Common Council Meeting - First Monday — Agenda Packet

Office of the Clerk/Treasurer W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 COMMON COUNCIL MEETING NOTICE AND AGENDA Monday, May 4, 2026 6:30 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 3. Consent Agenda 3.1 Approve Resolution 26-05-10 Related to the Contact Information for Open Records Requests [Tarczewski] 3.2 Approve Accounts Payable Listing Submitted May 4th, 2026 [Tarczewski] 4. Miscellaneous Items 4.1 Discussion and Possible Action to Retain a Search Firm for the Recruitment of a City Administrator [Bergersen] 4.2 Discussion and Possible Action to Approve Resolution 26-05-11 Adopting a New Logo for the City of Pewaukee and Parks and Recreation Department. [Fuchs] 5. Water & Sewer Utility 5.1 Discussion and Possible Action Regarding Proposals to Conduct Groundwater Well Siting Study [Wagner/Mueller] 5.2 Discussion regarding an Excerpt-AWWA Beyond the Replacement Era: Balancing Compounding Infrastructure Needs With Household Affordability [Wagner/Mueller] 6. Engineering 6.1 Discussion and Possible Action Regarding Cedar Gables Development [Wagner] 1. Approve the Phase 2 Stockpiling Agreement Amendment 1 and Establish an Additional Financial Guarantee of $52,030.00. 2. Approve the Third Reduction of Letter of Credit from $1,224,961.05 to $394,828.46 (A Reduction of $830,132.60). 7. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 8. Closed Session – You are hereby notified that the Common Council and staff of the City of Pewaukee will convene into closed session after all regular scheduled business has been concluded and upon Page 1 of 73 motion duly made and seconded and acted upon by roll-call vote as required under 19.85(1)(a), Stats. The purpose of the closed session is for the following: • For conferring with legal counsel for the governmental body who is rendering oral or written advice concerning strategy to be adopted by the body with respect to litigation in which it is or is likely to become involved pursuant to §19.85(1)(g); specifically to be discussed is the Lindsay Road Balmer Park Utility Extension project. You are further notified that at the conclusion of the Closed Session, the Common Council may convene into open session pursuant to 19.85(2), Stats., for possible additional discussion and action concerning any matters discussed in closed session and for adjournment. 9. Adjournment Kelly Tarczewski Clerk/Treasurer May 1, 2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum at the above stated meeting. No action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the Clerk/Treasurer, Kelly Tarczewski, at (262) 691-0770 three business days prior to the meeting so that arrangements may be made to accommodate your request. Page 2 of 73 Public Records – Resolution 26-05-10 Page 1 of 1 STATE OF WISCONSIN CITY OF PEWAUKEE WAUKESHA COUNTY RESOLUTION 26-05-10 NOTICE REGARDING INSPECTION OF PUBLIC RECORDS Except as otherwise provided, any person has a ri ght to inspect public records and to make or receive a copy of any public records as provided in Chapter 19, Subchapter II, Wisconsin Statutes, and applicable municipal ordinances. Requests to inspect public records must be made to the City Clerk/Treasurer at the Pewaukee City Hall, W240 N3065 Pewaukee Road, Pewaukee, Wisconsin, 53072. Public records may be requested, inspected and copies obtained during normal business hours Monday through Friday, 8:00 a.m. to 4:30 p.m. In some cases, records may require retrieval from archives and therefore may not be immediately