS FOR ADDITIONAL INFORMATION. BURIED UTILITYCAUTION ASPHALT TOBE REMOVED ASPHALT TOBE REMOVED CONCRETE TOBE REMOVEDEXISTING STORMTO BE REMOVED DECK TO BEREMOVED BULKHEAD EXISTINGSEWER AT CATCH BASIN Page 83 of 201 PROPOSED ADDITIONFFE = 882.58 201SITE PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100SITE PLAN 26.9'85.2' 4.0'9.0'24.0'24.0' 129.0' 20.0' 44.0'50.1'324.1' SITE PROPERTIESTOTAL PROPERTY AREA: 303,178 SQFT (6.96 AC)PROPOSED BUILDING AREA: 41,647 SQFT (0.96 AC)PROPOSED ASPHALT AREA: 21,229 SQFT (0.49 AC)PROPOSED CONCRETE AREA: 7,135 SQFT (0.16 AC)PARKING SPACES: 36HANDICAP SPACES: 2TOTAL SPACES: 38EXISTING IMPERVIOUS AREA: 148,752 SQFT (3.41 AC)PROPOSED IMPERVIOUS AREA: 191,425 SQFT (4.39 AC)PERCENT IMPERVIOUS AREA: 63% SITE LEGENDEXTENTS OF PROPOSED BUILDING. REFER TO ARCHITECTURALDRAWINGS.PROPOSED LIGHT DUTY PAVEMENT HATCH. SEE DETAIL.PROPOSED LIGHT DUTY CONCRETE HATCH. SEE DETAIL.PROPOSED HEAVY DUTY CONCRETE HATCH. SEE DETAIL.PROPOSED HEAVY DUTY PAVEMENT HATCH. SEE DETAIL. 27.0' Page 84 of 201 PROPOSED ADDITIONFFE = 882.58 885 886 887888889 885882883884 886887 880 880878 879 879 881881 875871872873874876877878879 875876877878 880879 881.58880.87886.02± 887.20± 887.38± 886.10± 881.37± 870.54± 869.62± 870.51±873.89±876.32±876.72±884.41±882.58881.34881.58881.58880.38880.53±880.83881.34880.18881.58 882.58882.98 883.05884.94 881.69 884.41886.30 881.21880.87879.78879.14TC 881.29BC 880.79 TC 881.17BC 880.67TC 881.54BC 881.04881.37±TC 881.37±BC 880.87± 880.02879.72879.34879.48 880.79880.15 879.78879.14879.48879.95880.84 880.03879.55880.13880.37880.37879.75 TC 881.29BC 880.79 BW878.58BW878.58TW882.58TW882.58881.66 884.95±890.03±886.13886.58884.69 883.58 881.98 882.36 884.91885.27886.55886.25887.00±887.27±888.33± 880.79±877.00±874.00± 880.26 880.79 870.07±870.60±870.75±869.84868.00870.00± 880.79 TC 881.37BC 880.87TC 881.37BC 880.87TC 881.29BC 880.79 871.00± 870.21± 871.58± 872.46±873.00± 871.35± 871.59± 872.17± 872.89± 202GRADING PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100GRADING PLAN GRADING LEGEND595595TC 595.00BC 595.50595.00±595.00PROPOSED TOP OF CURB ELEVATIONPROPOSED BOTTOM OF CURB ELEVATIONMATCH EXISTING ELEVATIONPROPOSED SPOT ELEVATIONEXISTING CONTOURPROPOSED CONTOUR Page 85 of 201 PROPOSED ADDITIONFFE = 882.58 885 886 887888889 885882883884 886887 880 880878 879 879 881881 875871872873874876877878879 875876877878 880879 203EROSION CONTROL PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100EROSION CONTROLPLAN EXTENTS OF EROSION MAT AS SPECIFIED. INSTALLON DISTURBED AREAS WITH SLOPE GREATER THAN4H:1V. SEE DETAILPROPOSED SILT FENCING TO BE PLACED AROUND THEPERIMETER OF THE PROPOSED GRADING LIMITS. SEE DETAILEROSION CONTROL LEGEND INLET PROTECTION TO BE INSTALLED IN EXISTING STORMSEWER INLETS PRIOR TO ANY CONSTRUCTION ACTIVITIESBEING PERFORMED. SEE DETAILINLET PROTECTION TO BE INSTALLED AFTER INSTALLATIONOF PROPOSED STORM SEWER INLETS. SEE DETAILSILT SOCK DITCH CHECK Page 86 of 201 PROPOSED ADDITIONFFE = 882.58 MH-148"Ø Concrete StructureRIM 880.3812" N IE 876.0512" E IE 876.05FI-248"Ø Concrete StructureRIM 880.8724" N IE 873.3124" E IE 873.31 MH-348"Ø Concrete StructureRIM 879.1412" SW IE 874.6712" N IE 874.67 MH-448"Ø Concrete StructureRIM 879.1412" S IE 873.6012" N IE 873.60 TD-1Trench DrainRIM 878.4812" W IE 876.4812" E IE 876.4812" S IE 876.48 FES-1Flared End Section12" S IE 873.00 61' OF 12" Pipe @ 0.70%134' OF 12" Pipe @ 0.70% 153' OF 12" Pipe @ 0.70% 46' OF 12" Pipe @ 1.29% 63' OF 12" Pipe @ 0.70% MH-248"Ø Concrete StructureRIM 879.7512" W IE 875.1112" NE IE 875.11341' OF 24" Pipe @ 2.04% FES-3Flared End Section12" S IE 868.00 885 886 887888889 885882883884 886887 880 880878 879 879 881881 875871872873874876877878879 875876877878 880879 FI-148"Ø Concrete StructureRIM 884.6930" W IE 880.6124" S IE 880.61 382' OF 24" Pipe @ 1.91% 19' OF 12" RCP @ 8.96% 66' OF 12" Pipe @ 0.76%OCS-1Outlet Control StructureRIM 876.5012" SE IE 872.50FES-2Flared End Section12" NW IE 872.00 12' OF 24" RCP @ 1.26% 72' OF 12" Pipe @ 7.71% FES-4Flared End Section12" W IE 873.00 204UTILITY PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100UTILITY PLAN PONDPERMANENT POOL ELEVATION: 873.00BOTTOM OF POOL ELEVATION: 868.00EMERGENCY SPILLWAY ELEVATION: 877.00TOP OF BERM ELEVATION: 878.00 Page 87 of 201 205DETAILS P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100DETAILS SIDEWALK SECTION4"4"1'-0"(2)-#4 CONT.2"R CONCRETE CURB & VARIESCONCRETE WALK WITHBITUMINOUSPAVEMENTFIBER MESH REINFORCINGCOMPACTEDAGGREGATESUB BASE MATERIAL* * REFER TO GRADING PLAN FOR CURB HEIGHT TYPE FF GEOTEXTILE FABRIC(EXTEND FABRIC A MINIMUM OF 10"AROUND GRATE PERIMETERFOR MAINTENANCE AND REMOVAL )FLAP POCKET(SEE NOTE #5)WOOD 2" x 4" EXTENDS 8"BEYOND GRATE WIDTH ONBOTH SIDES, SECURE TO GRATE w/PLASTIC TIES INLET PROTECTION TYPE "C" TYPE FF GEOTEXTILE FABRIC(EXTEND FABRIC A MINIMUM OF 10" AROUND GRATE PERIMETER FORMAINTENANCE AND REMOVAL ) INLET PROTECTION TYPE "B" PROPOSED 12" Ø STORM SEWER OUTLETEL.= 876.50 SURVEY DATUM PROVIDE NEENAH #R-4990-CX FRAMEWITH TYPE "C" GRATE FILL TRENCH DRAINWITH GROUT @A UNIFORM 2% SLOPESOUTH to NORTH 1/2" EXPANSION JOINTNEW CONCRETE RAMP AGGREGATESUB BASE EL.= 878.50 SURVEY DATUMTRENCH DRAIN GRATE1/2" EXPANSION JOINT#4 @16" O.C. (EA. SIDE OFFORMED TRENCH)#4 @16" O.C. (EA. SIDE OFFORMED TRENCH) 4"6" (3) #4 CONT. CONT. SUPPORT ANGLE WITH IRON FRAMES @ 16" O.C. TOALLOW FOR #3 REBAR TO BE HOOKED.SUPPORT ANGLE SIZE TO BE VERIFIED WITH SELECTED FRAME.#3 REBAR TO BE HOOKED THROUGH EACH IRON FRAMEAND EXTEND 8" PERPENDICULAR TO #4 REBAR (SIM. EACHSIDE OF FORMED TRENCH) FIN. GROUT ELEVATIONAT ENDS OF TRENCHEL.= 876.90 SURVEY DATUM6"4"24" TRENCH DRAIN SECTION FACE OF BUILDING WALL 2" BITUMINOUS BINDER COURSE (LIGHT DUTY)3" BITUMINOUS BINDER COURSE (HEAVY DUTY)2" BITUMINOUS SURFACE COURSE (LIGHT DUTY)2" BITUMINOUS SURFACE COURSE (HEAVY DUTY)8" COMPACTED AGGREGATE BASE COURSE (LIGHT DUTY)12" COMPACTED AGGREGATE BASE COURSE (HEAVY DUTY)EXISTING SUBGRADE (COMPACTED PRIOR TOPLACING BASE COURSE)ASPHALT PAVEMENT CROSS SECTION BUTT JOINTSAWCUT AND TACK COAT EDGEEXISTING ASPHALT PAVEMENTEXISTING BASE COURSE2'-0" PERMANENT POOL ELEVATION = 873.001'-0"4'-0" MINIMUMTOP OF BERM WIDTHTOP OF BERM ELEVATION = 878.00 2'-0" MINIMUMSEDIMENT STORAGE DEPTH3'-0" MINIMUMPERMANENT POOLABOVE SEDIMENT STORAGE1'-0"SAFETY SHELF DEPTH10'-0"SAFETY SHELF LENGTH 3'H:1'V MAX 3'H:1'V MAX 8'-0" MINIMUMKEY-WAY 1'H:1'V MAX 1'H:1'V MAX2'-0" MINIMUMKEY-WAY DEPTH2'-0" MINIMUM THICKTYPE "A" CLAY LINER EMERGENCY SPILLWAYELEVATION = 877.00PROVIDE LINER UP TO ELEVATION OFTHE 2-YEAR, 24-HOUR RAIN EVENTWATER SURFACE ELEVATION10-YEAR, 24-HOUR RAINFALL WATER SURFACE ELEVATION = 875.51100-YEAR, 24-HOUR RAINFALL WATER SURFACE ELEVATION = 876.86 WET DETENTION POND CROSS SECTION 2-YEAR, 24-HOUR RAINFALL WATER SURFACE ELEVATION = 874.64 CONCRETE PAVEMENT CROSS SECTION 5" CONCRETE WITH FIBER MESHREINFORCEMENT (LIGHT DUTY)7" CONCRETE WITH FIBER MESHREINFORCEMENT (HEAVY DUTY)6" COMPACTED AGGREGATEBASE COURSE (LIGHT DUTY)6" COMPACTED AGGREGATEBASE COURSE (HEAVY DUTY)EXISTING SUBGRADE (COMPACTEDPRIOR TO PLACING BASE COURSE) Page 88 of 201 PROPOSED ADDITIONFFE = 882.58 885886887888889 885882883884886887 880880878879879881881 875871872873874876877878879 875876877878 880879 206LANDSCAPE PLANSCALE: 1"=20'N P:\2024-CONTRACTS\2024-100 Basic Metals Expansion\Phase - 2\Construction Documents\S.3 Site\2024-100 - Base.dwgFebruary 6, 2026 NEW CONSTRUCTION/EXPANSIONBASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022ISSUE DATE: 02/09/2026 NOTICE TO BIDDERSBIDDERS SHALL REVIEW ALL DRAWINGS ANDSPECIFICATION SECTIONS TO DETERMINE THE IMPACT OFOTHER SECTIONS OF WORK ON THEIR OWN WORK© 2026 ABACUS ARCHITECTS, INC. CHECKED BY:JRVJMNBASIC METALS II DRAWN BY:1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 640 N VEL R. PHILLIPS AVE. SUITE 210 MILWAUKEE, WI 53203 REVISIONS:DATEISSUE APROJ. NO. 2024-100LANDSCAPE PLAN DECIDUOUS TREESLANDSCAPE LEGENDEVERGREEN TREESSHRUBS Page 89 of 201 UP (EX) STORAGE (EX) OFFICE (EX) OFFICE (EX) CONFER. (EX) OFFICE (EX) VEST. (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) CONFER. (EX) OFF. (EX) OFF. (EX) VEST. (EX) OPEN OFFICE (EX) STORAGE (EX) IT (EX) BREAK RM (EX) STOR. 1 11 1 1 2 2 2 1 1 (EX) OFFICE (EX) OFFICE 3 4 EX RECEPTION EX PASSAGE 1 2 WOOD DECK 2 2 2 2 2 7 2 (EX) STOR. 12, 093 S.F. EXISTING BUILDING (EX) STORAGE (EX) OFFICE (EX) OFFICE (EX) CONFER. (EX) OFFICE (EX) VEST. (EX) OFFICE (EX) OFFICE (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) CONFER. (EX) OFF. (EX) VEST. (EX) IT (EX) MEN'S (EX) WOMEN'S (EX) STOR. WOMEN'S TLT 106 MEN'S TLT 107 JAN. 108 RAMP 109 PASS. 110 PASS. 111 (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OPEN OFFICE (EX) BREAK RM 111A 108A 110A 113B PASS. 113 18'-2" 15'-0" LOUNGE & GOLF SIMULATOR MEETING ROOM NANA WALL (EX) STOR. E1 E2 E3 EA GENERAL DEMOLITION PLAN NOTES • GENERAL CONTRACTOR AND SUBCONTRACTORS TO VERIFY ALL FIELD CONDITIONS & DIMENSIONS. • OWNER SHALL REMOVE ALL MOVABLE FURNISHINGS AND EQUI PMENT WHICH IS NOT MECHANICALLY FASTENED TO EXISTING PRIO R TO DEMOLITION PHASE. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER. • WHERE ITEMS ARE TO BE REMOVED, PATCH & REPAIR ADJACENT SURFACES AS NECESSARY TO RECEIVE NEW FINISHES. • DIMENSIONS SHOWING THE EXTENT OF REMOVAL ARE TO BE FIELD VERIFIED TO COORDINATE WITH NEW CONDITIONS. • ALL EXISTING MATERIALS TO BE TURNED OVER TO OWNER. • GENERAL CONTRACTOR TO CONFIRM EXTENT OF DEMOLITION/RENOVATION WITH ALL TRADES PRIOR TO BIDD ING. DRAWINGS DO NOT SHOW EXTENT OF PLUMBING, HVAC, OR ELECTRICAL DESIGN/INTENT. • PATCH & REPAIR ALL EXISTING CONSTRUCTION TO REMAIN AS NECESSARY FOR NEW CONSTRUCTION. SCALE: 1/8" = 1'-0" A 302 1DEMOLITION FLOOR PLAN 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 VEL R. PHILLIPS AVE, SUITE 210, MILWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2026 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2024-100 BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 ISSUE DATE: 02/09/2026 BASIC METALS II BUILDING ADDITION & ALTERATION A 302 PRELIMINARY - NOT FOR CONSTRUCTION KS BK/MSJ EXISTING DEMO & NEW FLOOR PLANS N E S W DEMOLITION PLAN KEYNOTES NO. DESCRIPTION 1 REMOVE DOOR/OPENING TO REPLACE 2 REMOVE WALLS/SECTION OF WALL 3 REMOVE EXTERIOR DECK & SUPPORT STRUCTURE 4 REMOVE & INFILL WINDOW 5 REMOVE DOOR/OPENING AND INFILL 6 REMOVE WALLS/SECTION OF WALL FOR NEW DOOR 7 REMOVE SECTION OF WALL FOR NEW WINDOW SCALE: 1/8" = 1'-0" A 302 2FLOOR PLAN N E S W DATE ISSUE Page 90 of 201 UP UP RAMP DOWN TO DOCKS C C 8 7 6 3 B B 45'-5" 45'-5" 45'-5" 45'-5" 40'-0" 40'-0" 40'-0" 129'-0" 79'-0" 2 1 ELEV. 100' - 0" (0") CIVIL 882.58' EXISTING BUILDING 12, 093 S.F. EXISTING BUILDING 1'-0" 3'-4" 3'-4" 2'-4" 12'-0" 4'-0" 12'-0" 8'-6" 14'-0" 4'-0" 4'-0" 14'-0" 8'-6" 12'-0" 4'-0" 12'-0" 2'-4" 3'-4" 3'-4" 1'-0" 64'-6" 64'-6" 22'-0" 22'-0" #1 #2 #3 #4 #5 #6 18'-6" 18'-6" TRENCH DRAIN 30K 30K 4'-3" 8'-6" 5'-9" 5'-9" 8'-6" 4'-3" 2 A 602 2 A 601 1 A 601 NEW EXISITNG (EX) STORAGE (EX) OFFICE (EX) OFFICE (EX) CONFER. (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OFFICE (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) CONFER. (EX) OFF. (EX) VEST. (EX) IT (EX) MEN'S (EX) WOMEN'S (EX) BREAK RM 160'-0" 20'-0" A A 2 B.9 5 A 801 1 MAIN WAREHOUSE 104 WEST DOCK 101 RECESSED DOCKS 102 EAST DOCK 103 (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) CONFER. (EX) VEST. (EX) OPEN OFFICE (EX) OPEN OFFICE (EX) CONFER. (EX) STOR. 101A 101B 101C 103A 103B 103C A 3 3 A 802 3A 802 4 A 802 2 1 18'-2" 15'-0" LOUNGE & GOLF SIMULATOR MEETING ROOM NANA WALL 9 A.1 A.9 B.1 E1 E2 E3 40'-6" 39'-6" 39'-6" 40'-6" 2'-0" 62'-6" 62'-6" 2'-0" 1'-6" 59'-0" 2'-0" 2'-0" 59'-0" 1'-6" 1'-0" EA NEW BUILDING 41,658 SF G' 1' 129'-0" 1 102A 102B 13'-10" 3HR FIRE WALL 2'-6" 301'-8" 16'-3" 3'-9" 25' PRECAST HEIGHT (LOWER FOR SNOW DRIFT) 12'x14' FIRE DOOR 12'x14' FIRE DOOR 324'-2" NEW EXIS ITNG NEW E XISITNG NEW EXISITN G 4 9'-4" 10'-0" 1'-0" 78'-0" 1'-6" 2'-6" A 501 4 3'-6" 12'-0" 47'-0" 3'-0" 12'-0" 30'-8" 3'-4 1/8" 13'-6" 108A 110A 111A 113B 113L 113I 113N 102F 102L GENERAL PLAN NOTES • ALL LOOSE FURNISHINGS SHOWN ON PLANS ARE NOT IN CONTRACT AND ARE SHOWN FOR REFERENCE PURPOSES ONLY. ANY DEVICES OR EQUIPMENT TO BE LOCATED BASED UPON LOCATION OR CONFIGURATION OF LOOSE FURNISHINGS SHALL BE VERIFIE D WITH THE OWNER PRIOR TO INSTALLATION. • INTERIOR DIMENSIONS TAKEN FROM FACE OF STUD TO FACE OF STUD. 2 A 602 2 A 601 1 A 601 129'-0" A A A 47'-11" 45'-5" 45'-5" 45'-5" 80'-0" 40'-0" 64'-6" 61'-0" 40'-0" 80'-0" OPEN TO BELOW C C NEW EXISITNG 64'-6" 64'-6" 129'-0" 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 VEL R. PHILLIPS AVE, SUITE 210, MILWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2026 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2024-100 BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 ISSUE DATE: 02/09/2026 BASIC METALS II BUILDING ADDITION & ALTERATION A 303 PRELIMINARY - NOT FOR CONSTRUCTION KS MSJ/BK OVERALL FLOOR PLAN & CLERESTORY PLAN N E S WSCALE: 1/16" = 1'-0" A 303 1OVERALL FLOOR PLAN FLOOR PLAN KEYNOTES NO. DESCRIPTION 1 FLOOR TO BE DROPPED DOWN 4' OF REST OF FLOOR 2 RAMP DOWN TO BAY DOORS 3 RECESSED DOCK LEVELER AND DOCK BUMPERS SCALE: 1/16" = 1'-0" A 303 2CLERESTORY PLAN DATE ISSUE Page 91 of 201 GENERAL EXTERIOR ELEVATION NOTES • ALL EXPOSED MISC. EXTERIOR STEEL SHALL BE PAINTED WITH PAINT FINISH E -1. • MASONRY COURSING SHOWN FOR MATERIAL REPRESENTATION ONLY, ACTUAL COURSING MAY VARY. • MASONRY CONTROL JOINTS SHALL BE LOCATED AT ALL MASONRY HEIGHT CHANGES, WINDOW OPENINGS, DOOR OPENINGS, 5' MAX. FROM BUILDING CORNERS, AND 25' MAX. AT CONTINUOUS W ALL LOCATIONS. ELEV. 100' -0" FINISH FLOOR ELEV. 138' -0" B/O JOIST 8 7 6 3 ELEV. 143' -6" T/O PRECAST ELEV. 98' -10" (EX OFFICE) FINISH FLOOR 2 A 602 2 A 601 25 1 125 5 5 9 E1 E2 E3 ELEV. 125' -0" T.O. PANEL G' ELEV. 112' -6" (EX) MEZZ. 14 A A A A A A 5 444 2 NEW EXISTING 8'-9" 8'-9" 14'-0" 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 14'-0" 14'-0" 12'-9 1/4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 15'-10 3/4" BBBBBBBBBBBBB ELEV. 100' -0" FINISH FLOOR ELEV. 138' -0" B/O JOIST CB ELEV. 143' -6" T/O PRECAST ELEV. 98' -10" (EX OFFICE) FINISH FLOOR 1 A 601 A B.9 6 6 6 1 1 4 4 5 5 EXISTING NEW NEW EXISTING A.1 A.9 B.1 EA ELEV. 112' -6" (EX) MEZZ. A A A A A A 10'-0" 12'-0" 4'-0" 12'-0" 8'-6" 14'-0" 8'-0" 14'-0" 8'-6" 12'-0" 4'-0" 12'-0" 10'-0" B B B B B ELEV. 100' -0" FINISH FLOOR ELEV. 138' -0" B/O JOIST 8763 ELEV. 143' -6" T/O PRECAST 2 A 602 2 A 601 2 5 1 1 1 5 5 5 5 9 ELEV. 112' -6" (EX) MEZZ. 1 4 2'-6" A A A A A A A A A A A A A A A A 1 5 13'-9" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 12'-11" 14'-0" 14'-0" 14'-0" ELEV. 100' -0" FINISH FLOOR ELEV. 138' -0" B/O JOIST C B ELEV. 143' -6" T/O PRECAST ELEV. 98' -10" (EX OFFICE) FINISH FLOOR 1 A 601 AB.9 A.1 A.9 B.1 EA ELEV. 112' -6" (EX) MEZZ. 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-6" 7'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1135A MICHIGAN AVE. SHEBOYGAN, WI 53081 (920) 452-4444 │ 640 VEL R. PHILLIPS AVE, SUITE 210, MILWAUKEE, WI 53203 NOTICE TO BIDDERS BIDDERS SHALL REVIEW ALL DRAWINGS AND SPECIFICATION SECTIONS TO DETERMINE THE IMPACT OF OTHER SECTIONS OF WORK ON THEIR OWN WORK © 2026 ABACUS ARCHITECTS, INC. DRAWN BY: CHECKED BY: REVISIONS: PROJ. NO. 2024-100 BASIC METALS INC., W180N11819 N RIVER LN, GERMANTOWN, WI, 53022 ISSUE DATE: 02/09/2026 BASIC METALS II BUILDING ADDITION & ALTERATION A 501 PRELIMINARY - NOT FOR CONSTRUCTION KS MSJ EXTERIOR ELEVATIONS ELEVATION KEYNOTES NO. DESCRIPTION 1 PRECAST CONCRETE PANELS 2 INSULATED METAL PANEL 4 HOLLOW METAL DOOR AND FRAME 5 METAL PARAPET COPING 6 OVER HEAD DOOR WITH DOCK SEAL LEVELER, STOPS & VEHICLE RESTRAINT SCALE: 3/32" = 1'-0" A 501 1EAST ELEVATION SCALE: 3/32" = 1'-0" A 501 2SOUTH ELEVATION SCALE: 3/32" = 1'-0" A 501 3WEST ELEVATION SCALE: 3/32" = 1'-0" A 501 4NORTH ELEVATION DATE ISSUE Page 92 of 201 Village of Fee must accompany a tr $3340 with public -."tffii[hrmmen x $2260 improvem Pald On: CERTIFIED SURVEY MAP APPLICATION Pursuant to Section 18.06 of the Municipal Code Please read and complete this application carefully. Allapplications must be signed and dated. APPLICANT/AGENT: PROPERTYOWNER: K.i+h S",ltrrrr Dorur otr LLe-, Aho,-, Ac "h it "t* ^ hJlqo N I lglq Rlvo.r L"' V PROPERTYADDRESS O PoA 1b1 Phone f,l61 ) glll.gttq Emall ks-olurnQobo,cUsof ch, c,o1,1^ , c\ TAX KEY NUMBER , folA THE VILLAGE PLANNER FEB _ g R[l)'t] 0 V GERMANTOWN W I o,nd Vrllg 51 ll?ll N, RiI atlgo a Aq1 Tho punpoto \s *o p"opc.fiee i nto c.,onbfrw two vna- grop<,rty Wlllthe land split requlre rezoning? Itlc> From Nl/A To N/A PURPOSE OF LAND $PLIT READ AND INITIAL THE FOLLOWNG: Alr $_, .d_, .&' understand that the Certilied Survey Map is not valid until recorded at the Washington County Register of Deeds. The Village will record lhe document and charge the applicant all applicable recording fees. understand that the Map wlll not be placed on lhe Village Board agenda until all the technical corrections to the CSM are made, the payment of any outstanding impact fees are piiO to the Village Clerk's Departmenl, and the original signed and stamped copy of the Map is submitted on the proper paper. understand that parcels created outside the Sewer Service Area will require a soil test. I also understand that all properties abulting a State Hlghway will require DOT approval and I will be responsible for securing such approval prior to recordlng. understand all delinquent property taxes on any of the properties involved shall be paid prior to recording. xf Owner Date Rsvlssd 125/25 Date MUST BE SIGNED Sharspolnt>0G-APPLICATIONS ALl>Appllcallon Forms>CSM & plat Page 93 of 201 Village of Fee must accompany s $810 Mlnor Additlon u $1,4g0 Constructlon <10,000 Xtl $2,410 Construction 10,000 $3, 980 lndustrlal.Constructlon n $3,980 Gommerclal Construction >50,000 o $350 Plan Commission Consultaflon ($125 Fire Plan Review Paid On: ) 6 ,-ffrillhn,rwrwrt ***- Ftg - g fitc,O ECI l5 IE ilVE OF THE VILLAGE' PLANNER OF SITE PLAN REVIEW APPLICATION Pursuant to Sectlon 17.43 of the Munlcipal Code Please read and complete this application carefully. All applications must be signed and dated. o APPLICANT OR AGENT PROPERTY OWNER k..,'Il^S o lr Po 157 h -1 Phone(930t aa?"aaqA prrone(ld! 4q{-3t74 E-Mall E-Mall . Cor,r.'a. q PROPERTY ADDRESS v\lttoNlltlq .tnd v,ll.tor{ []1ll ,N, &iysr Lq,ng Gu,t rnonlow n wl 530aa o NEIGHBORING USES - specify name and type of uso, s.g. Envtro Tech - lndustrlal, smilh - Restdentlal, erc. G) ordinance requiring fire sprinklers in most new construction. before building permlts will be issued. subject to lmpact and/or Connection Fees that must be paid I understand that an incomplete application will be withdrawn from the plan Commlsslon agenda andthat all resubmissions to the Plan Commission are subject to a new application fee. o SIGNATURES - ALL APPLICATION MUST BE SIGNED BY OWNERI o2-o6-2026 f Date REAR AND tNtTtAL THE FOLLOWTNG: -4{ I am aware of the Village of Germantown JI- t understand that all new devetopment ts _c #r'^TI;1fl*iXr#, Norlh Soulh U,lqcl<t,f Nguton- lnAxrrlrl dJ East Je(\h n -lnd. Wesl Revls€d 1U5125 nt Date Owner Sharepolnl>0G-APPLICATIONS AlL>Appllcatlon Forms>Site plan Page 94 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: Monday May 4 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Resolution Adopting the Water Supply Service Area Plan (WSSAP) SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Under WIDNR rule NR 854, public water systems serving 10,000+ people must develop a Water Supply Service Area Plan (WSSAP) by December 31, 2025. This plan is intended to help the Germantown Water Utility ensure they can meet water demands for the next 10 years. The Plan requires a map defining existing/future service areas, sourcing water information, and high level demand forecasts to ensure sustainable, efficient water supply management and infrastructure. As per the NR 854 rule, the Plan was posted online for public review and comment for 30 days. No comments were received during that period. The Village Board needs to memorialize acceptance of the WSSAP. ___________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION X OTHER _____ RECOMMENDATION: Staff is recommending adoption of the WSSAP by resolution with review in 5 years and a revised plan in 10 years. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 95 of 201 STATE OF WISCONSIN VILLAGE OF GERMANTOWN WASHINGTON COUNTY RESOLUTION NO. _____-2025 A RESOLUTION ADOPTING THE WATER SUPPLY SERVICE AREA PLAN OF THE GERMANTOWN WATER UTILITY WHEREAS, the Village operates the Germantown Water Utility, a public water system subject to the rules and regulations of the Wisconsin Department of Natural Resources; and WHEREAS, under Wis. Admin. Code Ch. NR854, a public water system serving more than 10,000 people must develop a Water Supply System Area Plan (“WSSAP”); and WHEREAS, Village staff worked with Foth Infrastructure & Environment, LLC to develop the WSSAP; and WHEREAS, the WSSAP has been posted online for public review and comment for at least 30 days in accordance with NR854; NOW, THEREFORE, BE IT RESOLVED by the Village Board of the Village of Germantown that the attached WSSAP dated December 2025 is hereby adopted and approved. Adopted: August 18, 2025 ______________________________________ Robert A Soderberg, Village President ATTEST: ____________________________________ Donna Ott, Village Clerk Page 96 of 201 Plan Water Supply Service Area Plan (WSSAP) Village of Germantown Washington County, Wisconsin December 2025 Project ID: 25G018.03 Solving our clients’ toughest science and engineering challenges. Page 97 of 201 Water Supply Service Area Plan Project ID: 25G018.23 Prepared for Village of Germantown N112 W17007 Mequon Road Germantown, WI 53022 Prepared by Foth Infrastructure & Environment, LLC December 2025 Copyright©, Foth Infrastructure & Environment, LLC 2025 Ballpark Commons Office Building • 7044 South Ballpark Drive, Suite 200 • Franklin, WI 53132 • (414) 336-7900 • foth.com REUSE OF DOCUMENTS This document (including any enclosures and attachments) has been prepared for the exclusive use and benefit of the addressee(s) and solely for the purpose for which it is provided. Any use outside of said purpose and/or by anyone other than the addressee (s) is at the unauthorized user’s sole risk. Page 98 of 201 Water Supply Service Area Plan • Germantown, WI Water Supply Service Area Plan Table of Contents Page Executive Summary 1. Introduction .............................................................................................................................. 1 1.1 Purpose ........................................................................................................................ 1 1.2 Previously Approved Plans and Agreements............................................................. 1 1.3 Scope of Work .............................................................................................................. 1 1.4 Location ........................................................................................................................ 2 1.5 Water Service Area ...................................................................................................... 2 1.6 Land Use ....................................................................................................................... 2 1.7 Population Projections ................................................................................................ 2 2. Sources of Supply .................................................................................................................... 5 2.1 Existing Sources of Supply .......................................................................................... 6 2.2 Alternate Water Supply Sources ................................................................................. 8 2.2.1 Surface Water Supply Source ...................................................................... 8 2.2.2 Groundwater Supply Source ........................................................................ 8 2.2.3 Connection to Neighboring Water Communities ..................................... 10 3. Water Quality of Existing Sources ......................................................................................... 10 4. Existing Water System ........................................................................................................... 10 4.1 Primary Pressure Zone ..............................................................................................12 4.2 High/Boosted Pressure Zone ...................................................................................14 4.3 Low/Reduced Pressure Zone ...................................................................................14 4.4 Interzone Transfer .....................................................................................................14 5. Water Use ................................................................................................................................ 14 5.1 Past and Present Water Demand .............................................................................14 5.2 Average Annual Water Use .......................................................................................14 5.3 Historical Water Sales ...............................................................................................15 5.4 Non-Revenue Water ...................................................................................................15 5.5 Seasonal Water Use...................................................................................................16 5.6 Top 10 Water Users ...................................................................................................16 5.7 Maximum Day Water Use ..........................................................................................17 5.8 Unit Consumption Values..........................................................................................18 Page 99 of 201 Table of Contents (continued) Page Water Supply Service Area Plan • Germantown, WI 5.8.1 Residential Water Use ................................................................................ 19 5.8.2 Multi-Family Water Use .............................................................................. 20 5.8.3 Commercial/Business Park Water Use .................................................... 20 5.8.4 Industrial Water Use ................................................................................... 21 5.8.5 Public Water Use ........................................................................................ 22 5.9 Summary of Design Factors .....................................................................................22 5.10 Design Water Demands .............................................................................................23 6. Supply and Storage Analysis ................................................................................................. 24 6.1 Reliable Supply Capacity Evaluation ........................................................................25 6.2 Water Storage Facilities Design Criteria ..................................................................27 6.3 Water Storage Facilities Evaluation ..........................................................................28 7. WSSAP Recommendations ................................................................................................... 28 7.1 Previously Recommended Sources of Supply .........................................................30 7.2 Alternate Source Evaluation ......................................................................................30 7.3 Recommended Alternative ........................................................................................30 7.4 Environmental Impact ...............................................................................................32 7.5 Economic Impact .......................................................................................................32 7.6 Public Participation....................................................................................................32 7.7 WSSAP Updates .........................................................................................................32 Tables Table 1-1 2035 Service Area Land Use Summary .............................................................................. 5 Table 2-1 Summary of Wells ................................................................................................................ 7 Table 2-2 WDNR Approved Well Capacities ........................................................................................ 7 Table 2-3 Average Well Withdrawal Rates .......................................................................................... 7 Table 2-4 Washington County Bedrock Geology ................................................................................ 9 Table 3-1 Inorganic Raw Water Characteristics ...............................................................................11 Table 3-2 Radionuclide Raw Water Characteristics .........................................................................12 Table 3-3 PFAS Treated Water Characteristics ................................................................................12 Table 5-1 Average Annual Water Use ................................................................................................15 Table 5-2 Historical Water Sales .......................................................................................................16 Table 5-3 Summary for Monthly Water Use from 2014-2024..........................................................16 Table 5-4 2024 Largest Water Users by Volume ..............................................................................17 Table 5-5 Historical Maximum Day Water Use Summary ................................................................18 Page 100 of 201 Table of Contents (continued) Page Water Supply Service Area Plan • Germantown, WI Table 5-6 Maximum Day to Average Day Ratio Evaluation ..............................................................18 Table 5-7 Metered Sales.....................................................................................................................19 Table 5-8 Residential Water Use ........................................................................................................19 Table 5-9 Multi-Family Water Use ......................................................................................................20 Table 5-10 Commercial/Business Park Water Use ..........................................................................21 Table 5-11 Industrial Water Use ........................................................................................................21 Table 5-12 Public Water Use ..............................................................................................................22 Table 5-13 Design Demand Rates .....................................................................................................23 Table 5-14 Ultimate Water Use Design Factors per Acre ................................................................23 Table 5-15 Ultimate Water Use Design Factors per Capita .............................................................23 Table 5-16 Existing Design Demands ................................................................................................24 Table 5-17 2035 Design Demands Classifications ..........................................................................24 Table 5-18 2035 Design Demands ....................................................................................................24 Table 6-1 Existing Reliable Supply and System Capacity Evaluation ..............................................26 Table 6-2 2035 Recommended Reliable Capacity Evaluation .........................................................27 Table 6-3 Reliable Supply and Storage Analysis based on Projected 2035 Demands ..................29 Appendices Appendix A 2014 – 2024 Top 10 Water Users Appendix B Public Notice and Review Comments Page 101 of 201 Water Supply Service Area Plan • Germantown , WI Water Supply Service Area Plan (WSSAP) Executive Summary Purpose Wisconsin law requires communities serving a population over 10,000 people that withdraw water from waters of the State to prepare a Water Supply Service Area Plan (WSSAP) by the end of 2025. The purpose of this plan is to help the Germantown Water Utility ensure they can meet water demands for the next 10 years. This is accomplished through a high-level analysis of the existing and anticipated future water supply and storage facilities. Existing Water System Germantown’s water system is comprised of six (6) groundwater wells, two (2) water treatment facilities, four (4) elevated storage tanks, one (1) booster station, and three (3) pressure reducing valve vaults. An additional groundwater well will be placed into service in January 2026. The water distribution system provides a means of transporting and distributing water from the water treatment plants and wells to the utility customers. Within Germantown’s water system, there are three pressure zones including the Primary Pressure Zone, the Low/Reduced Pressure Zone, and the High/Boosted Pressure Zone. The majority of the infrastructure is within the Primary Pressure Zone, but the system can provide water between the three zones. Water Quality Raw water quality is generally good with the exception of radium and iron being present in some of the water captured from the wells. Treatment is completed prior to the water entering the distribution system. All treatment points are regularly monitored to ensure water entering the distribution system meets all state and federal requirements for consumption. Current Water Use Germantown’s average day water demand is approximately 2.1 million gallons per day with a maximum daily demand of approximately 4.2 million gallons/day. 2035 Water Use Projections Germantown’s average day water demand in 2035 is projected to be approximately 3.0 million gallons per day with a maximum daily demand of approximately 6.0 million gallons/day. WSSAP Recommendations Based on the supply analysis, the Village will have sufficient supply through the 10-year planning period. In 2035, the combined reliable supply capacity is anticipated to be at 98%. In addition, the High/Boosted Pressure Zone would have a supply deficit in the event of failure of the booster station supply or discharge main. It is recommended that the Village continue planning for two (2) additional deep wells. One will be located in the Primary Pressure Zone and the second in the High/Boosted Pressure Zone. The Village should also plan for an elevated storage tank in the High/Boosted Pressure Zone. Additionally, the Village should plan to monitor water use annually and review the WSSAP a minimum of every five (5) years. Significant changes to water use may adjust the timeframe for the recommended improvements. Public Participation The Village has undertaken a public participation process and invited comments to finalize the WSSAP. All comments are incorporated via Appendix B. Page 102 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 1 1. Introduction The Village of Germantown Water Utility is a municipally owned utility that provides water service to residences and businesses within the Village’s corporate boundaries and a portion of the Village of Menomonee Falls . The Village currently obtains water from six (6) groundwater wells. A seventh (7) well will be placed into service in January 2026. The water from two (2) of the wells is treated using pressure filtration and hydrous manganese oxide (HMO) addition at the well stations prior to being discharg ed to the distribution system. The distribution system is separated into three (3) pressure zones. Wisconsin State Statue s281.348 requires all public water systems serving a population of 10,000 or more that withdraw water from waters of the State to have a water supply service area plan (WSSAP) prepared by December 31, 2025. Requirements and procedur es for the WSSAP, established in Wisconsin Administrative Code NR 854 (Water Supply Service Area Planning Rule), became effective On July 1, 2024. In response to the need for this plan, the Village of Germantown retained Foth Infrastructure and Environment, LLC to prepare a WSSAP to meet the requirements set forth in NR 854. 1.1 Purpose The objective of the WSSAP is to develop a process that helps a water utility ensure they can adequately supply their customers over a 10 -to-20-year planning period. The WSSAP is intended to be used as a planning document and is not meant to contain the level of detail required for an engineered facility plan. The purpose of this plan is to provide background on the Village of Germantown’s existing water system and water use, develop a high -level basis of criteria required to evaluate water supply and storage requirements, and identify the required supply and storage improvements necessary to serve the Village of Germantown over the next 10-year planning period until 2035. 1.2 Previously Approved Plans and Agreements In the development of the WSSAP, the Village was requested to provide all previously approved planning documents to ensure a consistent plan. Planning documents used in the development of the WSSAP include: ◆ Village of Germantown 2050 Comprehensive Plan, Adopted September 26, 2022. ◼ Amendment No. 1 – Adopted May 15, 2023 ◼ Amendment No. 2 – Adopted November 20, 2023 ◆ A Regional Water Supply Plan for Southeastern Wisconsin – Planning Report No. 52, SEWRPC, 2010. ◆ Community Assistance Planning Report No. 70 (2nd Edition), Sanitary Sewer Service Area for the Village of Germantown and Environs, Washington County, Wisconsin, SEWRPC, 2023, 2025. 1.3 Scope of Work The Village requested preparation of a 1 0-year WSSAP to accomplish the objectives set forth in NR 854 of the Wisconsin Administrative Code. The primary objectives of the work are listed below: Page 103 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 2 ◆ Provide background information on the Village of Germantown. ◆ Determine the estimated water service area population throughout the planning period. ◆ Provide a summary of existing sources of supply. ◆ Provide a summary of the existing water system. ◆ Identify water quality issues in the Village’s existing sources of supply. ◆ Determine the Village’s projected water demand throughout the planning period. ◆ Summarize the basis of design criteria used for evaluating supply and storage capacities. ◆ Evaluate alternative water sources. ◆ Provide recommendations for future water system improvements and water sources. ◆ Provide recommendations for the analysis of consistency with other plans and agreements, public participation, and submission policies. ◆ Prepare a report documenting all phases of the plan. 1.4 Location The Village of Germantown is located in the southeast corner of Washington County, Wisconsin. The Village is located north west of Milwaukee and approximately 10 miles west of Lake Michigan. The Village encompasses a combined area of approximately 34.45 square miles. The northern portion of the Village is primarily rural residential and agricultural. The majority of the existing urban development is located in the southern central portion of the Village. The Village is bound on the north by the Town of Jackson, on the west by the Village of Richfield, on the east by the City of Mequon, and on the south by the Village of Menomonee Falls. 1.5 Water Service Area The Village of Germantown currently provides water service within the corporate boundaries of the Village of Germantown and a portion of the Village of Menomonee Falls. As part of this Study, the existing water service area was approximated based on GIS data and billing meter data. The ultimate water service area coincides with the sanitary sewer service area that is anticipated to be approved by the Milwaukee Metropolitan Sewerage District (MMSD) and the Wisconsin Department of Natural Resources (WDNR) in early 2026. The parcels currently served and the ultimate service area are shown in Figure 1-1. Parcels shown on the figure within the ultimate service area boundary that are not served are either not developed or are served by private wells. To determine the proposed service area at the end of the planning period , the Village Staff identified all parcels they anticipate will be developed by 2035. These areas are shown in Figure 1-1. 1.6 Land Use Land use data, when combined with water use data, provides a basis for estimating water demands throughout the Village of Germantown. Existing land use classifications used in this report were based on current zoning information provided by the Village and are shown in Figure 1-2. The future land use for parcels proposed to be developed by 2035 was provided by the Village and is summarized in Table 1-1. 1.7 Population Projections There is generally a close relationship between a community’s population and water use. As a result, it can be expected that water demands will increase as the population grows. Precise Page 104 of 201 PLEASANT HILL RD HOL Y HILL ROAD GOLDENDALE ROAD MAPLE ROAD DIVISION ROAD PIONEER RD FREISTADT ROAD SCENIC RD HOL Y HILL ROAD HUBERTUS RD MEQUON RD DONGES BAY RD COUNTY LINE RD FOND DU LAC AVE WILLOW CREEK RD WASAUKEE RD COUNTRY AIRE DR COLGATE RD BARK LAKE RD DIVISION RD PILGRIM RD COUNTRY AIRE DR PLEASANT VIEW DR HILLSIDE RD VILLAGE OF RICHFIELD VILLAGE OF GERMANTOWN VILLAGE OF LISBON VILLAGE OF MENOMONEE FALLS CITY OF MILWAUKEE CITY OF MEQUON TOWN OF CEDARBURG TOWN OF JACKSON TOWN OF POLK TOWN OF GERMANTOWN TOWN OF GERMANTOWN TOWN OF GERMANTOWN TOWN OF GERMANTOWN P 45 45 167 145 167 175 145 175 41 41 December 2025 ¯ 0 4,0002,000 Feet VILLAGE OF GERMANTOWN FIGURE 1-1: FUTURE WATER SERVICE AREA Path: Q:\Germantown, WI V\Water System Evaluation Study\GIS\aprx\NR 854 Study.aprx Water Service Area 2035 Development Areas to be Served 2035 Development Areas Already Served Municipal Boundaries Parcels Roads Pressure Zone Boundary Properties Currently Served Page 105 of 201 PLEASANT HILL RD HOL Y HILL ROAD GOLDENDALE ROAD MAPLE ROAD DIVISION ROAD PIONEER RD FREISTADT ROAD SCENIC RD HOL Y HILL ROAD HUBERTUS RD MEQUON RD DONGES BAY RD COUNTY LINE RD FOND DU LAC AVE WILLOW CREEK RD WASAUKEE RD COUNTRY AIRE DR COLGATE RD BARK LAKE RD DIVISION RD PILGRIM RD COUNTRY AIRE DR PLEASANT VIEW DR HILLSIDE RD VILLAGE OF RICHFIELD VILLAGE OF GERMANTOWN VILLAGE OF LISBON VILLAGE OF MENOMONEE FALLS CITY OF MILWAUKEE CITY OF MEQUON TOWN OF CEDARBURG TOWN OF JACKSON TOWN OF POLK TOWN OF GERMANTOWN TOWN OF GERMANTOWN TOWN OF GERMANTOWN TOWN OF GERMANTOWN P 45 45 167 145 167 175 145 175 41 41 December 2025 ¯ 0 4,0002,000 Ft VILLAGE OF GERMANTOWN FIGURE 1-2: LAND USE Path: Q:\Germantown, WI V\Water System Evaluation Study\GIS\aprx\NR 854 Study.aprx Existing Land Use Agriculture/Open Land Residential Multi-Family Residential MHP Mobile Home Park Residential Business Industrial Governmental/Institutional PDD Planned Development District Water Service Area Municipal Boundaries Parcels Roads 2035 Development and Rezoning Areas Page 106 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 5 Table 1-1 2035 Service Area Land Use Summary Classification Area (acres) Existing 10 Year Planning Period Add'l Dev. Total Low Density Residential 2,105 153 2,258 Medium Density Residential 0 High Density Residential 308 248 556 Residential Farmstead & Agriculture 230 (52) 178 Mixed Use 878 878 Commercial 664 (5) 659 Governmental/Institutional 467 (10) 457 Industrial 1,236 237 1,473 Park Open Space/Natural 4 4 Total 5,014 1,448 6,462 statistics on population and the number of dwelling units are reported by the Bureau of the Census for each decade. Population projections for each municipality in Wisconsin are developed by the Wisconsin Department of Administration (WDOA) and the Southeastern Wisconsin Regional Planning Commission (SEWRPC). The historic population estimates and WDOA and SEWRPC population projections are shown in Figure 1-3. The water service area population was estimated based on the number of residential customers that are currently served by the Village of Germantown. The water service area population shown in Figure 1-3 does not include Village residents that are served by private wells. It was assumed that by 2050 , the water service population will include all Village residents currently served by private wells. As shown, the population has increased slightly since 2010. WDOA is currently predicting that the Village’s population will begin to decline. This decline contradicts the anticipated growth previously projected by the WDOA and projected by the SEWRPC in the Village’s 2050 Comprehensive Plan. The 2035 and 2050 population, based on SEWRPC projections, is estimated to be 26,304 and 30,766 respectively. For the purposes of this Study, the projected population of the Village will be based on SEWRPC projections. It was assumed that the growth will be linear from 2025 to 2035. The 2035 Village population and water service area population were estimated to be 26,304 and 22,400 respectively. 2. Sources of Supply As part of the requirements for NR 854, the municipality is required to evaluate alternative sources of supply. There are over 11,000 public water systems in the State of Wisconsin, of which 268 are located in Washington County. A total of seven ( 7) of the 268 public water systems in Washington County are classified as municipal community water systems. Surface water and groundwater are both used as sources of supply by communities in the State of Wisconsin. Typically, smaller communities have relied on groundwater sources while larger communities adjacent to major rivers, large lakes, or the Great Lakes have used surface water. Page 107 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 6 Figure 1-3 Population Projection 2.1 Existing Sources of Supply The Village is currently supplied by six (6) groundwater wells. A seventh well (Well No. 12) will be placed in-service in January 2026. A summary of the individual well characteristics is included in Table 2-1. The discharge capacity of the wells is regulated by the WDNR. The WDNR approved well discharge capacities are summarized in Table 2-2. The average annual water withdrawal rate for each of the seven (7) wells over the past 10 years is summarized in Table 2- 3. Page 108 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 7 Table 2-1 Summary of Wells Characteristic Well 2 Well 3 Well 4 Well 5 Well 7 Well 11 Well 12 Construction Date 12/01/64 10/01/67 06/18/75 12/22/87 05/26/94 02/28/09 11/9/21 Service Zone Primary Primary Primary Primary Primary Primary High Diameter of Inner Casing, in 16.375 14 10 12 16 16 24 Depth of Inner Casing, ft 123 531 536.5 102.4 112 617 101 Diameter of Borehole, in 15.25 13.25 10 12 19.25 & 13 15 21 Depth of Borehole, ft 342 1,282 1,271 40 370 1,401 394 Static Water Level(a), ft 9 188 260 1 4.5 326 58 Pumping Water Level(a), ft 63 320 485 19 87.3 528 86 Specific Capacity(a), gpm/ft 9.3 7.6 1.6 44.4 8.5 3.7 28.6 Well Pumping Rate(a), gpm 500 1,001 357 800 700 751 800 (a) As reported on the Well Construction Reports. Table 2-2 WDNR Approved Well Capacities Well WDNR HiCap Well I.D. Approved Pump Capacity (gpm) Approval Date Maximum Monthly Approved Withdrawal (gpd) Well 2 BH245 500 10/12/1962 720,000 Well 3 BH246 680 3/30/1967 979,000 Well 4 BH247 500 6/18/1975 604,000 Well 5 BH277 1,100 9/3/1987 1,224,000 Well 7 HN169 1,200 8/25/1993 1,728,000 Well 11 WJ910 750 5/12/2008 1,080,000 Well 12 AAJ181 800 9/7/2021 691,000 Maximum Average Monthly Withdrawal 6,418,600 Maximum Reliable Monthly Withdrawal 4,690,600 Table 2-3 Average Well Withdrawal Rates Well Average Daily Withdrawal (000’s gpd) Average 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 000’s gpd gpm 2 155 156 198 200 219 182 224 220 179 177 183 190 132 3 231 293 301 218 62 264 349 364 288 243 257 261 181 4 207 245 249 236 270 185 325 172 231 248 248 238 165 5 569 552 388 378 397 333 382 451 422 452 358 425 295 7 611 742 658 543 631 536 691 625 498 526 366 584 406 11 535 305 289 259 347 284 189 232 289 331 321 307 213 12 - - - - - - - - - - - - - Total 2,308 2,292 2,083 1,833 1,926 1,785 2,160 2,064 1,905 1,976 1,733 2,006 1,393 Page 109 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 8 2.2 Alternate Water Supply Sources Alternative water sources near the Village of Germantown evaluated for this Study include surface water, groundwater wells, and connections to neighboring water systems. The following are summaries of the alternative water sources for the Village of Germantown. 2.2.1 Surface Water Supply Source The significant surface waters in the vicinity of the Village of Germantown include the Menomonee River and Lake Michigan. The Menomonee River is not viewed as a suitable source of supply for the Village of Germantown and is not being considered as an alt ernative supply source. Lake Michigan is the source of supply for numerous communities in eastern Wisconsin and is considered a suitable source of supply for the Village of Germantown. 2.2.2 Groundwater Supply Source Groundwater serves as the primary source of supply for all seven (7) of the municipal community water systems in Washington County, including the Village of Germantown. T here are three (3) primary groundwater aquifers in the vicinity of the Village including the Quaternary- age sand and gravel (Sand and Gravel Aquifer), Silurian-age Niagara Formation (Niagara Aquifer), and the Ordovician -age and Cambrian -age s andstone formations (Sandstone Aquifer) . The bedrock geology and known aquifers in the vicinity o f Washington and Ozaukee Counties are shown in Table 2-4. The Sand and Gravel Aquifer consist of outwash, glacial -lake deposits, or alluvium. The thickness of the Sand and Gravel Aquifer varies based on location and is primarily considered an adequate aquifer in areas west of the Village of Germantown. Generally, the Sand and Gravel Aquifer is not considered an adequate source of supply in the vicinity of the Village. The Niagara aquifer in the vicinity of the Village of Germantown is predominantly comprised of dolomite rock. The Niagara Aquifer can be locally confined ; however, it is often hydraulically connected to the overlying S and and Gravel Aquifer. Groundwater flow and availability within the Niagara is often dependent on local horizontal and vertical fracturing, typical of dolomite aquifers; however, more recent studies have shown that porous coarse -grained stratigraphic units, specifically the Racine Formation and Mayville Formation (lowest formation in the aquifer), can significantly contribute to well yield. The Niagara and underlying sandstone aquifers are separated by the Maquoketa shale formation, which is considered a low-permeable aquitard formation. The Sandstone Aquifer includes all Ordovician and Cambrian rocks older than the Maquoketa Shale formation. The Sandstone Aquifer in the Vicinity of the Village of Germantown can be divided into hydraulically connected subgroups consisting of the Galena-Platteville aquifer, upper sandstone aquifer, and lower sandstone aquifer. Of the three primary aquifers (Sand and Gravel, Niagara, and Sandstone) , the Niagara and Sandstone aquifers are considered the most suitable sources of water supply for the Village. Water quality in the individual aquifers varies based on location. Overall, the quality of the groundwater is fair to good; however, some water has characteristics that are unsuitable and require different levels of treatment to be suitable for industrial and domestic uses. Chemical characteristics of concern in the area include hardness, iron and manganese, sulfate, radium and Page 110 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 9 gross alpha, and arsenic. These characteristics need to be evaluated at individual sites to determine the adequacy of the individual aquifers. Table 2-4 Washington County Bedrock Geology System Rock Unit Lithology Aquifer Saturated Thickness Water Yield Comments Quaternary Holocene Deposits Unconsolidated clay, silt, sand, gravel, and organic matter. Sand and Gravel 0 – 500 ft; generally, 0 – 100 ft Up to +500 gpm Sufficient for domestic use Pleistocene Deposits Unconsolidated clay, silt, sand, gravel, cobbles, boulders, and organic matter. Devonian Undifferentiated Dolomite and Shale Dolomite, brown to gray and gray shale. Crevices and solution channels are abundant but discontinuous. Niagara 0 – 700 ft Up to 1,000 gpm; generally 150 – 500 gpm Sufficient for domestic, municipal, industrial, or irrigation use Silurian Undifferentiated Dolomite Dolomite, white to gray. Crevices and solution channels are abundant but discontinuous. Ordovician Maquoketa Shale Shale, dolomitic, blue-gray; dolomitic beds as thick as 65 feet occur at the top. Na Na Confining Galena Dolomite, Decorah Formation, and Platteville Formation, Undifferentiated Dolomite and some slightly shaly dolomite, light-gray to blue-gray. Sandstone 300 – 900 ft Up to 1,200 gpm; generally 300 – 600 gpm Rarely used for domestic use because of depth and cost St. Peter Standstone Sandstone, fine- to medium grained, white to light-gray; dolomitic in some places, shaly at base in some places. Prairie du Chien Group Dolomite, gray or white; some sandstone and sandy dolomite. Camrian Trempealeau Formation Sandstone, very fine to medium grained; dolomite, light gray, interbedded with siltstone. Franconia Sandstone Sandstone, very fine to medium grained, siltstone or dolomite, sandstone, dolomitic at base, medium to coarse grained. Galesville Sandstone Sandstone, fine to medium grained, light gray Eau Claire Sandstone Sandstone, fine to medium grained, light gray to light pink, dolomitic, some shale beds. Mount Simon Sandstone Sandstone, white to light-gray; fine- to coarse-grained, mostly medium; some beds dolomitic, some interbedded shale. Precambrian Precambrian rocks, Undifferentiated Crystalline rocks. Page 111 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 10 2.2.3 Connection to Neighboring Water Communities The municipal community water systems nearest in proximity to the Village of Germantown include the Village of Jackson located approximately 9 miles to the north, the Village of Menomonee Falls located approximately 4 miles to the south, and the City of Mequon located approximately 5 miles to the east. The Village of Jackson is supplied with water from five (5) groundwater wells. The Village of Menomonee Falls is supplied with water from three (3) groundwater wells and surface water from Lake Michigan. The City of Mequon is supplied with surface water from Lake Michigan. The surplus capacities and transmission capacities of these water systems are unknown and are not currently being considered as alternative supply sources for the Village of Germantown. 3. Water Quality of Existing Sources Water quality characteristics determine the level and type of treatment that is required for a municipal water supply. Raw water quality can be generally based on inorganic, radionuclide, and per/poly-fluoroalkyls (PFAS) characteristics. Water quality sample results obtained from the WDNR public water system database were analyzed as part of this Plan. Inorganic raw water quality characteristics from the existing groundwater wells are summarized in Table 3 -1. Radionuclide raw water quality characteristics from the existing groundwater wells are summarized in Table 3-2. As shown in the tables, raw water from Well No. 4 exceeds the secondary standard for iron, raw water from Well No. 12 exceeds the secondary standard for copper, and raw water from all wells except Wells No. 3 and No. 4 exceed the secondary standard for TDS. Raw water from Wells No. 3 and No. 11 exceed the Wisconsin DNR Maximum Contaminant Limit (MCL) for total radium and gross alpha. Raw water samples have been collected at the entry points to the distribution system and analyzed for PFAS. The sampling results for PFAS are summarized in Table 3-3. As shown, PFAS concentrations are all below the MCL in the treated water entering the distribution system. 4. Existing Water System The Village of Germantown’s water system consists of a water distribution system, seven (7) groundwater wells, two (2) water treatment facilities (WTF), four (4) elevated storage tanks, one (1) booster station, and three (3) pressure reducing valve vaults. The water distribution system provides a means of transporting and distributing water from the water treatment plants and wells to the utility customers and other points of usage. Per the Village of Germantown’s 2024 Water, Electric, or Joint Utility Annu al Report submitted to the Wisconsin Public Service Commission (WPSC), the Village’s water distribution system consists of approximately 66.8 miles of water main ranging in size from 4-inch to 16-inch in diameter. The distribution system consists of three (3) pressure zones, including the Primary Pressure Zone, the High/Boosted Pressure Zone, and the Low/Reduced Pressure Zone. The pressure zones operate on different hydraulic grades, allowing the Village to serve a larger elevation range. A schematic of the Village of Germantown’s existing water system is shown in Figure 4-1. Page 112 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 11 Table 3-1 Inorganic Raw Water Characteristics Characteristic Concentration MCL Secondary Standard Well 2(a) Well 3(a) Well 4(a) Well 5(a) Well 7(a) Well 11(a) Well 12(b) Alkalinity, total, mg/l 300 300 260 330 310 210 350 Aluminum, mg/l ND ND ND ND ND ND ND 0.05 to 0.2 Antimony total, mg/l 0.00014 ND ND ND ND ND ND 0.006 Arsenic, mg/l 0.0013 ND 0.00059 0.0011 0.0009 0.0006 0.0017 0.010 Asbestos, FIB/l NT NT NT NT NT NT 7 Barium, mg/l 0.11 0.066 0.057 0.12 0.073 0.011 0.12 2 Beryllium total, mg/l ND ND ND ND ND ND ND 0.004 Cadmium, mg/l ND 0.00011 0.0001 ND ND ND ND 0.005 Calcium, mg/l 110 100 110 92 110 140 96 Chloride, mg/l 81 4.8 5 92 56 18 81 250 Chromium, mg/l ND ND ND ND ND ND ND 0.1 Copper ug/l NT NT NT NT NT NT 2.7 1.0 Cyanide, mg/l NT NT NT NT NT NT ND 0.2 Fluoride, mg/l 0.49 0.41 0.58 0.46 0.51 0.68 0.14 4.0 2.0 Hardness, Total (CaCO3), mg/l 480 380 380 420 440 430 460 Iron, mg/l 0.13 ND 0.3 ND ND ND 0.2 0.3 Lead, ug/l NT NT NT NT NT NT ND Magnesium, mg/l 46 30 25 46 42 23 50 Manganese, ug/l 6.4 9.9 29 17 5.4 ND 17 50 Mercury, mg/l ND ND ND ND ND ND ND 0.002 Nickel, mg/l 0.0061 0.002 0.0011 0.014 0.0032 0.0019 0.0017 0.1 Nitrate, mg/l NT NT NT NT NT NT 0.053 10 Nitrate-Nitrite (N03+N02), mg/l 0.93 ND ND 0.087 0.27 ND 0.053 10 Nitrite (N02-N), mg/l ND ND ND ND ND ND ND 1 Nitrogen-Ammonia as (N), mg/l NT NT NT NT NT NT pH, S.U. 7.19 7.52 7.47 7.25 7.19 7.22 7.27 Residue, TOT, Filt (TDS), mg/l 650 440 460 570 600 640 550 500 Selenium, mg/l ND ND ND ND ND ND ND 0.05 Silver, ug/l ND ND ND ND ND ND ND 0.1 Sodium, mg/l 31 7 7.5 36 33 18 37 Strontium, ug/l NT NT NT NT NT NT Sulfate, mg/l 130 70 110 61 130 240 49 250 Thallium Total, mg/l ND ND ND ND ND ND ND 0.002 NT – Not Tested ND – Non-Detect (a) Results from sample collected on 02/14/2017. (b) Results from sample collected on 11/2/2021. Page 113 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 12 Table 3-2 Radionuclide Raw Water Characteristics Characteristic Activity, pCi/l (unless indicated otherwise) MCL Well 2(a)(e) Well 3(b) Well 4(c)(e) Well 5(a)(e) Well 7(a)(e) Well 11(b) Well 12(d) Radium 226 ND 6.01 2.42 ND 0.553 10.2 ND 5 Radium 228 ND 5.2 1.86 ND ND 4.75 ND 5 Total Combined Radium ND 11.21 4.28 ND 0.553 14.95 ND 5 Gross Alpha (excl. radon & Uranium) 0.921 28.9 11.5 0.822 1.56 32.7 0.97 15 Radon-222 NT NT NT NT NT NT ND Combined Uranium, ug/l 0.575 0.2 0.289 0.351 0.286 0.424 ND 30 NT – Not Tested ND – Non-Detect (a) Results from sample collected on 0 1/29/2020. (b) Results from sample collected on 08/ 05/2025. (c) Results from sample collected on 0 3/07/2023. (d) Results from sample collected on 11/02/2021. (e) Results from grab at entry point to the system Table 3-3 PFAS Treated Water Characteristics Characteristic Concentration, ng/l MCL Well 2(a) Well 3(a) Well 4(a) Well 5(a) Well 7(a) Well 11(b) Well 12(d) PFBS 0.66 NT NT 0.56 0.46 NT 0.41 PFHXS 0.73 NT NT 0.64 0.53 NT 0.68 PFOA ND ND ND ND 0.59 ND 0.54 PFOS 0.64 ND ND 0.34 1.1 ND ND PFOA and PFOS Total 0.64 ND ND 0.34 1.69 ND 0.54 70 NT – Not Tested ND – Non-Detect (a) Results from sample collected on 01/24/2023. 4.1 Primary Pressure Zone The Primary Pressure Zone serves most of the Village and is supplied by six (6) groundwater wells (Wells No. 2, No. 3, No. 4, No. 5, No. 7, and No. 11). Well Stations No. 3 and No. 11 are provided with HMO feed systems and pressure filters for radium removal. Raw water from Wells No. 3 and No. 11 is pumped through pressure filters before being directly discharged to the distribution system. All well stations are provided with chlorination feed systems for disinfection and fluoride feed systems for prevention of dental caries. There are three (3) spheroid style elevated storage tanks that provide storage in the Primary Pressure Zone. Water Tower s No. 1 and No. 2 have tota l volumes of 500,000 gallons . Water Tower No. 3 has a total volume of 1,000,000 gallons. Page 114 of 201 WATER SYSTEM SYMBOL LEGEND Groundwater Well Hydraulic Control Valve Service Pump Vertical In-line Pump Flow Direction Elevated Tank River Pressure Zone Boundary Municipal Boundary Road TOWER NO. X VOL. MG HWL EL = X,XXX' LWL EL = X,XXX' WATER SYSTEM SYMBOL LEGEND Groundwater Well Raw Water Main Flow Control Valve Service Pump Flow Direction Pitless Booster Pump Elevated Storage Tank Municipal Boundary Pressure Zone Boundary Water Treatment Facilities Isolation Valve WTF WELL NO 11 WELL NO. 2 WELL NO. 5 WELL NO. 7 WELL NO. 4 WELL NO. 3 WELL NO. 12 MENOMONEE RIVER 41 41 45 175 145 LOW/REDUCED PRESSURE ZONE PRIMARY PRESSURE ZONE HIGH/BOOSTED PRESSURE ZONE 45 GOLDENDALE BOOSTER STATION 167 45 167 145 WTF FIGURE 4-1 EXISTING WATER SYSTEM SCHEMATIC VILLAGE OF GERMANTOWN WATER SUPPLY SERVICE AREA PLAN WTF X,XXX GPM 1,250 GPM 1,250 GPM TOWER NO. X VOL. MG HWL EL = X,XXX' Normally Closed Note: Distribution system shown is a generic representation of the actual water system and does not reflect actual location of the mains. TOWER NO. 3 1.0 MG HWL EL = 1,040' TOWER NO. 2 0.50 MG HWL EL = 1,040' TOWER NO. 1 0.50 MG HWL EL = 1,040' TOWER NO. 4 0.50 MG HWL EL = 1,110' Page 115 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 14 4.2 High/Boosted Pressure Zone The High/Boosted Pressure Zone serves the northwestern portion of the Village and is supplied by one (1) groundwater well (Well No. 12). Prior to discharge into the distribution system, raw water from Well No. 12 is treated with sodium hypochlorite for disinfection and fluoride for prevention of dental caries. There is one elevated storage tank that provides storage in the High/Boosted Pressure Zone. Water Tower No. 4 has a volume of 500,000 gallons and is a spheroid style tank. 4.3 Low/Reduced Pressure Zone The Low/Reduced Pressure Zone serves the southeastern portion of the Village and is supplied entirely by the Primary Pressure Zone. Water enters the Low/Reduced Pressure Zone through three pressure reducing valve stations. There are currently no groundwater wells or elevated storage tanks in the Low/Reduced Pressure Zone. 4.4 Interzone Transfer The Village operates one booster station. The Goldendale Booster Station houses two (2) service pumps and a flow control valve. In addition, a pitless style booster pump is located at the Goldendale Booster Station site. The service pumps and pitless booster pump allow transfer of water from the Primary Pressure Zone to the High/Boosted Pressure Zone. The flow control valve can transfer water from the High/Boosted Pressure Zone to the Primary Pressure Zone. 5. Water Use The analysis of present and past water use, as well as the projection of future water use, serve as the basis for capital improvements planning for the water supply and distribution system. Present and past water use was analyzed using water use information obtained from the WPSC and the Village. From this information, basic water use design criteria was developed. When applied to the land use and/or population data, the basic water use design criteria can be used to determine the water use requirements at various stages of development. The following sections summarize the methodology used to determine the basic water use design criteria. 