available for inspection. The cost of photocopying shall be .10¢ per page, pl us sales tax, which has been calculated to be the actual, necessary, and direct cost of reproduction. In some cases, additional charges may apply, such as to recover costs for locating a record, mailing or shipping costs, or photographing and photographic processing costs, and in some cases, prepayment may also be required, as allowed by law. Pursuant to the requirements of Section 19.34(1), Wisconsin Statutes, the following is a list of the holders of any “local public office” as that term is defined and used therein:  Steve Bierce – Mayor  Kelly Tarczewski – Clerk/Treasurer  Phil Vetterkind – Alderman District #1  Rich Reinbold – Alderman District #1  Colleen Brown – Alderman, District #2  Magdelene Wagner – Engineer/Public Works Director  Bobby Kewan – Information Technology Director  Spencer Tabbert – Alderman, District #2  Kevin Bierce – Fire Chief  Brian Dziwulski – Alderman, District #3  Jerry Wamser – Alderman, District #3  Nick Phalin – Parks & Recreation Director  Jane Mueller – Utility Manager  Scott Klein – Administrator  Julia Anderson – Employee Services Director  Lieutenant Marc Moonen - Police Services C/O Waukesha County Sheriff’s Department  Rhett Tuff – Assessor  Nick Fuchs – Planner & Community Development Director / Building Services Passed and adopted by the City of Pewaukee this 4 th day of May 2026. ______________________________ S t e v e B i e r c e , M a y o r Attest: ____________________________________ Kelly Tarczewski, Clerk/Treasurer Page 3 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 1/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 770.23 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING AIRGAS USA 145703 400 04/17/2026 46.40 51420 53300 CLERK/TREASURER - MILEAGE AMI HURD 145704 400 04/17/2026 9.99 51410 52260 ADMINISTRATOR - TELEPHONE & CELL AT&T MOBILITY CC 145705*# 400 04/17/2026 31.99 51420 52260 CLERK/TREASURER - TELEPHONE & CELL 31.99 51450 52260 IT - PHONE & CELL 565.73 52210 52270 FIRE ADMINISTRATION - MDC AIR CARDS 41.98 52400 52260 BUILDING SERVICES - PHONE & CELL 65.00 53110 52260 ENGINEERING - PHONE & CELL 746.68 CHECK 400 145705 TOTAL FOR FUND 100: 89.95 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI BOUCHER CHEVROLET 145706 400 04/17/2026 80.00 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT COLE MANUFACTURING CORP 145708 400 04/17/2026 3.20 51420 53470 CLERK/TREASURER - NOTICES & PUBLICATIONS CONLEY MEDIA 145709*# 400 04/17/2026 69.00 52230 53950 FIRE PROTECTIVE SERVICES - NEW EQUIPMENT CONWAY SHIELD 145710 400 04/17/2026 3,365.21 53100 53420 HIGHWAY - FUEL COREY OIL 145711 400 04/17/2026 882.00 51930 52150 INSURANCE CONSULTANT DIVERSIFIED BENEFIT SERVICES, INC. 145712 400 04/17/2026 9.18 55200 52410 PARKS - BUILDING REPAIRS & MAINT ELLIOTTS ACE HARDWARE 145713*# 400 04/17/2026 2,000.00 00000 23173 BEB24-0053 Halen Homes LLC 145714 400 04/17/2026 2,000.00 00000 23173 BEB24-0052 Halen Homes LLC 145715 400 04/17/2026 2,000.00 00000 23173 BEB24-0054 Halen Homes LLC 145716 400 04/17/2026 2,000.00 00000 23173 BEB24-0055 Halen Homes LLC 145717 400 04/17/2026 2,527.20 55200 52260 PARKS - TELEPHONE & INTERNET IS OUTFITTERS 145719 400 04/17/2026 58.56 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT JX ENTERPRISES, INC. 145720 400 04/17/2026 1,801.56 53100 53400 HIGHWAY - OPERATING SUPPLIES KIMBALL MIDWEST 145721*# 400 04/17/2026 Page 4 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 2/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 17,850.00 51420 52130 CLERK/TREASURER - OTHER ACCOUNTING SERVI LAUTERBACH & AMEN, LLP 145722 400 04/17/2026 440.40 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 145723 400 04/17/2026 173.35 55200 52410 PARKS - BUILDING REPAIRS & MAINT MARK'S PLUMBING PARTS 145724 400 04/17/2026 122.24 55200 52410 PARKS - BUILDING REPAIRS & MAINT 295.59 CHECK 400 145724 TOTAL FOR FUND 100: 258.53 51600 53400 CITY HALL - OPERATING SUPPLIES MENARDS 145725*# 400 04/17/2026 44.45 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 23.98 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 46.36 55200 52410 PARKS - BUILDING REPAIRS & MAINT 25.47 55200 52410 PARKS - BUILDING REPAIRS & MAINT 26.34 55200 52410 PARKS - BUILDING REPAIRS & MAINT 8.49 55200 52420 PARKS - GROUNDS MAINTENANCE 9.45 55200 53400 PARKS - OPERATING SUPPLIES 124.98 55200 53950 PARKS - NEW EQUIPMENT 568.05 CHECK 400 145725 TOTAL FOR FUND 100: 41.31 51430 53430 EMPLOYEE SERVICES - SERVICE RECOGNITION MICHAELIS GABBEY 145726 400 04/17/2026 68.73 53100 53400 HIGHWAY - OPERATING SUPPLIES MID-AMERICAN RESEARCH CHEMICAL 145727 400 04/17/2026 626.06 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT MILLER-BRADFORD & RISBERG, INC 145728 400 04/17/2026 254.46 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT 880.52 CHECK 400 145728 TOTAL FOR FUND 100: 4,307.80 51300 52100 ATTORNEY'S FEES MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 6,977.70 51300 52100 ATTORNEY'S FEES 458.20 51430 52100 ATTORNEY'S FEES 444.70 51430 52100 ATTORNEY'S FEES 974.80 51530 52100 ATTORNEY'S FEES 65.00 51535 52100 ATTORNEY'S FEES 1,883.50 52100 52100 ATTORNEY'S FEES 2,562.40 52100 52100 ATTORNEY'S FEES 35.00 52210 52100 ATTORNEY'S FEES Page 5 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 3/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 547.80 55200 52100 ATTORNEY'S FEES 261.20 55200 52100 ATTORNEY'S FEES 1,541.80 56300 52100 ATTORNEY'S FEES 448.10 56300 52100 ATTORNEY'S FEES 20,508.00 CHECK 400 145729 TOTAL FOR FUND 100: 19.09 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI NAPA 145730*# 400 04/17/2026 96.50 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 4.69 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 16.64 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 136.92 CHECK 400 145730 TOTAL FOR FUND 100: 19.99 53100 53400 HIGHWAY - OPERATING SUPPLIES NAPA AUTOMOTIVE SUPPLY OF SUSSEX 145731 400 04/17/2026 600.00 51980 59910 CONTINGENCY APPROPRIATION PETER RHODE 145733 400 04/17/2026 361.88 55200 52440 PARKS - VEHICLE REPAIR & MAINT POMP'S TIRE SERVICE, INC. 145734 400 04/17/2026 356.02 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING PROHEALTH PHARMACY WAUKESHA 145735 400 04/17/2026 159.40 51600 52410 CITY HALL - BUILDING REPAIRS & MAINT QUALITY ELECTRIC SERVICE 145736 400 04/17/2026 17,018.00 51930 55110 WORKER'S COMPENSATION R&R INSURANCE SERVICES 145737 400 04/17/2026 84.15 53100 53410 HIGHWAY - UNIFORMS RANDY CHMIEL 145738 400 04/17/2026 1,010.53 53100 53400 HIGHWAY - OPERATING SUPPLIES SIGNARAMA 145739*# 400 04/17/2026 35.00 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES SOFT WATER, INC. 145740 400 04/17/2026 6,989.33 00000 45110 COURT PENALTIES STATE OF WI COURT FINES & ASSMTS 145742 400 04/17/2026 257.00 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR STRYKER SALES CORPORATION 145743 400 04/17/2026 194.90 55200 52230 PARKS - WATER VILLAGE OF PEWAUKEE 145745 400 04/17/2026 1,201.88 53100 52210 HIGHWAY - ELECTRICITY WE ENERGIES 145746*# 400 04/17/2026 455.96 53100 52220 GAS FOR HEAT (NATURAL