5.1 Past and Present Water Demand An analysis of past and present water demand was completed based on information obtained from the PSC and Village. The total volume of water supplied to the users is measured at the well stations. Water use factors that must be determined to design storage, pumping, and pipeline facilities include average annual water use, maximum day water use, and peak hourly fluctuations. 5.2 Average Annual Water Use The volume of water supplied to the Village from 2014 to 2024 was evaluated to determine the average annual water use. A summary of total water pumpage and total water sold is provided in Table 5-1. The total average annual finished water pumpage (treated water entering the Village) has decreased 19.4 percent since 2014 from 2.15 mgd to 1.73 mgd. The total water sold within the Village’s water service area has decreased 18.0 percent since 2014 from 1.798 mgd to 1.475 mgd. For the purposes of this plan, a conservative existing average annual design demand of 2.10 mgd will be used for evaluating system capacities. Page 116 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 15 Table 5-1 Average Annual Water Use Year Total Raw Water Pumpage (000's gal) Total Finished Water Pumpage (000's gal) Avg Annual Demand (gpd) Total Sales (000's gal) Average Annual Sales (mgd) Non- Revenue (000's gal) Non - Revenue (%) Water Loss (000's gal) Water Loss (%) 2014 787,390 784,990 2,150,658 656,303 1.798 128,687 16% 114,673 15% 2015 820,000 820,000 2,246,575 698,737 1.914 121,263 15% 104,459 13% 2016 755,701 755,701 2,064,757 582,434 1.596 173,267 23% 83,209 11% 2017 665,190 665,190 1,822,438 539,912 1.479 125,278 19% 39,280 6% 2018 702,879 702,879 1,925,696 582,561 1.596 120,318 17% 40,318 6% 2019 648,856 648,856 1,777,688 512,608 1.404 136,248 21% 98,407 15% 2020 791,124 791,124 2,161,541 655,106 1.795 136,018 17% 24,018 3% 2021 752,382 752,382 2,061,321 740,013 2.027 12,369 2% 122,631 16% 2022 668,326 668,326 1,831,030 613,236 1.680 55,085 8% 55,085 8% 2023 720,928 720,928 1,975,145 654,907 1.794 66,021 9% 66,021 9% 2024 634,329 634,329 1,733,139 538,236 1.475 96,093 15% 96,093 15% Avg 722,464 722,246 1,977,272 615,823 1.687 106,422 15% 76,745 11% 5yr - Running Avg. 713,418 713,418 1,952,435 640,300 1.754 73,117 10% 72,770 10% 5.3 Historical Water Sales A historical summary of the number of customers served and total water used based on individual customer class is shown in Table 5-2. As shown in the table, the residential, multi- family, commercial, industrial, and public water has been relatively constant. Overall, residential water use consists of approximately 42 percent of the total retail sales, multi-family water use consists of approximately 9 percent of the total retail sales , commercial water use consists of approximately 20 percent of the total retail sales, industrial water use consists of approximately 27 percent of the total retail sales, and public water use consists of ap proximately 2 percent of the total retail sales. 5.4 Non-Revenue Water Non-revenue water includes the water that is pumped but not sold in the water system. Non-revenue water consists of unbilled authorized consumption, apparent losses, and real losses. Unbilled authorized consumption includes some metered uses such as wate r use to prevent freezing and unmetered estimated uses such as hydrant flushing and fire protection. Apparent losses include estimated losses due to unauthorized consumption (theft), data and billing errors, and meter inaccuracies. Real losses include es timated reported and unreported leakage. A summary of the Village’s non-revenue water is included in Table 5-1. The total non- revenue water has ranged from 2 to 23 percent from 2014 to 2024 and averaged 15 percent. The total real losses have ranged from 3 to 16 percent from 2014 to 2024 and averaged 11 percent. For the purposes of this study, a non -revenue water use of 15 percent will be used when determining water demands. Page 117 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 16 Table 5-2 Historical Water Sales Year Total Sales (000's Gal) Residential Multi-Family Commercial Industrial Public 000's Gal % of Retail 000's Gal % of Retail 000's Gal % of Retail 000's Gal % of Retail 000's Gal % of Retail 2014 656,303 264,880 40% 49,317 8% 106,747 16% 227,407 35% 7,952 1% 2015 698,737 270,293 39% 51,143 7% 121,561 17% 247,368 35% 8,372 1% 2016 582,434 262,740 45% 49,760 9% 126,118 22% 134,939 23% 8,877 2% 2017 539,912 255,115 47% 49,659 9% 128,166 24% 96,416 18% 10,556 2% 2018 582,561 249,242 43% 51,029 9% 128,235 22% 144,840 25% 9,215 2% 2019 512,608 242,644 47% 50,407 10% 127,015 25% 82,754 16% 9,788 2% 2020 655,106 248,957 38% 77,153 12% 117,846 18% 203,066 31% 8,084 1% 2021 740,013 242,287 33% 82,109 11% 125,878 17% 281,292 38% 8,447 1% 2022 613,236 241,063 39% 55,748 9% 118,982 19% 185,523 30% 11,925 2% 2023 654,907 258,972 40% 62,921 10% 142,259 22% 179,538 27% 11,217 2% 2024 538,236 241,955 45% 55,103 10% 123,151 23% 108,077 20% 9,950 2% Avg. 42% 9% 20% 27% 2% 5.5 Seasonal Water Use Understanding seasonal fluctuations in water usage are important factors in the design and sizing of water supply and storage facilities. Monthly water use information for the Village was determined using WPSC annual reports from 2014 to 2024. A summary of the monthly water use is included in Table 5-3. Table 5-3 Summary for Monthly Water Use from 2014-2024 Month Water Use Percent of Average Month Average Percent of Total Pump 000’s Gal gpd January 57,693 1,861,070 96% 8% February 49,439 1,765,695 82% 7% March 54,692 1,764,258 91% 8% April 50,976 1,699,191 85% 7% May 61,046 1,969,226 101% 8% June 66,796 2,226,542 111% 9% July 74,495 2,403,076 123% 10% August 74,952 2,417,795 125% 10% September 64,366 2,145,533 107% 9% October 59,115 1,906,941 98% 8% November 53,427 1,780,894 88% 7% December 55,464 1,789,152 92% 8% Total 100% 5.6 Top 10 Water Users The ten (10) largest water users for each year from 2014 through 2024 were provided by the Village. The largest water users by volume, as reported by the Village, in 2024 are summarized in Table 5-4. The largest water user in 2024 was G & H Pets , LLC. These top users make up approximately 30 percent of the total water sales in Germantown. A summary of the top 10 users since 2014 is included in Appendix A. Page 118 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 17 Table 5-4 2024 Largest Water Users by Volume Customer Use Category Amount Sold (000’s gal) Amount Sold (gpd) Percent of Total Annual Water Sold G & H PETS LLC Industrial 86,470(a) 236,904 16.1 DSM FOOD SPECIALTIES Industrial 16,407 44,951 3.0 SUNLITE PLASTICS Industrial 10,059 27,559 1.9 HILLTOP HIGHLANDS/BROOKSIDE Residential 8,711 23,866 1.6 FIRST CHOICE INGREDIENTS Industrial 8,480 23,233 1.6 WEST ROCK Industrial 8,359 22,901 1.6 DSM FOOD SPECIALTIES (METER 2) Industrial 7,600 20,822 1.4 STERLING PHARMA SOLUTIONS Industrial 7,402 20,279 1.4 FAIRWAY KNOLL Multifamily 4,314 11,819 0.8 GERMANTOWN HIGH SCHOOL Institutional 4,042 11,074 0.8 Total 161,884 443,408 30.1 (a) G & H Pets, LLC’s meter was replaced in 2025 due to inaccurate readings. Amount sold in 2024 was estimated based on 4 th quarter readings from 2025. 5.7 Maximum Day Water Use The maximum day demand is defined as the amount of water pumped during a single day of the year with the highest water usage. The maximum day demand is often expressed as a ratio (or factor) of the annual average day pumpage. Maximum day demand ratios vary from municipality to municipality based on factors such as population, primary land use, climate, and economic status. Typically, maximum day demands usually occur during the summer months, on hot days, and during dry periods. The high demands are typically related to watering lawns, irrigation/gardening, washing, and industrial cooling. It is important to note that artificial demands caused by water main breaks, tank filling/overflows, or hydrant flushing b e identified and excluded from the evaluation for determining maximum day demands. Water records were analyzed to determine the maximum daily demand for the Village. Maximum day demand is recorded in the annual WPSC reports. A summary of the historical maximum day water use in the Village is shown in Table 5-5. As shown, the ratio of maximum day water use to average annual water use has ranged from 1.55 to 2.15. The majority of the maximum day demands occur during periods of high demands in summer. However, some of the highest maximum day demands have historically occurred when one of the Village’s largest water consumers takes their private well offline and exclusively relies on the Village as its sole source of supply. For the purposes of this plan, an evaluation was performed to determine the appropriate maximum day demand ratio to be used for evaluating the water system capacity. A summary of the evaluation is shown in Table 5-6. For the years 2014 to 2024, the average maximum day demand ratio was 1.78, with a standard deviation of 16 percent. To evaluate the existing water supply and storage needs for this plan, a maximum day to average day ratio of 2.00 will be used. Even with the artificial maximum day demands, this ratio provides a confidence level greater than 90 percent based on maximum day pumpage ratios reported over the evaluation period. Page 119 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 18 Table 5-5 Historical Maximum Day Water Use Summary Year Avg. Day Max. Day Date of Ratio of Pumpage Pumpage Max. Day of Max. to (MGD) (MGD) Day Week Avg. Day Reason for Max. Day 2014 2.15 4.627 5/21 Wednesday 2.15 Large User On-Line. 2015 2.25 3.695 7/23 Thursday 1.64 High Demand. 2016 2.06 3.643 7/13 Wednesday 1.76 High Demand. 2017 1.82 3.418 8/23 Wednesday 1.88 High Demand. 2018 1.93 3.433 7/13 Friday 1.78 High Demand. 2019 1.78 3.039 9/6 Friday 1.71 High Demand. 2020 2.16 3.342 7/31 Friday 1.55 High Demand. 2021 2.06 4.038 6/9 Wednesday 1.96 High User. 2022 1.83 3.285 8/10 Wednesday 1.79 Summer User. 2023 1.98 3.207 - - 1.62 - 2024 1.73 3.026 - - 1.75 - Table 5-6 Maximum Day to Average Day Ratio Evaluation Item 2014 – 2024 Number of Years of Data 11 Maximum Ratio - Max. to Avg. Day Pumpage 2.15 Minimum Ratio - Max. to Avg. Day Pumpage 1.55 Average Ratio Max. to Avg. Day Pumpage 1.78 Standard Deviation 16% Confidence Level (%) Ratio of Max. to Avg. Day Pumpage 2014 – 2024 80% 1.92 85% 1.95 90% 1.99 95% 2.05 98% 2.11 99% 2.15 5.8 Unit Consumption Values Projections of customer demands serve as the basis for capital improvements planning. Water consumption data for the Village serves as the basis for estimating future water needs within the future water service area. All the residential, commercial, industrial, and public customers in the Village are metered. The water data and number of customers for each customer class are presented in Table 5-7. Water use and customer data can be used to develop per capita and per customer unit consumption values and consumption values on an acreage basis. The per capita and per acreage unit consumption values are necessary to determine future water requirements for the design of supply and storage facilities. Page 120 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 19 Table 5-7 Metered Sales Year Total Sales 000's Gal Residential Multi-Family Commercial Industrial Public 000's Gal No. of Cust. 000's Gal No. of Cust. 000's Gal No. of Cust. 000's Gal No. of Cust. 000's Gal No. of Cust. 2014 656,303 264,880 4,774 49,317 107 106,747 433 227,407 22 7,952 23 2015 698,737 270,293 4,840 51,143 108 121,561 451 247,368 22 8,372 19 2016 582,434 262,740 4,857 49,760 108 126,118 450 134,939 22 8,877 23 2017 539,912 255,115 4,865 49,659 108 128,166 466 96,416 22 10,556 23 2018 582,561 249,242 4,868 51,029 109 128,235 455 144,840 22 9,215 23 2019 512,608 242,644 4,878 50,407 110 127,015 459 82,754 23 9,788 23 2020 655,106 248,957 4,898 77,153 141 117,846 462 203,066 26 8,084 23 2021 740,013 242,287 4,957 82,109 141 125,878 465 281,292 26 8,447 25 2022 613,236 241,063 5,294 55,748 145 118,982 454 185,523 24 11,925 33 2023 654,907 258,972 5,034 62,921 147 142,259 448 179,538 25 11,217 24 2024 538,236 241,955 5,143 55,103 149 123,151 470 108,077 25 9,950 34 5.8.1 Residential Water Use Residential water use consists of dwelling buildings that serve a single family or two - family unit through a single meter. Residential water use accounts for the majority of water use within the Village. The residential water use was estimated based on gallon per capita day (gpcd) and gallon per acreage day (gpad) basis. The residential water use per capita was estimated based on 2024 annual residential water use and estimated water service area population. The estimated water service area population includes customers classified as residential and multi -family. A summary of residential water use is shown in Table 5-8. A per capita average day water use of 50 gpcd will be used for projecting future residential water use. Table 5-8 Residential Water Use Year No. of Customers Est. Water Service Population Annual Water Use (000 gal's) Per Customer (gpd) Per Capita (gpd) 2014 4,774 14,413 264,880 152 50 2015 4,840 14,602 270,293 153 51 2016 4,857 14,646 262,740 148 49 2017 4,865 14,666 255,115 144 48 2018 4,868 14,694 249,242 140 46 2019 4,878 14,740 242,644 136 45 2020 4,898 15,427 248,957 139 44 2021 4,957 15,578 248,957 138 44 2022 5,294 16,522 241,063 125 40 2023 5,034 15,898 258,972 141 45 2024 5,143 16,218 241,955 129 41 Avg. 140 46 Residential water use, on an acreage basis, was estimated based on parcels with access to water service that were zoned as residential in 2024 and annual residential water use. There are approximately 2,105 acres of land within the existing service area that had access to water service that was classified for residential use. Approximately 241,955,000 gallons of water was Page 121 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 20 used for residential purposes in 2024. On this basis, residential water use is 314 gpad. Due to the large fluctuation of dwelling unit densities in residential land, a conservative design factor of 400 gpad will be used for projecting future residential water. 5.8.2 Multi-Family Water Use Multi-family residential water use includes multiple -dwelling unit buildings serving three (3) or more family units through a single meter. The multi-family residential water use was estimated based on per capita and per acreage basis. The multi-family water use per capita was estimated based on annual multi-family water use and estimated water service area population. A summary of multi-family water use is shown in Table 5-9. A per capita average day water use of 10 gpcd will be used for projecting future multi-family water use. Table 5-9 Multi-Family Water Use Year No. of Customers Est. Water Service Population Annual Water Use (000 gal's) Per Customer (gpd) Per Capita (gpd) 2014 107 14,413 49,317 1,263 9 2015 108 14,602 51,143 1,297 10 2016 108 14,646 49,760 1,262 9 2017 108 14,666 49,659 1,260 9 2018 109 14,694 51,029 1,283 10 2019 110 14,740 50,407 1,255 9 2020 141 15,427 77,153 1,499 14 2021 141 15,578 82,109 1,595 14 2022 145 16,522 55,748 1,053 9 2023 147 15,898 62,921 1,173 11 2024 149 16,218 55,103 1,013 9 Avg. 1,269 10 Multi-family water use, on an acreage basis, was estimated using high density land use areas within the existing service area and 202 4 annual multi-family water use. There are approximately 308 acres of land within the existing service area that is classified for multi-family use. Approximately 55,103,000 gallons of water was used for multi-family purposes in 2024. On this basis, multi-family water use is 489 gpad. A conservative design factor of 500 gpad will be used for projecting future multi-family water use. 5.8.3 Commercial/Business Park Water Use Commercial water use consists of business, not -for-profit organizations, and other institutions (with the exception of governmental) that provide goods or services and that take services for non -residential purposes. Commercial type water uses include chu rches, private schools/colleges/universities, restaurants, gas stations, strip malls, co-ops, etc. The commercial water use was estimated based on per capita and per acreage basis. The commercial water use per capita was estimated based on 2024 annual commercial/business park water use and estimated water service area population. A summary of the Village’s existing commercial/business park water use is shown in Table 5-10. A per capita average day water use of 25 gpcd will be used for projecting future commercial water use. Page 122 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 21 Table 5-10 Commercial/Business Park Water Use Year No. of Customers Est. Water Service Population Annual Water Use (000 gal's) Per Customer (gpd) Per Capita (gpd) 2014 433 14,413 106,747 675 20 2015 451 14,602 121,561 738 23 2016 450 14,646 126,118 768 24 2017 466 14,666 128,166 754 24 2018 455 14,694 128,235 772 24 2019 459 14,740 127,015 758 24 2020 462 15,427 117,846 699 21 2021 465 15,578 117,846 694 21 2022 454 16,522 118,982 718 20 2023 448 15,898 142,259 870 25 2024 470 16,218 123,151 718 21 Avg. 742 22 Commercial/business park water use, on an acreage basis, was estimated using commercial land use areas within the existing service area and 202 4 annual commercial water use. There are approximately 664 acres of land within the existing service area that is classified for commercial use. Approximately 123,151,000 gallons of water w as used for commercial purposes in 2024. On this basis, commercial/business park water use is 507 gpad. A design factor of 550 gpad will be used for projecting future commercial/business park water use. 5.8.4 Industrial Water Use Industrial water users include customers that engage in the manufacturing or production of goods. Industrial water use per customer varies greatly depending on the type of industry. The industrial water use was estimated based on per capita and per acreage basis. The industrial water use per capita was estimated based on 2024 annual industrial water use and estimated water service area population. A summary of industrial water use is shown in Table 5-11. A per capita average day water use of 30 gpcd will be used for projecting future industrial water use. Table 5-11 Industrial Water Use Year No. of Customers Est. Water Service Population Annual Water Use (000 gal's) Per Customer (gpd) Per Capita (gpd) 2014 22 14,413 227,407 28,320 43 2015 22 14,602 247,368 30,805 46 2016 22 14,646 134,939 16,804 25 2017 22 14,666 96,416 12,007 18 2018 22 14,694 144,840 18,037 27 2019 23 14,740 82,754 9,858 15 2020 26 15,427 203,066 21,398 36 2021 26 15,578 203,066 21,398 36 2022 24 16,522 185,523 21,178 31 2023 25 15,898 179,538 19,675 31 2024 25 16,218 108,077 11,844 18 Avg. 19,211 30 Page 123 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 22 Industrial water use, on an acreage basis, was estimated using industrial land use areas within the existing service area and 202 4 annual industrial water use. There are approximately 1,236 acres of land within the existing service area that is classified for industrial use. Approximately 108,077,000 