GAS) 1,657.84 CHECK 400 145746 TOTAL FOR FUND 100: Page 6 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 4/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 1,995.00 55200 52410 PARKS - BUILDING REPAIRS & MAINT WHITLOW'S SECURITY SPECIALISTS 145747 400 04/17/2026 249.24 55200 52420 PARKS - GROUNDS MAINTENANCE 2,244.24 CHECK 400 145747 TOTAL FOR FUND 100: 6,025.00 54155 52990 SHARP SHOOTER DEER MANAGEMENT WILDLIFE MANAGEMENT SERVICES 145749 400 04/17/2026 389.00 51420 53400 CLERK/TREASURER - OPERATING SUPPLIES WISCONSIN LEGAL BLANK 145750# 400 04/17/2026 134.75 51440 53120 ELECTIONS - PRINTING 523.75 CHECK 400 145750 TOTAL FOR FUND 100: 210.00 53100 53730 HIGHWAY - ROAD REPAIRS WOLF PAVING 145751 400 04/17/2026 213.65 00000 44300 BUILDING PERMITS ACCURATE BASEMENT REPAIR 145752 400 04/24/2026 442.00 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR AIR ONE EQUIPMENT 145753 400 04/24/2026 398.88 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING AIRGAS USA 145754 400 04/24/2026 290.42 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 668.46 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 1,357.76 CHECK 400 145754 TOTAL FOR FUND 100: 5,842.00 55300 53120 RECREATION PROGRAM - PROGRAM PRINTING AMERICAN LITHO 145756 400 04/24/2026 205.40 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR BATTERIES PLUS LLC 145757*# 400 04/24/2026 151.50 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR BIG JIM'S SMALL ENG SERV 145758 400 04/24/2026 16,790.00 51450 52480 IT - SOFTWARE MAINTENANCE & UPDATES BS&A SOFTWARE 145759*# 400 04/24/2026 444.00 52400 53400 BUILDING SERVICES - OPERATING SUPPLIES 17,234.00 CHECK 400 145759 TOTAL FOR FUND 100: 2,594.50 51430 52100 ATTORNEY'S FEES BUELOW VETTER BUIKEMA OLSON & VLIET 145760 400 04/24/2026 325.00 51430 52100 ATTORNEY'S FEES 2,919.50 CHECK 400 145760 TOTAL FOR FUND 100: Page 7 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 5/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 76.26 51430 53480 EMPLOYEE SERVICES - SAFETY PERSONAL PROT CINTAS CORP 145762*# 400 04/24/2026 275.00 53110 52190 ENGINEERING - OUTSIDE ENGINEERING CORRE 145764 400 04/24/2026 2,873.00 51600 52400 CITY HALL - JANITORIAL SUPPLIES DAN PLAUTZ CLEANING SERVICE 145765 400 04/24/2026 205.34 51930 52150 INSURANCE CONSULTANT DIVERSIFIED BENEFIT SERVICES, INC. 145766 400 04/24/2026 131.24 53110 53400 ENGINEERING - OPERATING SUPPLIES ELIZABETH BROWN 145767*# 400 04/24/2026 38.48 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR ELLIOTTS ACE HARDWARE 145768*# 400 04/24/2026 ** VOIDED ** FIRE PROTECTIVE SERVICES - VEHICLE REPAI FIRE SERVICE INC 145770 400 04/24/2026 ** VOIDED ** FIRE PROTECTIVE SERVICES - VEHICLE REPAI ** VOIDED ** FIRE PROTECTIVE SERVICES - VEHICLE REPAI 494.25 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR GEAR WASH 145771 400 04/24/2026 50.78 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT GRAINGER 145772 400 04/24/2026 175.00 52210 52410 FIRE ADMINISTRATION - BUILDING REPAIRS & HARTLAND OVERHEAD DOOR 145774 400 04/24/2026 80.00 51450 52190 IT - OTHER PROFESSIONAL SERVICES HEARTLAND BUSINESS SYSTEMS 145775 400 04/24/2026 336.46 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES HINKLEY SPRINGS 145776 400 04/24/2026 1,493.85 52230 52430 FIRE PROTECTIVE SERVICES - EQUIP REPAIR INTERSTATE POWER SYSTEMS 145777 400 04/24/2026 3,607.35 52230 52440 FIRE PROTECTIVE SERVICES - VEHICLE REPAI 5,101.20 CHECK 400 145777 TOTAL FOR FUND 100: 15,407.99 53620 52800 RECYCLE - GARBAGE COLLECTION JOHNS DISPOSAL SERVICE 145778# 400 04/24/2026 585.00 53635 52900 SERVICE FEES 15,992.99 CHECK 400 145778 TOTAL FOR FUND 100: 976.92 55200 52410 PARKS - BUILDING REPAIRS & MAINT KMB ELECTRIC 145779 400 04/24/2026 1,246.35 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING LIFE-ASSIST INC 145780 400 04/24/2026 Page 8 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 6/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 88.80 52230 53450 FIRE PROTECTIVE SERVICES - EMS OPERATING 1,335.15 CHECK 400 145780 TOTAL FOR FUND 100: 490.