gallons of water w as used for industrial purposes in 2024. On this basis, industrial water use is 239 gpad. Due to the large fluctuation in potential water use for an industry, a conservative design factor of 500 gpad will be used for projecting future industrial water use. 5.8.5 Public Water Use Public (Government/Institutional) water users include customers that are agencies of local, state, or federal government, or a local, state, or federal entity. Public water users also include public schools. Public water use was estimated based on per capita and per acreage basis. The public water use per capita was estimated based on 2024 annual public water use and estimated water service area population. A summary of public water use is shown in Table 5-12. A per capita average day water use of 5 gpcd will be used for projecting future public water use. Table 5-12 Public Water Use Year No. of Customers Est. Water Service Population Annual Water Use (000 gal's) Per Customer (gpd) Per Capita (gpd) 2014 23 14,413 7,952 947 2 2015 19 14,602 8,372 1,207 2 2016 23 14,646 8,877 1,057 2 2017 23 14,666 10,556 1,257 2 2018 23 14,694 9,215 1,098 2 2019 23 14,740 9,788 1,166 2 2020 23 15,427 8,084 963 1 2021 25 15,578 8,084 886 1 2022 33 16,522 11,925 990 2 2023 24 15,898 11,217 1,280 2 2024 34 16,218 9,950 802 2 Avg. 1,059 2 Public water use, on an acreage basis, was estimated using public land use areas within the existing service area and 202 4 annual public water use. There are approximately 467 acres of land within the existing service area that is classified for public use. Approximately 9,950,000 gallons of water w as used for public purposes in 2024. On this basis, public water use is 58 gpad. A conservative design factor of 100 gpad will be used for projecting future public water use. 5.9 Summary of Design Factors Demand design factors developed in the previous sections are summarized in Tables 5- 13, 5-14, and 5-15. These factors are used for determining the design demands used to evaluate the required capacities of the proposed supply and storage facilities. Future developments will need to be evaluated to ensure their water use falls within the design criteria. Further evaluations Page 124 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 23 will be required if a development exceeds these design factor s to ensure that the Village can provide adequate service. Table 5-13 Design Demand Rates Demand Parameter Value Maximum Day to Average Day Ratio 2.00 Percent of Non-Revenue Water 15% Table 5-14 Ultimate Water Use Design Factors per Acre User Classification Average Day Value, gpad Residential 400 Multi-Family Residential 500 Commercial/Business Park 550 Industrial 500 Public 100 Table 5-15 Ultimate Water Use Design Factors per Capita User Classification Average Day Value, gpcd Maximum Day Value, gpcd Residential 50 100 Multi-Family Residential 10 20 Commercial/Business Park 25 50 Industrial 30 60 Public 5 10 Total Sales 120 240 Non-Revenue (15%) 18 36 Total Water Use 138 276 5.10 Design Water Demands The existing design demand based on existing water use discussed in the previous sections are summarized in Table 5-16. The proposed design demands anticipated in 2035 were developed based on the design demand factors and land use information obtained from the 2050 Comprehensive Plan. The addition al demands anticipated in 20 35, based on land use classification provided by the Village , are summarized in Table 5-17. The future 2035 water system design demands are summarized in Table 5-18. Page 125 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 24 Table 5-16 Existing Design Demands Demand Criteria Existing Design Demands Combined System Primary & Low/Reduced Pressure Zone High/Boosted Pressure Zone (mgd) (gpm) (mgd) (gpm) (mgd) (gpm) Average Day Demand 2.10 1458 1.85 1285 0.25 174 Max. Day Demand 4.20 2917 3.70 2569 0.50 348 Peak Hour Demand 5.67 3938 4.99 3468 0.68 469 Table 5-17 2035 Design Demands Classifications Classification 2035 Planning Period Add'l Dev. Acres Design Factor (gpad) Water Demand (gpd) Low Density Residential 153 400 61,000 Medium Density Residential 0 400 0 High Density Residential 248 500 124,160 Residential Farmstead & Agriculture (52) 0 0 Mixed Use 878 550 482,829 Commercial (5) 550 (2,778) Governmental/Institutional (10) 100 (1,040) Industrial 237 500 118,260 Park Open Space 0 0 0 Average Day Water Use, gpd 782,431 Non-Revenue Water (15%), gpd 117,365 Total Average Day Demand, gpd 899,796 Total Maximum Day Demand, gpd 1,799,591 Table 5-18 2035 Design Demands Demand Criteria 2035 Design Demands Combined System Primary & Low/Reduced Pressure Zone High/Boosted Pressure Zone (mgd) (gpm) (mgd) (gpm) (mgd) (gpm) Average Day 3.01 2,091 2.23 1,549 0.78 542 Max. Day Demand 6.02 4,182 4.46 3,098 1.56 1,084 Peak Hour Demand 8.13 5,645 6.02 4,182 2.11 1,463 6. Supply and Storage Analysis Reliable supply and storage capacity evaluations were performed to determine if the existing water system could adequately serve the projected 20 35 demand requirements of the Village of Germantown . The reliable supply and storage capacity evaluations and the design criteria used for this evaluation are summarized in the following sections. Page 126 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 25 6.1 Reliable Supply Capacity Evaluation The minimum reliable supply capacity for the combined system and individual pressure zones should equal the maximum day demand with the largest source of supply out -of-service. This will allow pumping units or treatment systems to be taken out -of-service for repair and still enable the utility to meet demand requirements. This will also allow supply facilities to replenish storage facilities during off-peak hours while depletion of available storage occurs during peak demand hours. As previously mentioned, no well s are located in the Low/Reduced Pressure Zone. The sole source of supply for the Low/Reduced Pressure Zone is the Primary Pressure Zone. As a result, for the purposes of this Plan, water demands within the Low/Reduced Pressure Zone are included in the Primary Pressure Zone capacity evaluations. For the Village of Germantown, two (2) criteria were evaluated to determine the reliable supply capacity of the combined system, as well as each individual pressure zone. The t wo (2) criteria included: ◆ Raw water (well) supply capacity. ◆ Interzone transfer capacity. The raw water well supply capacity is the capacity of the existing supply sources (wells) to supply water from the aquifer to the distribution system. For the purposes of this Plan, the individual well reliable capacity will be considered as 100 percent of the design capacity of the well when operating 24 hours per day. The total reliable raw water supply capacity for the system/pressure zone is the sum of the individual well’s reliable capacity less the largest well. The interzone transfer capacity is the capacity of the transfer pumps and/or flow control valves to deliver water from one pressure zone to another pressure zone . The capacity of the transfer pumps is based on several factors including: ◆ Available capacity in the source pressure zone. ◆ Capacity of the transfer pumps and flow control valves. ◆ Supply and discharge main capacity. ◆ Station operation. For the Village of Germantown’s Goldendale Booster Station, the transfer capacity from the Primary Pressure Zone to the High /Boosted Pressure Zone is limited by the supply main capacity of 2,300 gpm and operation of the booster station. The booster station only allows for either the pitless pump or the transfer pumps to operate at one time. A summary of criteria used to determine the reliable supply capacity of each pressure zone and combined system is shown in Table 6-1. As shown in Table 6-1, the Village of Germantown’s combined system reliable capacity is 6.16 mgd. The combined systems’ reliable capacity is limited by the largest well, Well No. 7, being out-of-service. The Primary and Low/Reduced Pressure Zones reliable capacity is 5.00 mgd. The Primary and Low/Reduced Pressure Zones reliable capacity is also limited by the largest well, Well No. 7, being out-of-service. The High/Boosted Zone’s 2035 maximum day demand exceeds Page 127 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 26 Table 6-1 Existing Reliable Supply and System Capacity Evaluation Description Combined System Capacity Main & Low/Reduced Pressure Zone Capacity High/Boosted Pressure Zone Capacity (gpm) (MGD) (gpm) (MGD) (gpm) (MGD) Raw Water Supply (Wells) Well 2 500 0.72 500 0.72 Well 3 700 1.01 700 1.01 Well 4 425 0.61 425 0.61 Well 5 1,100 1.58 1,100 1.58 Well 7 1,200 1.73 1,200 1.73 Well 11 750 1.08 750 1.08 Well 12 800 1.15 800 1.15 Interzone Transfer Capacity Goldendale Transfer Pump 1 850 1.22 Goldendale Transfer Pump 2 850 1.22 Goldendale Pitless Transfer Pump 2,300 3.31 Goldendale Flow Control Valve 1,700 2.45 Criteria 1 – Raw Water Supply Capacity Total Well Supply Capacity 5,475 7.88 4,675 6.73 800 1.15 Less: Largest Well Supply Unit 1,200 1.73 1,200 1.73 800 1.15 Reliable Raw Water Supply Unit 4,275 6.16 3,475 5.00 0 0.00 Criteria 2 – Interzone Transfer Capacity Total Booster Pump Capacity 4,000 5.76 Less: Largest Booster Pump Unit 2,300 3.31 Reliable Transfer Pump Supply 1,700 2.45 Reliable Interzone Transfer Capacity 0 0 1,578 2.27 RELIABLE SUPPLY CAPACITY 4,275 6.16 3,475 5.00 1,578 2.27 the total well capacity in the High/Boosted Zone, so there is no additional capacity for the transfer valve to supply water from the High/Boosted Zone to the Primary Zone. The High/Boosted Pressure Zones reliable capacity is 2.27 mgd. The High/Boosted Zones reliable capacity is limited when the only well in the High/Boosted Zone, Well No. 12, is out-of- service; however , the service pumps at the Goldendale Booster Station allow water to be transferred from the Primary and Low/Reduced Pressure Zones to the High/Boosted Pressure Zone. The allowable transfer capacity was determined to be the difference between the Primary and Low/Reduced Pressure Zones supply capacity and the Pr imary and Low/Reduced Zones 2035 maximum day demand. A recommended reliable capacity evaluation was performed to ensure the reliable supply capacities could meet the projected 2035 water demands. The results of the evaluation are shown in Table 6-2. As shown, the Village currently has adequate supply capacity to meet the projected 2035 demands in the combined system and each pressure zone individually. Page 128 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 27 Table 6-2 2035 Recommended Reliable Capacity Evaluation Criteria Combined System Primary and Low/Reduced Pressure Zone High/Boosted Pressure Zone Total Average Annual Pumpage (MGY) 1,099 814 285 Average Day Pumpage (MGD) 3.01 2.23 0.78 (Gallons Per Minute) 2,091 1,549 542 Design Maximum Day Pumpage (MGD) 6.02 4.46 1.56 (Gallons Per Minute) 4,182 3,098 1,084 Existing Reliable Supply Capacity (MGD) 6.16 5.00 2.27 (Gallons Per Minute) 4,275 3,475 1,578 Additional Reliable Supply Capacity Required (gpm) None None None Note: Design Maximum Day Pumpage is based upon a Maximum Day Demand Factor of 2.00. 6.2 Water Storage Facilities Design Criteria Elevated storage provides water for fire protection, peak demand periods use, and operational flexibility for water supply facilities. Operating storage is required to provide a control range to stop and start pumping equipment. Equalizing (peak hour) st orage furnishes the increments of demand which exceed the capacity of the supply facilities. Firefighting reserve furnishes the increments of demand imposed during a firefighting period that exceeds the capacity of the supply facilities. It is anticipated that the peak hour demands and reliable supply capacities will change as the community grows and water supply improvements are implemented. The fire protection requirements may change dependent on the specific development requirements. To assure a reliable supply for fire protection, this portion of storage should be reserved for emergency use only and should not be utilized to meet peak hour or operation requirements. The criteria used to determine the optimum storage volume for this plan are as follows: ◆ As a minimum, the reliable supply capacity should equal the projected maximum day supply requirements. ◆ The total available storage should be capable of meeting demands in excess of the maximum day demand, as well as fire protection needs. It is possible to reduce required storage volumes if there are excessive supply capacities within the system or if it is possible to transfer water from one pressure zone to another pressure zone. The following criteria may be used to offset storage requi rements when reliable pumping/supply capacity exceeds maximum day demands: ◆ Peak Hour Storage: The reliable pumping capacity in excess of the maximum day demand requirement may be utilized to offset peak hour equalization storage. ◆ Fire Protection Storage: Reliable pumping capacity in excess of the peak hour demand requirement may offset the required fire protection storage needed for the duration of the maximum fire flow requirement for the pressure zone. Page 129 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 28 If an automatic control valve (s) exists that allows water to be transferred from a higher pressure zone to a lower pressure zone, the available storage in the higher pressure zone less the sum of the peak hour equalization storage and the operations storage may offset the fire protection storage requirement in the lower pressure zone based upon the available rate of water transfer when assuming a fire at the most hydraulically remote location in the lower pressure zone with the largest contributing control valve out-of-service. The supply and storage analysis for the Village was completed based on the methodology described above and the following design criteria: Operating Storage: Approx. 30% of gross storage or top 10 feet of tanks. Peak Hour Equalization Storage: As calculated based on a typical diurnal curve. Fire Flow Storage: Primary Pressure Zone: 3,500 gpm for 3 hours (630,000 gallons), as determined by the Village Fire Department. High/Boosted Pressure Zone: 2,500 gpm for 3 hours (450,000 gallons), from previous recommendations. 6.3 Water Storage Facilities Evaluation The results of the storage evaluation are summarized in Table 6-3. As shown and mentioned previously, the Village water system has adequate reliable supply capacity to meet the projected 2035 maximum day demands. The optimum storage requirements are shown in Table 6-3. The optimum storage requirements for the combined system, Primary and Low/Reduced Pressure Zone s, and High/Boosted Pressure Zone are 2,079,000 gallons, 1, 744,000 gallons, and 780,000 gallons, respectively. Based on the existing storage volume and available transfer capacity, the existing storage will be adequate in the Primary Pressure Zone and inadequate in the High/Boosted Pressure Zone in meeting the projected 2035 water demands. As a result, the Village will need to begin evaluating options to either provide additional storage in this zone or provide additional supply to offset storage requirements. 7. WSSAP Recommendations As part of this plan, water system recommendations are provided to ensure the Village can adequately provide water service to its customers over the next 10 years. It should be noted that the recommendations of this Plan are solely directed to sources of supply such as wells, surface water intakes, and connections to neighboring communities. This plan does not provide recommendations for additional or redundant transmission or supply mains. While potential deficiencies with elevated storage and transmiss ion mains are noted in the supply capacity evaluation, further discussion will be required confirming the Village’s design criteria prior to recommending these improvements. Based on the supply analysis presented in the previous sections, the Village will have sufficient supply through the 10-year planning period. However, at the end of the planning period, the Combined System reliable supply capacity will be at approximately 98%. In addition, the Page 130 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 29 Table 6-3 Reliable Supply and Storage Analysis based on Projected 2035 Demands Criteria Combined System Primary and Low/Reduced Pressure Zone High/Boosted Pressure Zone SUPPLY 2035 Supply Requirements Design Average Day Demand (gpm) 2,091 1,549 542 Design Maximum Day Demand (gpm) 4,182 3,098 1,084 Design Peak Hour Demand (gpm) 5,645 4,182 1,463 Present/Proposed Reliable Supply Capacity (gpm) (1) 4,275 3,475 1,578 Reliable Supply Capacity Excess or (Deficiency) (gpm) 93 377 494 STORAGE 2035 Storage Requirements Peak Hour Equalizing Requirements (gallons) (2) 752,000 557,000 190,000 Optimum Fire Protection Needs (gallons) (3) 630,000 630,000 450,000 Operating/Reserve Storage (gallons) (4) 696,100 556,300 139,800 Total Optimum Storage Requirements (gallons) 2,079,000 1,744,000 780,000 Available Effective Storage Capacity (gallons) Tower #1 (327,800 gallons peak hour; 172,200 fire flow) 500,000 500,000 Tower #2 (327,800 gallons peak hour; 172,200 fire flow) 500,000 500,000 Tower #3 (613,100 gallons peak hour; 386,900 fire flow) 1,000,000 1,000,000 Tower #4 (491,700 gallons peak hour; 8,300 fire flow) 500,000 500,000 Total Effective Storage Capacity (gallons) (5) 2,390,400 1,898,700 500,000 Subtotal Capacity Required (gallons) None None 280,000 Credit for Excess Available Reliable System Supply Capacity for Peak Hour (6) 581,000 506,000 190,000 Credit for Excess Available Reliable System Supply Capacity for Fire Protection (7) None None 20,750 Credit for Available FCVs Transfer Capacity for Fire Protection (8) NA 306,000 NA Credit for Available Sporleder Road Booster Station Service Pumps (9) NA NA 22,000 Subtotal of Available Storage and Offsetting Excessive Supply Capacity (Gallons) 581,000 812,000 232,750 Total Storage Capacity Excess or (Deficiency) (Gallons) 581,000 812,000 47,250 1. Reliable Supply Capacities from Table 6-1. 2. Peak hour storage is storage required to meet demands which exceed the maximum day demand rate assuming the reliable supply c apacity is equal to the maximum demand rate. 3. Optimum fire protection based on 3,500 gpm for 180 minutes for the Primary Pressure Zone and 2,500 gpm for 180 minutes for the High/Boosted Pressure Zone . 4. Reserve storage is the storage requirement to provide a start/stop range for pump operation and emergency reserve supply. Ba sed on a SCADA Operating Range of 10 feet to the Overflow. 5. Total effective storage capacity is limited to a total of the optimum fire protection needs plus peak hour available storage. 6. Supply capacity credit cannot exceed peak hour equalization and is calculated utilizing the time -of-day demand curve and current supply capacity. 7. Supply capacity cannot exceed fire protection needs and is calculated as the reliable supply capacity in excess of the peak h our demand x 180 minutes. 8. Available credit when reliable supply capacity exceeds the maximum day demand in the High/Boosted Pressure Zone. Credit is based on three hours of supply and cannot exceed transfer valve capacity. 9. Available credit when reliable supply capacity exceeds the maximum day demand in the Primary Pressure Zone. Credit is based on three hours of supply and cannot exceed booster pump capacity. High/Boosted Pressure Zone would have a supply deficit in the event of failure of the Goldendale Booster Station supply or discharge main. For these reasons, and to offset storage deficiencies and be ready should a high usage customer connect to the water system, Foth recommends the Village continue planning for an additional well. Future deep well sites have been identified in the Primary Pressure Zone and High/Boosted Pressure Zone. The location of the well will be further Page 131 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 30 evaluated based on future development trends. The following sections provide summaries of source water alternatives, and environmental and economic impacts associated with future wells. 7.1 Previously Recommended Sources of Supply The Village is currently planning for a future well in the High/Boosted Pressure Zone , a future well in the Primary Pressure Zone, and a future elevated storage tank in the High/Boosted Pressure Zone. Well Station No. 12 has been designed to accommodate a future expansion to house water treatment facilities required for a deep sandstone well. A rea for a future well site west of Interstate ‘41’ in the Primary Pressure Zone has also been identified in a recently approved development plan. The Village does not have a site selected for the future elevated tank. It is anticipated that the tank will be located in the vicinity of Interstate ‘41’ on the south side of the High/Boosted Pressure Zone. A schematic of the recommended water system is shown in Figure 7-1. With the addition of these wells and elevated storage tank, the Village will have excess supply and storage capacity over the planning period of the WSSAP. 