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES MARY FIRNROHR 145782 400 04/24/2026 65.66 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES MENARDS 145783*# 400 04/24/2026 329.98 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES 4.98 53100 53400 HIGHWAY - OPERATING SUPPLIES 68.01 55200 52410 PARKS - BUILDING REPAIRS & MAINT 20.43 55200 52410 PARKS - BUILDING REPAIRS & MAINT (26.07) 55200 52410 PARKS - BUILDING REPAIRS & MAINT 462.99 CHECK 400 145783 TOTAL FOR FUND 100: 260.41 53100 52430 HIGHWAY - EQUIP REPAIR & MAINT MILLER-BRADFORD & RISBERG, INC 145784 400 04/24/2026 121.08 55300 53300 RECREATION PROGRAM - MILEAGE NICK PHALIN 145785 400 04/24/2026 117.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS OCCUPATIONAL HEALTH CENTERS 145787 400 04/24/2026 7.09 51420 53400 CLERK/TREASURER - OPERATING SUPPLIES ODP BUSINESS SOLUTIONS LLC 145788# 400 04/24/2026 325.66 51600 52400 CITY HALL - JANITORIAL SUPPLIES 73.58 51600 52400 CITY HALL - JANITORIAL SUPPLIES 148.88 51600 52400 CITY HALL - JANITORIAL SUPPLIES 555.21 CHECK 400 145788 TOTAL FOR FUND 100: 61.00 51430 52150 EMPLOYEE SERVICES - EMPLOYMENT EXAMS PROHEALTH CARE MEDICAL GROUP 145789# 400 04/24/2026 1,095.00 52210 52150 FIRE ADMINISTRATION - EMPLOYMENT EXAMINA 1,156.00 CHECK 400 145789 TOTAL FOR FUND 100: 1,629.00 53110 53400 ENGINEERING - OPERATING SUPPLIES SPECIAL EDITIONS, INC 145791*# 400 04/24/2026 69.97 52210 53400 FIRE ADMINISTRATION - OPERATING SUPPLIES UNIFIRST CORP 145792 400 04/24/2026 201.73 55300 53110 RECREATION PROGRAM - POSTAGE USPS 145793 400 04/24/2026 33.50 55200 52230 PARKS - WATER VILLAGE OF PEWAUKEE 145794*# 400 04/24/2026 Page 9 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 7/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 100 GENERAL FUND 22.02 55200 52240 PARKS - SEWER 27.00 55200 52950 PARKS - PUBLIC FIRE PROTECTION CHARGE 82.52 CHECK 400 145794 TOTAL FOR FUND 100: 1,951.08 00000 45110 COURT PENALTIES WAUKESHA CO TREASURER 145795# 400 04/24/2026 840.00 55300 52190 RECREATION PROGRAM - CONTRACTED SERVICES 2,791.08 CHECK 400 145795 TOTAL FOR FUND 100: 180.00 52100 53400 POLICE - OPERATING SUPPLIES WI DEPT OF JUSTICE-TIME 145797 400 04/24/2026 161,610.59 Total for fund 100 GENERAL FUND Page 10 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 8/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 230 STORM WATER MANAGEMENT 64.87 53650 52260 TELEPHONE & CELL AT&T MOBILITY CC 145705*# 400 04/17/2026 900.78 53650 53400 OPERATING SUPPLIES KIMBALL MIDWEST 145721*# 400 04/17/2026 138.10 53650 52100 ATTORNEY'S FEES MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 324.29 53650 53400 OPERATING SUPPLIES SIGNARAMA 145739*# 400 04/17/2026 600.95 53650 52210 ELECTRICITY WE ENERGIES 145746*# 400 04/17/2026 227.97 53650 52220 GAS FOR HEAT (NATURAL GAS) 828.92 CHECK 400 145746 TOTAL FOR FUND 230: 240.00 53652 53520 DITCH & CULVERT MAINT - DITCH MAINTENANC ALL-WAYS CONTRACTORS, INC 145755 400 04/24/2026 34.74 53650 52430 EQUIPMENT REPAIR & MAINT BUMPER TO BUMPER 145761 400 04/24/2026 8.65 53650 52430 EQUIPMENT