7.2 Alternate Source Evaluation Alternative sources were previously evaluated. SEWRPC prepared a Regional Water Supply Plan for Southeastern Wisconsin in December of 2010 (Report Number 52). The plan included recommendations on the sources of supply for municipalities located within Southeastern Wisconsin. The plan recommended that the V illage of Germantown convert from using groundwater wells to surface water from Lake Michigan. This recommendation was made to allow the deep aquifer to recover, reduce chloride discharges to surface w aters, improve impacts on stream flows, preserve groundwater for other sources, and use available excess production capacity at the Milwaukee Water Works. The Village is aware of the recommendation but is not planning to convert at this time due to the complexity and cost associated with the conversion. As a result, the Village is planning to construct additional groundwater well s when required. A Niagara Aquifer well site investigation was performed in the vicinity of the previously recommended Primary Pressure Zone well site located west of Interstate ‘41’. Results of the investigation indicated that a Niagara well would impact neighboring private wells. To eliminate these concerns, a deep Sandstone Aquifer well was recommended for that location. To avoid interfering with the existing Niagara Aquifer well, any future well on the Well No. 12 site would also be required to be a deep Sandstone Aquifer well. 7.3 Recommended Alternative The deep Sandstone Aquifer wells are estimated to yield between 800 and 1,000 gpm based on similar wells in the Village of Germantown. The proposed well sites are not in close proximity to other municipal wells so they are not anticipated to negatively im pact other well yields. However, prior to moving forward with any new wells, it is recommended that a preliminary well impact assessment be completed to determine expected potential interference between all municipal and other high-capacity wells in the area. Water quality concerns of deep Sandstone Aquifer wells in the vicinity of Germantown primarily include radium and iron. It is anticipated that treatment for one or both of these will be required with the proposed wells. Page 132 of 201 WATER SYSTEM SYMBOL LEGEND Groundwater Well Raw Water Main Flow Control Valve Service Pump Flow Direction Pitless Booster Pump Elevated Storage Tank Municipal Boundary Pressure Zone Boundary Water Treatment Facilities Isolation Valve WTF WELL NO 11 WELL NO. 2 WELL NO. 5 WELL NO. 7 WELL NO. 4 WELL NO. 3 WELL NO. 12 MENOMONEE RIVER 41 41 45 175 145 LOW/REDUCED PRESSURE ZONE PRIMARY PRESSURE ZONE HIGH/BOOSTED PRESSURE ZONE 45 GOLDENDALE BOOSTER STATION 167 45 167 145 WTF FIGURE 7-1 RECOMMENDED WATER SYSTEM SCHEMATIC VILLAGE OF GERMANTOWN WATER SUPPLY SERVICE AREA PLAN WTF TOWER NO. X VOL. MG HWL EL = X,XXX' Normally Closed Note: Distribution system shown is a generic representation of the actual water system and does not reflect actual location of the mains. TOWER NO. 3 1.0 MG HWL EL = 1,040' TOWER NO. 2 0.50 MG HWL EL = 1,040' TOWER NO. 1 0.50 MG HWL EL = 1,040' TOWER NO. 4 0.50 MG HWL EL = 1,110' FUTURE WELL FUTURE WELL FUTURE EST FUTURE WTF FUTURE WTF Page 133 of 201 Water Supply Service Area Plan • Germantown, WI Foth • 32 7.4 Environmental Impact It is not anticipated that deep Sandstone Aquifer wells will have a negative environmental impact on the surrounding area. The Sandstone Aquifer well in the vicinity of Germantown is confined by the Maquoketa Shale. As a result, the wells will not be hy draulically connected to surface waters and will not impact local surface water, wetlands, or flood plains. 7.5 Economic Impact The economic impact of the future sources of supply is highly dependent on water quality and site constraints. For planning purposes, it can be estimated that construction of a future well, well station, and required treatment facilities will be between $3 -$5 million per well. 7.6 Public Participation The Village has undertaken a public participation process to discuss the WSSAP. This included: ◆ Public notice of the proposed plan. ◆ A minimum of one public hearing on the proposed plan. ◆ Opportunity to provide written comment on the proposed plan. Public notice of the prop osed plan, included in Appendix B, was issued on February 18, 2026. Comments and respons es from the open comment period from February 25, 2026 to March 27, 2026 are included in Appendix B. Comments and responses from the public hearing held on May 4, 2026 are included in Appendix B. No public comments were received. 7.7 WSSAP Updates The Village shall, at a minimum, review the Water Supply Service Area Plan every 5 years and update the Plan every 10 years. Changes in water use and population shall be monitored by the Village to assess the need to update the plan. Page 134 of 201 Water Supply Service Area Plan • Germantown, WI Foth Appendix A 2014 – 2024 Top 10 Water Users Page 135 of 201 Client: Village of Germantown Title: Appendix A 2014 - 2024 Top 10 Water Users Date: December 2025 Customer Name Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold Yearly Ranking 000's Gal Sold GEHL GUERNSEY FARMS 1 163611 1 181696 1 44,607 1 37,098 1 79,169 1 23,884 1 143,121 2 95,994 1 127,388 1 89,655 - - DSM FOOD SPECIALTIES 2 14812 2 15287 2 17,260 2 16,578 2 19,789 2 17,537 2 16,476 1 919,806(a) 2 15,269 3 13,773 2 16,407 DSM FOOD SPECIALTIES (METER 2) 3 11384 6 7290 5 7,861 5 7,559 4 8,613 5 7,644 5 7,247 5 8,700 4 7,043 6 6,372 7 7,600 FIRST CHOICE INGREDIENTS 4 7858 3 8895 3 9,576 8 5,936 6 6,852 6 7,004 6 7,017 7 6,537 6 6,109 8 5,836 5 8,480 STERLING PHARMA SOLUTIONS 5 7726 5 7305 7 5,515 9 4,345 10 3,613 8 4,100 10 4,675 8 4,961 9 5,088 8 7,402 MISTER CAR WASH 6 6663 4 7698 6 7,329 4 8,243 3 11,667 3 9,298 3 8,625 3 10,094 - - - - - - SUNLITE PLASTICS W 7 5080 7 5885 9 5,065 6 6,545 5 8,505 8 5,704 7 5,403 8 6,379 5 6,372 7 5,757 3 10,059 WEST ROCK W 8 5070 8 5861 10 4,862 9 5,255 7 5,315 7 6,696 4 8,023 4 9,719 3 9,437 4 10,143 6 8,359 MGS GROUP NORTH 9 4821 - - - - - - - - - - - - - - - - - - - - STEIN'S GARDEN CENTER 10 3039 - - - - - - - - - - - - - - - - - - - - STERLING PHARMA SOLUTIONS (METER 2) - - 9 5445 8 5,092 - - - - - - - - - - - - 10 4,784 - - GKN SINTER METALS - - 10 4309 4 9,198 7 5,950 - - 4 7,710 9 4,004 - - 9 4,287 - - - - CHRIS JUREWICZ W - - - - - - 3 10,061 - - - - - - - - - - - - - - GEHL GUERNSEY FARMS (METER 2) - - - - - - 10 4,534 10 4,258 9 3,649 - - - - - - - - - - MGS GROUP NORTH - - - - - - - - 8 4,387 - - - - - - - - - - - - L T HAMPEL - - - - - - - - - - - - 10 3,845 9 4,963 7 5,336 - - - - GLENN & KRISTINE - - - - - - - - - - - - - - 6 8,587 - - - - FAIRWAY KNOLL N - - - - - - - - - - - - - - - - 10 4,139 - - 9 4,314 G & H PETS LLC(b) - - - - - - - - - - - - - - - - - - 2 26,820 1 86,470 HILLTOP HIGHLANDS/BROOKSIDE - - - - - - - - - - - - - - - - - - 5 9,429 4 8,711 GERMANTOWN HIGH SCHOOL - - - - - - - - - - - - - - - - - - - - 10 4,042 Average Top 10 Annual Sales (000's Gal) 230,064 249,671 116,365 107,759 152,900 92,739 207,861 155,648 190,341 177,657 161,844 151,457 Total Annual Sales (000's Gal) 656,303 698,737 582,434 539,912 582,561 512,608 655,106 740,013 613,236 654,907 538,236 602,113 Top 10 % of Total Annual Water Sales 35% 36% 20% 20% 26% 18% 32% 21% 31% 27% 30% 25% (a) The reported value for DSM FOOD SPECIALTIES for the year 2021 was ommited as an outlier due to this value being a result of a major water leak. (b) G & H Pets, LLC’s meter was replaced in 2025 due to inaccurate readings. Amount sold in 2024 was estimated based on 4th quarter readings from 2025. 20152014 2022 2023 2024 2016 2017 2018 2019 2020 2021 Page 136 of 201 Water Supply Service Area Plan • Germantown, WI Foth Appendix B Public Notice and Review Comments Page 137 of 201 Page 138 of 201 Page 139 of 201 https://www.germantownwi.gov/834/Water-Supply-Service-Area-Plan Page 140 of 201 Public Comments Germantown WI V\NR 854 Water Supply Service Area Plan\Report\_Appendices\Appendix B - Public Hearing Comments.docx Page 1 of 2 Village of Germantown Water Service Area Plan Open Comment Period Project ID: 25G018.03 Open Comment Period February 25, 2026 to March 27, 2026 NAME PHONE NUMBER(S) COMMENTS RESPONSE Foth Correction: The High Water Level (HWL) of Tower 4 was corrected from 1,100 ft to 1,110 ft. Acknowledged. No public comments received. Page 141 of 201 Public Comments Germantown WI V\NR 854 Water Supply Service Area Plan\Report\_Appendices\Appendix B - Public Hearing Comments.docx Page 2 of 2 Village of Germantown Water Service Area Plan Public Hearing Project ID: 25G018.03 Public Hearing May 4, 2026, Start Time 7:00 p.m. to End Time ___:___ NAME PHONE NUMBER(S) COMMENTS RESPONSE No public comments received. Page 142 of 201 BUSINESS OF THE VILLAGE BOARD MEETING DATE: May 4, 2026 PLACEMENT: Action Item ITEM TITLE: Proposal to adopt the 2026 pay rate chart, including recommended classification modifications aligned with market analysis and organizational needs (ACTION) SUBMITTED BY: SUMMARY EXPLANATION: This agenda item provides an overview of a comprehensive compensation study conducted using data from 19 comparable municipalities within approximately a one- hour radius of Germantown. The purpose of the study was to evaluate the Village’s current pay structure against the local market, determine whether positions are aligned with competitive ranges, and identify areas requiring adjustment. The analysis includes a detailed comparison of minimum, midpoint, and maximum salary ranges, as well as a review of position alignment to ensure roles are appropriately classified based on responsibilities and scope. As part of this process, certain positions have been identified for potential reclassification to better reflect market conditions. Based on these findings, a proposed 2026 pay chart has been developed, reflecting average compensation ranges across the surveyed municipalities. The goal of the proposed structure is to position the Village more competitively in the labor market while maintaining internal consistency and equity. In addition, a budgetary impact analysis is included to illustrate the financial implications of implementing the proposed pay chart, particularly for positions currently below the minimum of the recommended ranges. Implementation considerations, including potential phased approaches, will also be discussed. Supporting materials attached to this agenda item include: • Full salary study data from participating municipalities • Proposed 2026 pay chart • Budgetary impact analysis spreadsheet This item is intended to support informed discussion and provide direction on how the Village wishes to proceed with compensation strategy moving forward. ATTACHMENT: 1. Budgetary impact analysis - GGF Page 143 of 201 2. salary_study_DATA_GGF 3. 2026 Pay Range VOG - PROPOSED for GGF 4. 2024-2025 Current Pay Rate Chart - Pay Scale1 STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 144 of 201 NEW PAY CHART & RECLASS BUDGETARY IMPACT Position Department Old class Old Min New Class New Min Current Salary Budget Impact Gross FICA & WRS Budget Impact w/FICA & WRS Director of Finance Finance 6 $ 83,777.00 7 $ 100,832.00 $ 105,573.31 $ (4,741.31) $ (704.08) $ (5,445.39) no budgetary impact Deputy Clerk Clerk 2 $ 45,869.00 3 $ 64,143.00 $ 63,000.00 $ 1,143.00 $ 169.74 $ 1,312.74 Deputy Clerk Clerk 2 $ 45,869.00 3 $ 64,143.00 $ 56,000.00 $ 8,143.00 $ 1,209.24 $ 9,352.24 Engineering Technician Engineering 3 $ 53,324.00 3 $ 64,143.00 $ 63,413.00 $ 730.00 $ 108.41 $ 838.41 Civil Engineer Engineering 4 $ 65,181.00 5 $ 85,825.00 $ 66,158.72 $ 19,666.28 $ 2,920.44 $ 22,586.72 Utility Billing Clerk Finance 1 $ 33,942.00 1 $ 49,738.00 $ 48,048.00 $ 1,690.00 $ 250.97 $ 1,940.97 Senior Center Coordinator Recreation 1 $ 33,942.00 2 $ 55,726.00 $ 44,625.00 $ 11,101.00 $ 1,648.50 $ 12,749.50 vacant position - positing range adjustment Recreation Supervisor Recreation 3 $ 53,324.00 3 $ 64,143.00 $ 59,049.90 $ 5,093.10 $ 756.33 $ 5,849.43 Parks & Rec Director Recreation 6 $ 83,777.00 6 $ 94,218.00 $ 86,211.89 $ 8,006.11 $ 1,188.91 $ 9,195.02 Communication Coordinator Recreation 1 $ 33,942.00 2 $ 55,726.00 $ 51,692.56 $ 4,033.44 $ 598.97 $ 4,632.41 Admin Assistant Recreation 1 $ 33,942.00 1 $ 49,738.00 $ 48,438.00 $ 1,300.00 $ 193.05 $ 1,493.05 Assistant Director Library 3 $ 53,324.00 4 $ 72,463.00 $ 60,965.57 $ 11,497.43 $ 1,707.37 $ 13,204.80 Adult Services Manager Library 2 $ 45,869.00 2 $ 55,726.00 $ 50,600.70 $ 5,125.30 $ 761.11 $ 5,886.41 Youth Services Manager Library 2 $ 45,869.00 2 $ 55,726.00 $ 52,862.44 $ 2,863.56 $ 425.24 $ 3,288.80 Circulation Manager Library 2 $ 45,869.00 2 $ 55,726.00 $ 53,040.00 $ 2,686.00 $ 398.87 $ 3,084.87 $ 83,078.22 $ 12,337.12 $ 95,415.34 annual all with benefits $ 60,905.93 $ 9,044.53 $ 69,950.46 annual less library with benefits Page 145 of 201 Municipality External Job Title Department Internal Mapping Equivalent Min Pay Mid Pay Max Pay Pay Type Notes Brookfield Accountant Finance Accountant 62,088.00$ 66,539.20$ 70,990.40$ Brookfield Accounting Clerk Finance Accounting Clerk 53,060.80$ 56,888.00$ 60,715.20$ Brookfield Administrative Specialist * Recreation Administrative Assistant - Recreation 65,584.48$ 75,422.10$ 85,259.98$ Brookfield Office Services Assistant * Recreation Administrative Assistant - Recreation 47,174.40$ 50,554.40$ 53,934.40$ Brookfield Office Assistant * Recreation Administrative Assistant - Recreation 40,310.40$ 43,201.60$ 46,092.80$ Brookfield Administrative Specialist **** Fire Administrative Assistant to the Fire Chief 65,584.48$ 75,422.10$ 85,259.98$ Brookfield Office Services Assistant **** Fire Administrative Assistant to the Fire Chief 47,174.40$ 50,554.40$ 53,934.40$ Brookfield Office Assistant **** Fire Administrative Assistant to the Fire Chief 40,310.40$ 43,201.60$ 46,092.80$ Brookfield Administrative Specialist ***** DPW Administrative Assistant-Public Works Utility 65,584.48$ 75,422.10$ 85,259.98$ Brookfield Office Services Assistant ***** DPW Administrative Assistant-Public Works Utility 47,174.40$ 50,554.40$ 53,934.40$ Brookfield Office Assistant ***** DPW Administrative Assistant-Public Works Utility 40,310.40$ 43,201.60$ 46,092.80$ Brookfield Librarian* Library Adult Service Librarian 72,654.40$ 77,864.80$ 83,075.20$ Brookfield Administrative Specialist *** Police Assistant - Police / Police Support Staff 65,584.48$ 75,422.10$ 85,259.98$ Brookfield Office Services Assistant *** Police Assistant - Police / Police Support Staff 47,174.40$ 50,554.40$ 53,934.40$ Brookfield Office Assistant *** Police Assistant - Police / Police Support Staff 40,310.40$ 43,201.60$ 46,092.80$ Brookfield Circulation Services Supervisor* Library Assistant Library Director 70,175.56$ 80,701.92$ 91,228.02$ Brookfield Zoning and Building Administrator Community Development Associate Planner / Zoning Administrator 98,424.56$ 113,188.66$ 127,952.24$ Brookfield Planning Administrator Community Development Associate Planner / Zoning Administrator 91,985.92$ 105,783.60$ 119,581.80$ Brookfield Associate Planner Community Development Associate Planner / Zoning Administrator 85,968.48$ 98,863.44$ 111,758.66$ Brookfield Planning Technician II Community Development Associate Planner / Zoning Administrator 67,184.00$ 71,988.80$ 76,793.60$ Brookfield Planning Technician I Community Development Associate Planner / Zoning Administrator 62,088.00$ 66,539.20$ 70,990.40$ Brookfield Deputy Fire Chief Fire Battalion Chief 130,050.24$ Brookfield Assistant Fire Chief Fire Battalion Chief 147,249.48$ Brookfield Librarian*** Library Circulation Manager 72,654.40$ 77,864.80$ 83,075.20$ Brookfield Land Information System Manager Engineering Civil Engineer / Land Surveyor 85,968.48$ 98,863.44$ 111,758.66$ Brookfield Engineering Techncian III Engineering Civil Engineer / Land Surveyor 81,744.00$ 89,450.40$ 97,156.80$ Brookfield Director of Community Development Community Development Community Development Director 129,014.86$ 148,367.18$ 167,719.50$ Brookfield Deputy City Clerk Clerks Deputy Clerk 69,846.40$ 74,859.20$ 79,872.00$ Brookfield Records Clerk I Clerks Deputy Clerk 57,387.20$ 61,516.00$ 65,644.80$ Brookfield Records Clerk II Clerks Deputy Clerk 57,387.20$ 61,516.00$ 65,644.80$ Brookfield Administration and Licensing Clerk Clerks Deputy Clerk 53,060.80$ 56,888.00$ 60,715.20$ Brookfield Records Clerk I Clerks Deputy Clerk 53,060.80$ 56,888.00$ 60,715.20$ Brookfield Finance director Finance Director of Finance (CPFO, CPA, or CGFM) 129,014.86$ 148,367.18$ 167,719.50$ Brookfield Deputy Finance Director Finance Director of Finance (CPFO, CPA, or CGFM) 105,314.30$ 121,111.64$ 136,909.24$ Brookfield Director of Parks, Recreations & Forestry Recreation Director of Park & Recreation 120,574.74$ 138,661.12$ 156,747.24$ Brookfield WPCC Manager DPW Director of Public Works 105,314.30$ 121,111.64$ 136,909.24$ Brookfield Engineering Technician II Engineering Engineering Technician 78,561.60$ 84,177.60$ 89,793.60$ Brookfield Engineering Techncian I Engineering Engineering Technician 64,563.20$ 69,191.20$ 73,819.20$ Brookfield Fire Chief Fire Fire Chief 138,045.96$ 158,752.62$ 179,460.06$ Brookfield Fleet Manager DPW Foreman 85,968.48$ 98,863.44$ 111,758.66$ Brookfield Library Director Library Library Director 120,574.74$ 138,661.12$ 156,747.24$ Brookfield Deputy Library Director Library Library Director 98,424.56$ 113,188.66$ 127,952.24$ Brookfield Administrative Assistant I ****** Community Development Planning Assistant 53,060.80$ 56,888.00$ 60,715.20$ Brookfield Police Captain Police Police Captain 134,222.40$ Brookfield Police Chief Police Police Chief 138,045.96$ 158,752.62$ 179,460.06$ Brookfield Administrative Specialist ** Police Police Department Clerk Administrative 65,584.48$ 75,422.10$ 85,259.98$ Brookfield Office Services Assistant ** Police Police Department Clerk Administrative 47,174.40$ 50,554.40$ 53,934.40$ Brookfield Office Assistant ** Police Police Department Clerk Administrative 40,310.40$ 43,201.60$ 46,092.80$ Brookfield Sergeant Police Police Lieutenant 114,025.60$ Brookfield Recreation Supervisor Recreation Recreation Supervisor 70,175.56$ 80,701.92$ 91,228.02$ Brookfield Administrative Coordinator * Recreation Recreation Supervisor 69,846.40$ 74,859.20$ 79,872.00$ Brookfield Communications Specialist Recreation Recreation Supervisor 69,846.40$ 74,859.20$ 79,872.00$ Brookfield Administrative Coordinator ** Recreation Senior Coordinator 69,846.40$ 74,859.20$ 79,872.00$ Brookfield Payroll Management Accountant Finance Senior Deputy Treasurer / Payroll Accountant 80,344.16$ 92,395.94$ 104,446.94$ Brookfield Deputy Treasuer Finance Senior Deputy Treasurer / Payroll Accountant 69,846.40$ 74,859.20$ 79,872.00$ Brookfield Attendance and Time Clerk Finance Senior Deputy Treasurer / Payroll Accountant 57,387.20$ 61,516.00$ 65,644.80$ Brookfield Attendance and Time clerk II Finance Senior Deputy Treasurer / Payroll Accountant 57,387.20$ 61,516.00$ 65,644.80$ Page 146 of 201 Brookfield Attendance and Time Clerk I Finance Senior Deputy Treasurer / Payroll Accountant 53,060.80$ 56,888.00$ 60,715.20$ Brookfield Special Operations Police Sergeant 123,136.00$ Brookfield Highway Superintendent DPW Superintendent 105,314.30$ 121,111.64$ 136,909.24$ Brookfield Water Utility Superintendent DPW Superintendent 105,314.30$ 121,111.64$ 136,909.24$ Brookfield Assistant Public Works Superintendent DPW Superintendent 85,968.48$ 98,863.44$ 111,758.66$ Brookfield Facilities Supervisor DPW Superintendent 85,968.48$ 98,863.44$ 111,758.66$ Brookfield Water Operations Superintendent DPW Superintendent 85,968.48$ 98,863.44$ 111,758.66$ Brookfield HR Director Admin Support Services Manager 129,014.86$ 148,367.18$ 167,719.50$ Brookfield Deputy HR Director Admin Support Services Manager 105,314.30$ 121,111.64$ 136,909.24$ Brookfield Director of Finance and Administration Finance Village Administrator 158,048.80$ 181,755.86$ 205,463.18$ Brookfield Mayor Admin Village Administrator 137,568.46$ Brookfield City Clerk Clerks Village Clerk + CMC 98,424.56$ 113,188.66$ 127,952.24$ Brookfield Engineering Project Manager Engineering Village Engineer 98,424.56$ 113,188.66$ 127,952.24$ Brookfield Project Enginner Engineering Village Engineer 91,985.92$ 105,783.60$ 119,581.80$ Brookfield Librarian** Library Youth Services Librarian 72,654.40$ 77,864.80$ 83,075.20$ Brown Deer Senior Accountant Finance Accountant 64,054.00 78,917.00 93,782.00 Brown Deer Administrative Assistant* Recreation Administrative Assistant - Recreation 40,852.00$ 50,332.00$ 59,812.00$ Brown Deer Administrative Assistant**** Admin Administrative Assistant to the Fire Chief 40,852.00$ 50,332.00$ 59,812.00$ Brown Deer Administrative Assistant***** DPW Administrative Assistant-Public Works Utility 40,852.00$ 50,332.00$ 59,812.00$ Brown Deer Librarian* Library Adult Service Librarian 53,673.00 66,119.00 78,582.00 Brown Deer Administrative Assistant*** Police Assistant - Police / Police Support Staff 40,852.00$ 50,332.00$ 59,812.00$ Brown Deer Librarian*** Library Circulation Manager 53,673.00 66,119.00 78,582.00 Brown Deer Library Circulation Supervisor Library Circulation Manager 50,922.00$ 62,740.00$ 74,555.00$ Brown Deer Assistant Circulation Supervisor Library Circulation Manager 45,395.00$ 55,929.00$ 66,463.00$ Brown Deer Marketing & Communications Coordinator Recreation Communication Coordinator 56,302.00 69,367.00 82,430.00 Brown Deer Community Development Director Community Development Community Development Director 82,843.00 102,069.00 121,294.00 Brown Deer Deputy Clerk / Administrative Assistant Clerks Deputy Clerk 45,395.00$ 55,929.00$ 66,463.00$ Brown Deer Finance Director / Treasurer Finance Director of Finance (CPFO, CPA, or CGFM) 94,764.00 116,753.00 138,743.00 Brown Deer Park and Recreation Director Recreation Director of Park & Recreation 75,040.00 92,453.00 109,866.00 Brown Deer DPW Director / Engineer* DPW Director of Public Works 89,325.00 110,053.00 130,780.00 Brown Deer Library Director Library Library Director 75,040.00 92,453.00 109,866.00 Brown Deer Police Captain Police Police Captain 100,143.00 123,382.00 146,619.00 Brown Deer Police Chief Police Police Chief 110,293.00 135,885.00 161,476.00 Brown Deer Administrative Services Manager - Police Police Police Department Clerk Administrative 56,302.00 69,367.00 82,430.00 Brown Deer Police Desk Clerk Police Police Department Clerk Administrative 40,852.00$ 50,332.00$ 59,812.00$ Brown Deer Police Lieutenant Police Police Lieutenant 94,764.00 116,753.00 138,743.00 Brown Deer Parks & Recreation Supervisor Recreation Recreation Supervisor 56,302.00 69,367.00 82,430.00 Brown Deer Parks & Recreation Coordinator Recreation Senior Coordinator 50,922.00$ 62,740.00$ 74,555.00$ Brown Deer Police Sergeants Police Sergeant 89,325.00 110,053.00 130,780.00 Brown Deer DPW Operations Supervisor DPW Superintendent 75,040.00 92,453.00 109,866.00 Brown Deer HR Manager / Deputy Treasurer Admin Support Services Manager 75,040.00 92,453.00 109,866.00 Brown Deer Village Manager Admin Village Administrator 119,286.00 146,966.00 174,646.00 Brown Deer Village Clerk Clerks Village Clerk + CMC $ 64,054.00 78,917.00$ 93,782.00$ Brown Deer DPW Director / Engineer** Engineering Village Engineer 89,325.00 110,053.00 130,780.00 Brown Deer Librarian** Library Youth Services Librarian 53,673.00 66,119.00 78,582.00 Caledonia Staff Accountant Finance Accountant 75,107.00$ 86,374.00$ 97,640.00$ Caledonia Utility Accountant Finance Accountant 75,107.00$ 86,374.00$ 97,640.00$ Caledonia Finance technician Finance Accounting Clerk 48,415.00$ 55,677.00$ 62,939.00$ Caledonia Accounting Clerk Finance Accounting Clerk 48,415.00$ 55,677.00$ 62,939.00$ Caledonia Utility District Clerk Finance Accounts Clerk 48,415.00$ 55,677.00$ 62,939.00$ Caledonia Administrative Receptionist * Recreation Administrative Assistant - Recreation 39,831.00$ 45,806.00$ 51,780.00$ Caledonia Administrative Assistant - Fire Department Fire Administrative Assistant to the Fire Chief 41,822.00$ 48,096.00$ 54,370.00$ Caledonia Administrative Receptionist ****** DPW Administrative Assistant-Public Works Utility 39,831.00$ 45,806.00$ 51,780.00$ Caledonia Administrative Receptionist *** Police Assistant - Police / Police Support Staff 39,831.00$ 45,806.00$ 51,780.00$ Caledonia Zoning Administrator & Planner Community Development Associate Planner / Zoning Administrator 68,125.00$ 78,343.00$ 88,562.00$ Caledonia Engineer Engineering Civil Engineer / Land Surveyor 82,806.00$ 95,226.00$ 107,647.00$ Caledonia Development Director Community Development Community Development Director 91,293.00$ 104,987.00$ 118,681.00$ Caledonia Deputy Clerk Clerks Deputy Clerk 48,415.00$ 55,677.00$ 62,939.00$ Page 147 of 201 Caledonia Finance Director Finance Director of Finance (CPFO, CPA, or CGFM) 95,859.00$ 110,237.00$ 124,616.00$ Caledonia Engineering Techs Engineering Engineering Technician 64,881.00$ 74,613.00$ 84,344.00$ Caledonia Fire Chief Fire Fire Chief 113,691.00$ 130,744.00$ 155,187.00$ Caledonia DPW (Highway) Foreman DPW Foreman 71,531.00$ 82,261.00$ 92,990.00$ Caledonia Senior Utility Field Operator DPW Foreman 71,531.00$ 82,261.00$ 92,990.00$ Caledonia Public Services Admin Coordinator Community Development Planning Assistant 48,415.00$ 55,677.00$ 62,939.00$ Caledonia Police Chief Police Police Chief 113,691.00$ 130,744.00$ 155,187.00$ Caledonia Administrative Receptionist ** Police Police Department Clerk Administrative 39,831.00$ 45,806.00$ 51,780.00$ Caledonia Parks Manager Recreation Recreation Supervisor 58,849.00$ 67,676.00$ 76,503.00$ Caledonia Parks Supervisor Recreation Recreation Supervisor 41,822.00$ 48,096.00$ 54,370.00$ Caledonia Accounting, Payroll / Benefit Clerk Finance Senior Deputy Treasurer / Payroll Accountant 39,831.00$ 45,806.00$ 51,780.00$ Caledonia DPW Highway Operations Supervisor DPW Superintendent 82,806.00$ 95,226.00$ 107,647.00$ Caledonia Utility Operations Foreman DPW Superintendent 82,806.00$ 95,226.00$ 107,647.00$ Caledonia HR Manager Admin Support Services Manager 82,806.00$ 95,226.00$ 107,647.00$ Caledonia Village Administrator Admin Village Administrator 144,615.00$ 152,650.00$ 160,684.00$ Caledonia Village Clerk Clerks Village Clerk + CMC 71,531.00$ 82,261.00$ 92,990.00$ Caledonia Village Engineer Engineering Village Engineer 91,293.00$ 104,987.00$ 118,681.00$ Elkhorn Treasurer Finance Accountant 71,926.40$ 84,260.80$ 96,803.20$ Elkhorn Account Clerk - Payroll / AP** Finance Accounting Clerk 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Account Clerk - Utility Billing Finance Accounting Clerk 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Admin Asssit I - Utilities Finance Accounting Clerk 40,164.80$ 47,049.60$ 54,059.20$ Elkhorn Customer Account Clerk - Utilities Finance Accounting Clerk 40,164.80$ 47,049.60$ 54,059.20$ Elkhorn Administrative Specialist* Recreation Administrative Assistant - Recreation 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Admin Asssit I - Park & Rec Recreation Administrative Assistant - Recreation 40,164.80$ 47,049.60$ 54,059.20$ Elkhorn Receptionist * Admin Administrative Assistant - Recreation 35,734.40$ 41,870.40$ 48,110.40$ Elkhorn Administrative Specialist**** Admin Administrative Assistant to the Fire Chief 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Admin Assist II - Fire / EMS Fire Administrative Assistant to the Fire Chief 42,577.60$ 49,878.40$ 57,304.00$ Elkhorn Admin Asssit I - Fire/EMS Fire Administrative Assistant to the Fire Chief 40,164.80$ 47,049.60$ 54,059.20$ Elkhorn Receptionist **** Admin Administrative Assistant to the Fire Chief 35,734.40$ 41,870.40$ 48,110.40$ Elkhorn Administrative Specialist***** DPW Administrative Assistant-Public Works Utility 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Admin Assist II - Public Works DPW Administrative Assistant-Public Works Utility 42,577.60$ 49,878.40$ 57,304.00$ Elkhorn Admin Assist II - Utilities DPW Administrative Assistant-Public Works Utility 42,577.60$ 49,878.40$ 57,304.00$ Elkhorn Admin Asssit I - Public Works DPW Administrative Assistant-Public Works Utility 40,164.80$ 47,049.60$ 54,059.20$ Elkhorn Receptionist ***** Admin Administrative Assistant-Public Works Utility 35,734.40$ 41,870.40$ 48,110.40$ Elkhorn Adult Services Librarian Library Adult Service Librarian 53,747.20$ 62,961.60$ 72,342.40$ Elkhorn Administrative Specialist*** Police Assistant - Police / Police Support Staff 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Receptionist *** Admin Assistant - Police / Police Support Staff 35,734.40$ 41,870.40$ 48,110.40$ Elkhorn Assistant Fire Chief Fire Battalion Chief 80,808.00$ 94,681.60$ 108,763.20$ Elkhorn Youth services Librarian** Library Circulation Manager 53,747.20$ 62,961.60$ 72,342.40$ Elkhorn Circulation Supervisor - MML Library Circulation Manager 47,840.00$ 56,035.20$ 64,376.00$ Elkhorn Deputy City Clerk Clerks Deputy Clerk 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Finance Director / Comptroller Finance Director of Finance (CPFO, CPA, or CGFM) 96,241.60$ 112,777.60$ 129,542.40$ Elkhorn Recreation Director Recreation Director of Park & Recreation 80,808.00$ 94,681.60$ 108,763.20$ Elkhorn Director of Public Works DPW Director of Public Works 102,024.00$ 119,537.60$ 137,321.60$ Elkhorn Engineering Tech Engineering Engineering Technician 60,382.40$ 70,761.60$ 81,265.60$ Elkhorn Fire Chief Fire Fire Chief 96,241.60$ 112,777.60$ 129,542.40$ Elkhorn Utilility Field Office Coordinator DPW Foreman 64,001.60$ 75,004.80$ 86,153.60$ Elkhorn Library Director Library Library Director 80,808.00$ 94,681.60$ 108,763.20$ Elkhorn Police Captain Police Police Captain 85,654.40$ 100,360.00$ 115,294.40$ Elkhorn Police Chief Police Police Chief 102,024.00$ 119,537.60$ 137,321.60$ Elkhorn Confidential Secretary - Police Police Police Department Clerk Administrative 47,840.00$ 56,035.20$ 64,376.00$ Elkhorn Administrative Specialist** Police Police Department Clerk Administrative 45,136.00$ 52,873.60$ 60,736.00$ Elkhorn Receptionist ** Police Police Department Clerk Administrative 35,734.40$ 41,870.40$ 48,110.40$ Elkhorn Recreation Supervisor Recreation Recreation Supervisor 56,971.20$ 66,747.20$ 76,668.80$ Elkhorn Office Manager Recreation Senior Coordinator 60,382.40$ 70,761.60$ 81,265.60$ Elkhorn Admin Assist II - Park & Rec Recreation Senior Coordinator 42,577.60$ 49,878.40$ 57,304.00$ Elkhorn HR Generalist Finance Senior Deputy Treasurer / Payroll Accountant 67,849.60$ 79,497.60$ 91,312.00$ Elkhorn Account Clerk - Payroll / AP* Finance Senior Deputy Treasurer / Payroll Accountant 45,136.00$ 52,873.60$ 60,736.00$ Page 148 of 201 Elkhorn Water Superintendent DPW Superintendent 80,808.00$ 94,681.60$ 108,763.20$ Elkhorn HR Manager Admin Support Services Manager 71,926.40$ 84,260.80$ 96,803.20$ Elkhorn City Administrator Admin Village Administrator 121,513.60$ 142,376.00$ 163,550.40$ Elkhorn City Clerk Clerks Village Clerk + CMC 71,926.40$ 84,260.80$ 96,803.20$ Elkhorn Youth services Librarian Library Youth Services Librarian 53,747.20$ 62,961.60$ 72,342.40$ Fitchburg Accountant FINANCE Accountant 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Finance Specialist - Procurement / Budget FINANCE Accountant 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Accounting Clerk II FINANCE Accounting Clerk 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Accounting Clerk I Finance Accounting Clerk 51,812.80$ 54,766.40$ 57,740.80$ Fitchburg Utility Billing Assistant Finance Accounts Clerk 48,131.20$ 50,876.80$ 53,622.40$ Fitchburg Administrative Assistant* Recreation Administrative Assistant - Recreation 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Office Assistant Recreation Administrative Assistant - Recreation 48,131.20$ 50,876.80$ 53,622.40$ Fitchburg Fire Administrative Services Manager Fire Administrative Assistant to the Fire Chief 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Administrative Assistant**** FIRE Administrative Assistant to the Fire Chief 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Administrative Assistant***** DPW Administrative Assistant-Public Works Utility 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Youth Services Librarian** LIBRARY Adult Service Librarian 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Administrative Assistant*** Police Assistant - Police / Police Support Staff 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Support Specialist III Police Assistant - Police / Police Support Staff 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Support Specialist II POLICE Assistant - Police / Police Support Staff 48,131.20$ 50,876.80$ 53,622.40$ Fitchburg Support Specialist I Police Assistant - Police / Police Support Staff 45,676.80$ 48,297.60$ 50,897.60$ Fitchburg Adult Service Manager LIBRARY Assistant Library Director 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg Youth Services Manager LIBRARY Assistant Library Director 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg City Planner / Zoning Administrator ENGINEERING Associate Planner / Zoning Administrator 110,344.00$ 116,646.40$ 126,110.40$ Fitchburg Community Deveolopment Planner Community Development Associate Planner / Zoning Administrator 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg GIS Coordinator Community Development Associate Planner / Zoning Administrator 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg Associate Planner Community Development Associate Planner / Zoning Administrator 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Battalion Chief FIRE Battalion Chief 95,696.64$ 101,162.88$ 109,374.72$ Fitchburg Youth Services Librarian*** LIBRARY Circulation Manager 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Senior Project Engineer ENGINEERING Civil Engineer / Land Surveyor 85,987.20$ 90,896.00$ 95,804.80$ Fitchburg Project Engineer ENGINEERING Civil Engineer / Land Surveyor 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Coummunity Media Services Manager RECREATION Communication Coordinator 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Production Assistant Recreation Communication Coordinator 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Economic Development Director Community Development Community Development Director 110,344.00$ 116,646.40$ 126,110.40$ Fitchburg Deputy City Clerk CLERKS Deputy Clerk 61,526.40$ 65,041.60$ 68,556.80$ Fitchburg Finance Director / Comptroller FINANCE Director of Finance (CPFO, CPA, or CGFM) 115,232.00$ 121,804.80$ 131,684.80$ Fitchburg Accounting Manager / Treasurer FINANCE Director of Finance (CPFO, CPA, or CGFM) 85,987.20$ 90,896.00$ 95,804.80$ Fitchburg Recreation And Community Service Director REC / COMMUNITY SERVICES Director of Park & Recreation 100,568.00$ 106,329.60$ 114,940.80$ Fitchburg Director of Public Works / City Engineer* DPW Director of Public Works 124,987.20$ 132,121.60$ 142,833.60$ Fitchburg Engineering Technician III Engineering Engineering Technician 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Engineering Technician II Engineering Engineering Technician 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Engineering Techncian I Engineering Engineering Technician 66,435.20$ 70,220.80$ 74,027.20$ Fitchburg Fire Chief Fire Fire Chief 115,232.00$ 121,804.80$ 131,684.80$ Fitchburg Library Director LIBRARY Library Director 100,568.00$ 106,329.60$ 114,940.80$ Fitchburg Economic Development Specialist Community Development Planning Assistant 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Police Captain Police Police Captain 100,568.00$ 106,329.60$ 114,940.80$ Fitchburg Police Chief Police Police Chief 124,987.20$ 132,121.60$ 142,833.60$ Fitchburg Deputy Police Chief Police Police Chief 110,344.00$ 116,646.40$ 126,110.40$ Fitchburg Police Administratie Services Manager Police Police Department Clerk Administrative 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Executive Assistant Police Police Department Clerk Administrative 61,526.40$ 65,041.60$ 68,556.80$ Fitchburg Administrative Assistant** Police Police Department Clerk Administrative 56,659.20$ 59,904.00$ 63,128.00$ Fitchburg Police Shift Lieutenant Police Police Lieutenant 90,811.50$ 96,018.00$ 103,798.50$ Fitchburg Community Center / Recreation Manager Recreation Senior Coordinator 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Community Development Program Coordinator Recreation Senior Coordinator 76,190.40$ 80,537.60$ 84,884.80$ Fitchburg Assistant Senior Center Director Recreation Senior Coordinator 71,302.40$ 75,379.20$ 79,456.00$ Fitchburg Community Center / Recreation coordinator Recreation Senior Coordinator 51,812.80$ 54,766.40$ 57,740.80$ Fitchburg HR Business Partner Finance Senior Deputy Treasurer / Payroll Accountant 66,435.20$ 70,220.80$ 74,027.20$ Fitchburg Payroll Specialist Finance Senior Deputy Treasurer / Payroll Accountant 66,435.20$ 70,220.80$ 74,027.20$ Fitchburg Police Sergeant Police Sergeant 85,995.00$ 90,889.50$ 95,803.50$ Page 149 of 201 Fitchburg Assistant Public Works Director DPW Superintendent 110,344.00$ 116,646.40$ 126,110.40$ Fitchburg Park Maintenance Supervisor DPW Superintendent 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg Street Supervisor DPW Superintendent 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg Utility Supervisor DPW Superintendent 81,057.60$ 85,696.00$ 90,334.40$ Fitchburg Human Resources Director Admin Support Services Manager 105,476.80$ 111,488.00$ 117,520.00$ Fitchburg Deputy City Administrator ADMIN Village Administrator 124,987.20$ 132,121.60$ 142,833.60$ Fitchburg City Clerk Clerks Village Clerk + CMC 90,812.80$ 96,012.80$ 101,192.00$ Fitchburg Director of Public Works / City Engineer** Engineering Village Engineer 124,987.20$ 132,121.60$ 142,833.60$ Fitchburg Principal Engineer Engineering Village Engineer 95,700.80$ 101,171.20$ 109,366.40$ Fitchburg Youth Services Librarian* Library Youth Services Librarian 71,302.40$ 75,379.20$ 79,456.00$ Fond Du Lac Senior Accountant Finance Accountant 64,772.00$ 74,025.00$ 83,278.00$ Fond Du Lac Administrative Specialist III* Recreation Administrative Assistant - Recreation 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II* Recreation Administrative Assistant - Recreation 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I* Recreation Administrative Assistant - Recreation 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Administrative Specialist III**** Fire Administrative Assistant to the Fire Chief 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II**** Fire Administrative Assistant to the Fire Chief 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I**** Fire Administrative Assistant to the Fire Chief 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Administrative Specialist III***** DPW Administrative Assistant-Public Works Utility 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II***** DPW Administrative Assistant-Public Works Utility 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I***** DPW Administrative Assistant-Public Works Utility 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Librarian I* Library Adult Service Librarian 59,821.00$ 68,359.00$ 76,898.00$ Fond Du Lac Administrative Specialist III*** Police Assistant - Police / Police Support Staff 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II*** Police Assistant - Police / Police Support Staff 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I*** Police Assistant - Police / Police Support Staff 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Assistant Chief of EMS Fire Battalion Chief 105,464.00$ 120,530.00$ 135,596.00$ Fond Du Lac Assistant Fire Chief - Training Fire Battalion Chief 105,464.00$ 120,530.00$ 135,596.00$ Fond Du Lac Librarian I*** Library Circulation Manager 59,821.00$ 68,359.00$ 76,898.00$ Fond Du Lac Circulation Supervisor* Library Circulation Manager 54,933.00$ 62,754.00$ 70,574.00$ Fond Du Lac Circulation Supervisor** Library Circulation Manager 54,933.00$ 62,754.00$ 70,574.00$ Fond Du Lac Circulation Supervisor*** Library Circulation Manager 54,933.00$ 62,754.00$ 70,574.00$ Fond Du Lac Senior Network Engineer Engineering Civil Engineer / Land Surveyor 83,257.00$ 95,151.00$ 107,045.00$ Fond Du Lac City Engineer II Engineering Civil Engineer / Land Surveyor 69,693.00$ 79,649.00$ 89,605.00$ Fond Du Lac Director - Community Development Community Development Community Development Director 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Clerk Cashier Clerks Deputy Clerk 40,092.00$ 45,820.00$ 51,547.00$ Fond Du Lac Director - Aministration / CFO** Finance Director of Finance (CPFO, CPA, or CGFM) 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Director - Public Works DPW Director of Public Works 127,671.00$ 145,909.00$ 164,148.00$ Fond Du Lac GIS Coordinator Engineering Engineering Technician 69,693.00$ 79,649.00$ 89,605.00$ Fond Du Lac Fire Chief Fire Fire Chief 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Library Director Library Library Director 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Administrative Specialist III****** Community Development Planning Assistant 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II****** Community Development Planning Assistant 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I****** Community Development Planning Assistant 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Police Chief Police Police Chief 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Administrative Specialist III** Police Police Department Clerk Administrative 54,905.00$ 62,748.00$ 70,592.00$ Fond Du Lac Administrative Specialist II** Police Police Department Clerk Administrative 49,959.00$ 57,096.00$ 64,233.00$ Fond Du Lac Administrative Specialist I** Police Police Department Clerk Administrative 45,038.00$ 