REPAIR & MAINT 323.80 53650 52430 EQUIPMENT REPAIR & MAINT 49.70 53650 52430 EQUIPMENT REPAIR & MAINT 416.89 CHECK 400 145761 TOTAL FOR FUND 230: 176.10 53651 52201 STORM SEWER MAINT - DIGGER'S HOTLINE CORE & MAIN LP 145763 400 04/24/2026 131.25 53650 53410 UNIFORMS & PROTECTIVE EQUIPMENT ELIZABETH BROWN 145767*# 400 04/24/2026 1,629.00 53650 53400 OPERATING SUPPLIES SPECIAL EDITIONS, INC 145791*# 400 04/24/2026 4,850.20 Total for fund 230 STORM WATER MANAGEMENT Page 11 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 9/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 240 AMERICAN RESCUE PLAN 857.50 00000 57101 ARPA FUNDS SOLAR PANELS MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 857.50 Total for fund 240 AMERICAN RESCUE PLAN Page 12 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 10/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 250 TOURISM & CONVENTION 72,315.00 56700 53920 MARKETING PROMOTION & ADVERTISING WAUKESHA PEWAUKEE CVB 145796 400 04/24/2026 72,315.00 Total for fund 250 TOURISM & CONVENTION Page 13 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 11/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 420 CAPTIAL ROAD PROJECTS 213.10 57570 58210 SPRIGDALE ESTATES - GLENWOOD CONLEY MEDIA 145709*# 400 04/17/2026 30.00 57426 58210 LEXINGTON/TACOMA PH 1 MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 330.10 57564 58210 HICKORY GROVE ESTATES 215.40 57564 58210 HICKORY GROVE ESTATES 488.50 57568 58210 LEXINGTON/TAKOMA PH 2 1,064.00 CHECK 400 145729 TOTAL FOR FUND 420: 2,237.00 56700 58200 QUIET ZONE - WEYER ROAD R.A. SMITH & ASSOC., INC. 145790# 400 04/24/2026 2,761.50 56710 58200 QUIET ZONE - GREEN ROAD 2,940.50 56730 58200 QUIET ZONE - WATERTOWN ROAD 7,939.00 CHECK 400 145790 TOTAL FOR FUND 420: 9,216.10 Total for fund 420 CAPTIAL ROAD PROJECTS Page 14 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 12/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 490 CAPTIAL EQUIPMENT 115,850.12 57620 58100 PARKS - CAPITAL EQUIPMENT SPARTAN TURF PRODUCTS 145741 400 04/17/2026 115,850.12 Total for fund 490 CAPTIAL EQUIPMENT Page 15 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 13/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 90.00 10921 52230 ADMIN & GEN OPS-PHONE, INTERNET CELL AT&T MOBILITY CC 145705*# 400 04/17/2026 7.16 10652 52400 TREATMENT MAINT-MAINT OF TREATMENT EQUIP ELLIOTTS ACE HARDWARE 145713*# 400 04/17/2026 4,300.65 10641 53410 TREATMENT OPS-CHEMICALS HAWKINS, INC. 145718 400 04/17/2026 379.26 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS MENARDS 145725*# 400 04/17/2026 34.33 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 2.41 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 5.17 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS (23.98) 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 397.19 CHECK 400 145725 TOTAL FOR FUND 600: 6,015.20 00107 12814 LINDSAY WATER - PARK TO SWAN MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 9,437.40 00107 12814 LINDSAY WATER - PARK TO SWAN 152.15 10923 52100 ATTORNEY'S FEES 166.80 10923 52100 ATTORNEY'S FEES 15,771.55 CHECK 400 145729 TOTAL FOR FUND 600: 15.72 10676 52400 TRANS & DIST MAINT-MAINT OF METERS NAPA 145730*# 400 04/17/2026 124.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS NORTHERN LAKE SERVICE, INC 145732 400 04/17/2026 372.