51,472.00$ 57,905.00$ Fond Du Lac Records Clerk - Police Police Police Department Clerk Administrative 43,630.00$ 49,863.00$ 56,096.00$ Fond Du Lac Assistant Chief of Police Police Police Lieutenant 105,464.00$ 120,530.00$ 135,596.00$ Fond Du Lac Payroll Manager Finance Senior Deputy Treasurer / Payroll Accountant 69,693.00$ 79,649.00$ 89,605.00$ Fond Du Lac Wastewater Superintendent DPW Superintendent 98,070.00$ 112,080.00$ 126,090.00$ Fond Du Lac Water Plant Superivsor DPW Superintendent 64,772.00$ 74,025.00$ 83,278.00$ Fond Du Lac City Attorney / Director HR** Admin Support Services Manager 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Human Resources Manager Admin Support Services Manager 75,863.00$ 86,700.00$ 97,538.00$ Fond Du Lac Administrative Services Manager Admin Support Services Manager 59,826.00$ 68,373.00$ 76,919.00$ Fond Du Lac City Attorney / Director HR* Admin Village Administrator 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac Director - Aministration / CFO* Admin Village Administrator 120,276.00$ 137,459.00$ 154,641.00$ Fond Du Lac City Manager Admin Village Administrator 125,000.00$ Fond Du Lac City Clerk Clerks Village Clerk + CMC 90,675.00$ 103,629.00$ 116,583.00$ Page 150 of 201 Fond Du Lac City Engineer Engineering Village Engineer 105,464.00$ 120,530.00$ 135,596.00$ Fond Du Lac Librarian I** Library Youth Services Librarian 59,821.00$ 68,359.00$ 76,898.00$ Fox Point Financial Manager FINANCE Accountant 85,284.00$ Fox Point Assistant Financial Manager FINANCE Accountant 82,800.00$ Fox Point DPW Admin Assistant DPW Administrative Assistant-Public Works Utility 38,750.00$ Fox Point Deputy Village Clerk Clerks Deputy Clerk 70,380.00$ Fox Point Village Clerk/Treasurer FINANCE Director of Finance (CPFO, CPA, or CGFM) 108,000.00$ Fox Point DPW Director DPW Director of Public Works 132,478.00$ Fox Point DPW Foreman DPW Foreman 82,990.00$ Fox Point DPW Fleet Manager DPW Foreman 78,104.00$ Fox Point Police Captain Police Police Captain 121,907.00$ Fox Point Police Chief Police Police Chief 137,482.00$ Fox Point DPW Superintendent DPW Superintendent 95,261.00$ Fox Point Assistant Village Manager Admin Support Services Manager 83,804.00$ Fox Point Village Manager ADMIN Village Administrator 170,000.00$ Grafton Accountant/Finance Analyst FINANCE Accountant 68,473.60$ 80,974.40$ 95,763.20$ Grafton Accounting Clerk FINANCE Accounting Clerk 50,336.00$ 59,529.60$ 70,387.20$ Grafton Administrative Specialist - Parks & Rec Recreation Administrative Assistant - Recreation 54,350.40$ 64,292.80$ 76,024.00$ Grafton Administrative Specialist - Public Works DPW Administrative Assistant-Public Works Utility 54,350.40$ 64,292.80$ 76,024.00$ Grafton Police Records Technician POLICE Assistant - Police / Police Support Staff 46,612.80$ 55,120.00$ 65,187.20$ Grafton Assistant Village Engineer ENGINEERING Civil Engineer / Land Surveyor 93,121.60$ 110,136.00$ 130,249.60$ Grafton Community Development Director Community Development Community Development Director 108,638.40$ 128,481.60$ 151,944.00$ Grafton Deputy Village Clerk Clerks Deputy Clerk 54,350.40$ 64,292.80$ 76,024.00$ Grafton Director of Administrative Services** Finance Director of Finance (CPFO, CPA, or CGFM) 108,638.40$ 128,481.60$ 151,944.00$ Grafton Director of Parks and Recreation REC / COMMUNITY SERVICES Director of Park & Recreation 100,588.80$ 118,955.20$ 140,670.40$ Grafton Director of Public Works / Village Engineer DPW/ENGINEERING Director of Public Works 117,312.00$ 138,756.80$ 164,112.00$ Grafton Engineering Techncian II Engineering Engineering Technician 68,473.60$ 80,974.40$ 95,763.20$ Grafton Public Works Foreman DPW Foreman 63,398.40$ 74,984.00$ 88,670.40$ Grafton Administrative Specialist - Community Development Community Development Planning Assistant 54,350.40$ 64,292.80$ 76,024.00$ Grafton Office Assistant - Community development Community Development Planning Assistant 46,612.80$ 55,120.00$ 65,187.20$ Grafton Assistant Police Chief Police Police Captain 108,638.40$ 128,481.60$ 151,944.00$ Grafton Police Chief Police Police Chief 117,312.00$ 138,756.80$ 164,112.00$ Grafton Administrative Specialist - Police Police Police Department Clerk Administrative 54,350.40$ 64,292.80$ 76,024.00$ Grafton Senior Coordinator / Recreation Program Supervisor* REC / COMMUNITY SERVICES Recreation Supervisor 63,398.40$ 74,984.00$ 88,670.40$ Grafton Senior Coordinator / Recreation Program Supervisor** Recreation Senior Coordinator 63,398.40$ 74,984.00$ 88,670.40$ Grafton Senior Center Assistant Recreation Senior Coordinator 46,612.80$ 55,120.00$ 65,187.20$ Grafton Human Resources Generalist Finance Senior Deputy Treasurer / Payroll Accountant 68,473.60$ 80,974.40$ 95,763.20$ Grafton Public Works Superintendent DPW Superintendent 86,236.80$ 101,982.40$ 120,619.20$ Grafton Director of Administrative Services* Admin Support Services Manager 108,638.40$ 128,481.60$ 151,944.00$ Grafton Village Clerk Clerks Village Clerk + CMC 86,236.80$ 101,982.40$ 120,619.20$ Grafton Utility Director Engineer Engineering Village Engineer 108,638.40$ 128,481.60$ 151,944.00$ Green Bay Grant Accountant LTE Finance Accountant 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Sr Accountant Finance Accountant 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Accountant Finance Accountant 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Financial Analyst Finance Accountant 65,582.00$ 73,320.00$ 88,733.00$ Green Bay Accounting Assistant Finance Accounting Clerk 65,582.40$ 73,320.00$ 88,732.80$ Green Bay Account Clerk III Finance Accounting Clerk 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Accounting Clerk II Finance Accounting Clerk 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk II* Recreation Administrative Assistant - Recreation 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk* Recreation Administrative Assistant - Recreation 49,483.20$ 52,228.80$ 63,211.20$ Green Bay Executive Assistant** Fire Administrative Assistant to the Fire Chief 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Executive Secretary** Fire Administrative Assistant to the Fire Chief 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Administrative Clerk II**** Fire Administrative Assistant to the Fire Chief 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk**** Fire Administrative Assistant to the Fire Chief 49,483.20$ 52,228.80$ 63,211.20$ Green Bay Executive Assistant*** DPW Administrative Assistant-Public Works Utility 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Executive Secretary*** DPW Administrative Assistant-Public Works Utility 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Administrative Clerk II***** DPW Administrative Assistant-Public Works Utility 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk***** DPW Administrative Assistant-Public Works Utility 49,483.20$ 52,228.80$ 63,211.20$ Page 151 of 201 Green Bay Administrative Clerk II*** Police Assistant - Police / Police Support Staff 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Planning Manager Community Development Associate Planner / Zoning Administrator 94,557.00$ 105,685.00$ 127,920.00$ Green Bay Park Planner Community Development Associate Planner / Zoning Administrator 88,755.00$ 99,181.00$ 120,074.00$ Green Bay Zoning Administrator Community Development Associate Planner / Zoning Administrator 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Planner II Community Development Associate Planner / Zoning Administrator 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Community Development Specialist Community Development Associate Planner / Zoning Administrator 65,582.00$ 73,320.00$ 88,733.00$ Green Bay Planner I Community Development Associate Planner / Zoning Administrator 65,582.00$ 73,320.00$ 88,733.00$ Green Bay Assistant Fire Chief Fire Battalion Chief 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Battalion Chief Fire Battalion Chief 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Civil Engineer III Engineering Civil Engineer / Land Surveyor 88,755.00$ 99,181.00$ 120,074.00$ Green Bay Civil Engineer II Engineering Civil Engineer / Land Surveyor 82,950.00$ 92,706.00$ 112,237.00$ Green Bay GIS Coordinator Engineering Civil Engineer / Land Surveyor 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Civil Engineer I Engineering Civil Engineer / Land Surveyor 77,147.00$ 86,237.00$ 104,395.00$ Green Bay GIS Analyst Engineering Civil Engineer / Land Surveyor 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Communications Technician Recreation Communication Coordinator 71,406.40$ 79,788.80$ 96,595.20$ Green Bay Development Director Community Development Community Development Director 132,246.00$ 147,805.00$ 178,922.00$ Green Bay Deputy Development Director Community Development Community Development Director 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Finance Director Finance Director of Finance (CPFO, CPA, or CGFM) 143,846.00$ 160,731.00$ 194,588.00$ Green Bay Assistant Finance Director Finance Director of Finance (CPFO, CPA, or CGFM) 100,353.00$ 112,165.00$ 135,766.00$ Green Bay Deputy Treasurer Finance Director of Finance (CPFO, CPA, or CGFM) 94,557.00$ 105,685.00$ 127,920.00$ Green Bay Finance Manager Finance Director of Finance (CPFO, CPA, or CGFM) 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Financial Services Adminstrator Finance Director of Finance (CPFO, CPA, or CGFM) 77,147.20$ 86,236.80$ 104,395.20$ Green Bay Financial Supervisor Finance Director of Finance (CPFO, CPA, or CGFM) 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Parks, Recreation and Forestry Director Recreation Director of Park & Recreation 132,246.00$ 147,805.00$ 178,922.00$ Green Bay Deputy Parks Director Recreation Director of Park & Recreation 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Park Superintendent Recreation Director of Park & Recreation 94,557.00$ 105,685.00$ 127,920.00$ Green Bay Rrecreation Manager Recreation Director of Park & Recreation 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Public Works Director DPW Director of Public Works 143,846.00$ 160,731.00$ 194,588.00$ Green Bay Facilities Manager DPW Director of Public Works 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Engineering Technician Engineering Engineering Technician 71,406.40$ 79,788.80$ 96,595.20$ Green Bay Engineering Aide III Engineering Engineering Technician 65,582.40$ 73,320.00$ 88,732.80$ Green Bay Engineering Aide II Engineering Engineering Technician 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Engineering Aide I Engineering Engineering Technician 52,561.60$ 55,473.60$ 67,163.20$ Green Bay Fire Chief Fire Fire Chief 132,246.00$ 147,805.00$ 178,922.00$ Green Bay Fleet Manager DPW Foreman 94,557.00$ 105,685.00$ 127,920.00$ Green Bay Administrative Clerk II****** Community Development Planning Assistant 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk****** Community Development Planning Assistant 49,483.20$ 52,228.80$ 63,211.20$ Green Bay Police Commander Police Police Captain 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Police Captain Police Police Captain 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Police Chief Police Police Chief 132,246.00$ 147,805.00$ 178,922.00$ Green Bay Executive Assistant* Police Police Department Clerk Administrative 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Executive Secretary* Police Police Department Clerk Administrative 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Administrative Clerk II** Police Police Department Clerk Administrative 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Administrative Clerk** Police Police Department Clerk Administrative 49,483.20$ 52,228.80$ 63,211.20$ Green Bay Recreation Supervisor Recreation Recreation Supervisor 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Community Liason Recreation Senior Coordinator 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Payroll Manager Finance Senior Deputy Treasurer / Payroll Accountant 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Benefits Specialist Finance Senior Deputy Treasurer / Payroll Accountant 65,582.40$ 73,320.00$ 88,732.80$ Green Bay Payroll Specialist Finance Senior Deputy Treasurer / Payroll Accountant 59,779.20$ 66,809.60$ 80,912.00$ Green Bay Time Clerk Finance Senior Deputy Treasurer / Payroll Accountant 55,577.60$ 60,340.80$ 73,049.60$ Green Bay Assistant Public Works Director DPW Superintendent 106,131.00$ 118,646.00$ 143,612.00$ Green Bay Public Works Superintendent DPW Superintendent 94,557.00$ 105,685.00$ 127,920.00$ Green Bay Maintenance Manager DPW Superintendent 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Public Works Supervisor DPW Superintendent 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Human Resources Director Admin Support Services Manager 132,246.00$ 147,805.00$ 178,922.00$ Green Bay Human Resources Manager Admin Support Services Manager 100,353.00$ 112,165.00$ 135,766.00$ Green Bay Business Manager Admin Support Services Manager 88,755.00$ 99,181.00$ 120,074.00$ Green Bay Administrative Manager Admin Support Services Manager 82,950.00$ 92,706.00$ 112,237.00$ Page 152 of 201 Green Bay Communications Director Admin Support Services Manager 82,950.00$ 92,706.00$ 112,237.00$ Green Bay Administrative Supervisor Admin Support Services Manager 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Wellness Administrator Admin Support Services Manager 77,147.00$ 86,237.00$ 104,395.00$ Green Bay Business Support Specialist Admin Support Services Manager 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Human Resources Generalist II Admin Support Services Manager 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Safety Coordinator Admin Support Services Manager 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Workplace Culture Specialist Admin Support Services Manager 71,406.00$ 79,789.00$ 96,595.00$ Green Bay Chief of Operations Admin Village Administrator 143,846.00$ 160,731.00$ 194,588.00$ Green Bay City Clerk Clerks Village Clerk + CMC 88,755.00$ 99,181.00$ 120,074.00$ Green Bay Assistant City Engineer Engineering Village Engineer 100,353.00$ 112,165.00$ 135,766.00$ Greendale Senior Financial Analyst Finance Accountant 68,344.21$ 77,446.07$ 86,547.92$ Greendale Admin Assistant* Recreation Administrative Assistant - Recreation 41,142.40$ 50,356.80$ 59,550.40$ hourly Greendale Welcome Center Receptionist Recreation Administrative Assistant - Recreation 29,889.60$ 34,299.20$ 38,708.80$ hourly Greendale Admin Assistant**** Fire Administrative Assistant to the Fire Chief 41,142.40$ 50,356.80$ 59,550.40$ hourly Greendale Admin Assistant***** DPW Administrative Assistant-Public Works Utility 41,142.40$ 50,356.80$ 59,550.40$ hourly Greendale Police Support Police Assistant - Police / Police Support Staff 45,240.00$ 51,272.00$ 57,324.80$ Greendale Admin Assistant*** Police Assistant - Police / Police Support Staff 41,142.40$ 50,356.80$ 59,550.40$ hourly Greendale Fire Captain Fire Battalion Chief 66,809.60$ 76,876.80$ 86,923.20$ Greendale Deputy Clerk Clerks Deputy Clerk 60,340.80$ 68,307.20$ 76,294.40$ hourly Greendale Trasurer / Finance Director FINANCE Director of Finance (CPFO, CPA, or CGFM) 91,182.69$ 104,233.42$ 117,284.15$ Greendale Director of Public Works DPW Director of Public Works 91,182.69$ 104,233.42$ 117,284.15$ Greendale Fire Chief Fire Fire Chief 111,188.69$ 130,084.13$ 148,979.57$ Greendale Foreman Lead DPW Foreman 72,092.80$ 82,617.60$ 93,142.40$ Greendale Police Captain Police Police Captain 101,392.67$ 117,895.27$ 134,397.88$ Greendale Police Chief Police Police Chief 112,450.50$ 130,952.44$ 149,454.39$ Greendale Police Admin Assistant Police Police Department Clerk Administrative 51,022.40$ 61,838.40$ 72,654.40$ Greendale Admin Assistant** Police Police Department Clerk Administrative 41,142.40$ 50,356.80$ 59,550.40$ hourly Greendale Police Lieutenant Police Police Lieutenant 96,824.00$ 110,780.80$ 124,758.40$ Greendale Police Sergeant Police Sergeant 92,206.40$ 104,624.00$ 117,041.60$ Greendale Assistant Village Manager Admin Support Services Manager 87,078.95$ 99,898.26$ 112,717.57$ Greendale Village Manager Admin Village Administrator 122,264.38$ 146,536.52$ 170,808.65$ Greendale Village Clerk Clerks Village Clerk + CMC 78,597.26$ 90,853.88$ 103,110.51$ Greenfield DEPUTY TREASURER Finance Accountant 81,470.00$ 87,274.00$ 93,491.00$ Greenfield SENIOR ACCOUNTANT Finance Accountant 81,470.00$ 87,274.00$ 93,491.00$ Greenfield PAYROLL & ACCOUNTING SPECIALIST** Finance Accountant 67,080.00$ 71,864.00$ 76,980.80$ Greenfield FINANCE SPECIALIST Finance Accounting Clerk 64,251.20$ 68,868.80$ 73,777.60$ Greenfield ADMINISTRATIVE ASSISTANT * Recreation Administrative Assistant - Recreation 64,251.20$ 68,868.80$ 73,777.60$ Greenfield ADMINISTRATIVE ASSISTANT **** Fire Administrative Assistant to the Fire Chief 64,251.20$ 68,868.80$ 73,777.60$ Greenfield ADMINISTRATIVE ASSISTANT ***** DPW Administrative Assistant-Public Works Utility 64,251.20$ 68,868.80$ 73,777.60$ Greenfield LIBRARIAN, TEEN ** Library Adult Service Librarian 51,001.60$ 54,641.60$ 58,552.00$ Greenfield ADMINISTRATIVE ASSISTANT *** Police Assistant - Police / Police Support Staff 64,251.20$ 68,868.80$ 73,777.60$ Greenfield LIBRARY, ASSISTANT DIRECTOR Library Assistant Library Director 76,220.00$ 81,649.00$ 87,465.00$ Greenfield LIBRARY YOUTH SERVICES MANAGER Library Assistant Library Director 64,604.80$ 69,222.40$ 74,172.80$ Greenfield PLANNER Community Development Associate Planner / Zoning Administrator 73,336.00$ 78,560.00$ 84,155.00$ Greenfield BATTALION CHIEF Fire Battalion Chief 104,108.00$ 111,520.00$ 124,742.00$ Greenfield LIBRARIAN, TEEN *** Library Circulation Manager 51,001.60$ 54,641.60$ 58,552.00$ Greenfield CITY PLANNER Community Development Community Development Director 90,649.00$ 97,105.00$ 104,022.00$ Greenfield DEPUTY CITY CLERK Clerks Deputy Clerk 72,259.20$ 77,376.00$ 82,929.60$ Greenfield CLERK SPECIALIST Clerks Deputy Clerk 56,971.20$ 59,030.40$ 61,172.80$ Greenfield FINANCE DIRECTOR Finance Director of Finance (CPFO, CPA, or CGFM) 122,534.00$ 131,263.00$ 140,609.00$ Greenfield ASSISTANT FINANCE DIRECTOR Finance Director of Finance (CPFO, CPA, or CGFM) 105,843.00$ 113,382.00$ 121,458.00$ Greenfield PARKS & RECREATION DIRECTOR Recreation Director of Park & Recreation 98,477.00$ 105,492.00$ 113,006.00$ Greenfield ENGINEERING SPECIALIST Engineering Engineering Technician 64,251.20$ 68,868.80$ 73,777.60$ Greenfield ASSISTANT FIRE CHIEF Fire Fire Chief 122,534.00$ 131,263.00$ 140,609.00$ Greenfield WORKING FOREMAN DPW Foreman 83,532.80$ 89,460.80$ 95,804.80$ Greenfield LIBRARY DIRECTOR Library Library Director 104,833.00$ 112,300.00$ 120,299.00$ Greenfield POLICE CAPTAIN Police Police Captain 118,709.00$ 127,162.00$ 136,222.00$ Greenfield ASSISTANT POLICE CHIEF Police Police Chief 125,266.00$ 134,186.00$ 143,745.00$ Page 153 of 201 Greenfield ADMINISTRATIVE ASSISTANT ** Police Police Department Clerk Administrative 64,251.20$ 68,868.80$ 73,777.60$ Greenfield POLICE CLERK TYPIST Police Police Department Clerk Administrative 53,851.20$ 57,678.40$ 61,796.80$ Greenfield PARKS SUPERVISOR Recreation Recreation Supervisor 85,139.00$ 90,322.00$ 96,289.00$ Greenfield RECREATION SUPERVISOR Recreation Recreation Supervisor 74,014.00$ 79,286.00$ 84,931.00$ Greenfield PAYROLL & ACCOUNTING SPECIALIST* Finance Senior Deputy Treasurer / Payroll Accountant 67,080.00$ 71,864.00$ 76,980.80$ Greenfield SUPERINTENDENT OF PUBLIC WORKS DPW Superintendent 105,843.00$ 113,382.00$ 121,458.00$ Greenfield HUMAN RESOURCES DIRECTOR Admin Support Services Manager 106,567.00$ 114,157.00$ 122,288.00$ Greenfield CITY CLERK Clerks Village Clerk + CMC 98,477.00$ 105,492.00$ 113,006.00$ Greenfield CITY ENGINEER Engineering Village Engineer 90,649.00$ 97,105.00$ 104,022.00$ Greenfield LIBRARIAN, TEEN * Library Youth Services Librarian 51,001.60$ 54,641.60$ 58,552.00$ Hales Corners Accounting Clerk & Licensing Clerk** Finance Accounts Clerk 46,612.80$ 48,900.80$ 51,188.80$ Hales Corners Administrative Services Specialist* Recreation Administrative Assistant - Recreation 41,951.52$ 46,612.80$ 50,341.82$ Hales Corners Administrative Services Specialist**** Fire Administrative Assistant to the Fire Chief 41,951.52$ 46,612.80$ 50,341.82$ Hales Corners Administrative Services Specialist***** DPW Administrative Assistant-Public Works Utility 41,951.52$ 46,612.80$ 50,341.82$ Hales Corners Fire Captain Fire Battalion Chief 65,694.72$ 73,003.84$ 80,312.96$ Hales Corners Public Works Director DPW Director of Public Works 87,300.00$ 97,000.00$ 106,700.00$ Hales Corners Police Fire Chief* Fire Fire Chief 103,312.00$ 114,791.00$ 127,546.00$ Hales Corners Highway Foreman DPW Foreman 70,096.00$ 77,105.60$ 84,816.16$ Hales Corners Police Captain Police Police Captain 90,080.00$ 99,088.00$ 108,997.00$ Hales Corners Police Fire Chief** Police Police Chief 103,312.00$ 114,791.00$ 127,546.00$ Hales Corners Administrative Services Sp