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS 496.00 CHECK 400 145732 TOTAL FOR FUND 600: 101.66 10663 53400 TRANS & DIST OPS-METER SUPPLIES USA BLUEBOOK 145744 400 04/17/2026 2.99 10663 53400 TRANS & DIST OPS-METER SUPPLIES 104.65 CHECK 400 145744 TOTAL FOR FUND 600: 43.90 10678 52100 TRANS & DIST MAINT-SCADA MAINT BATTERIES PLUS LLC 145757*# 400 04/24/2026 1,164.50 10903 52401 CUSTOMER ACCTS OPS-CUST RECORDS BILL EXP BS&A SOFTWARE 145759*# 400 04/24/2026 Page 16 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 14/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 600 WATER UTILITY 38.13 10921 53100 ADMIN & GEN EXPS OPS-OFFICE SUPPLIES CINTAS CORP 145762*# 400 04/24/2026 4.58 10678 52400 TRANS & DIST MAINT-MISC PLANT REPAIRS ELLIOTTS ACE HARDWARE 145768*# 400 04/24/2026 243.60 10673 52400 TRANS & DIST MAINT-TRANS& DISTR MAINS FERGUSON WATERWORKS #1476 145769# 400 04/24/2026 25.83 10675 52400 TRANS & DIST MAINT-MAINT OF SERVICES 269.43 CHECK 400 145769 TOTAL FOR FUND 600: 222.98 10678 52100 TRANS & DIST MAINT-SCADA MAINT GRANITE TELECOMMUNICATIONS LLC 145773*# 400 04/24/2026 106.99 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS MENARDS 145783*# 400 04/24/2026 106.99 10611 52310 SOURCE MAINT-BUILDINGS AND GROUNDS 213.98 CHECK 400 145783 TOTAL FOR FUND 600: 93.00 10642 52310 TREATMENT OPS-WATER TESTING & LAB EXPS NORTHERN LAKE SERVICE, INC 145786 400 04/24/2026 23,233.42 Total for fund 600 WATER UTILITY Page 17 of 73 CHECK DISBURSEMENT REPORT FOR PEWAUKEE 15/15 Page : 04/29/2026 10:21 AM User: FIORENTINO DB: City Of Pewaukee CHECK DATE FROM 04/16/2026 - 04/28/2026 Amount Dept Account Description Payee Check # Bank Check Date Fund: 650 SEWER UTILITY 89.93 10921 52230 ADMIN & GEN OPS PHONE INTERNET CELL AT&T MOBILITY CC 145705*# 400 04/17/2026 1,551.40 01827 52343 SEWER SERVICE CHARGE SANITARY DISTIRCT # BROOKFIELD, TOWN OF 145707 400 04/17/2026 66.48 01827 53400 SUPPLIES AND EXPENSES MENARDS 145725*# 400 04/17/2026 897.60 01852 52382 OPS - ATTORNEY - SEWER MUNICIPAL LAW & LITIGATION GROUP S. 145729*# 400 04/17/2026 152.15 10923 52100 ATTORNEY'S FEES 166.80 10923 52100 ATTORNEY'S FEES 1,216.55 CHECK 400 145729 TOTAL FOR FUND 650: 45.00 10930 53200 ADMIN & GEN OPS- MEMBERSHIP & CONT EDU WI DNR 145748 400 04/17/2026 48.95 01832 52400 MAINTENANCE OF PUMPING EQIUPMENT BATTERIES PLUS LLC 145757*# 400 04/24/2026 1,164.50 10903 52401 CUSTOMER ACCTS OPS CUST RECORDS BILL EXP BS&A SOFTWARE 145759*# 400 04/24/2026 38.13 10921 53100 ADMIN & GEN OPS-OFFICE SUPPLIES CINTAS CORP 145762*# 400 04/24/2026 222.97 01831 52100 SCADA/TELEMETRY MAINT GRANITE TELECOMMUNICATIONS LLC 145773*# 400 04/24/2026 1,436.93 01831 52400 MAINTENANCE OF COLLECTION SYSTEM MACQUEEN EQUIPMENT 145781 400 04/24/2026 24,718.13 01827 52342 SEWER SERVICE CHARGE - VILLAGE OF PEWAU VILLAGE OF PEWAUKEE 145794*# 400 04/24/2026 30,598.97 Total for fund 650 SEWER UTILITY '#'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE DEPARTMENT '*'-INDICATES CHECK DISTRIBUTED TO MORE THAN ONE FUND 418,531.90 TOTAL - ALL FUNDS Page 18 of 73 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action to adopt a new logo for the City of Pewaukee and Parks and Recreation Department (Fuchs) Sub Item Agenda Language: Background Provided By: Nick Fuchs Background: The Common Council first discussed the adoption of a new City and Parks and Recreation logo at their September 15, 2025, meeting. At their November 17, 2025, meeting, the Common Council then approved a scope of services agreement with Saturn Lounge to create logo options for the City and Parks and Recreation Department. Attached are options presented by Saturn Lounge. Staff is recommending adoption of Option 1C for the City logo and Option 1 for the Parks and Recreation logo. Note the Parks and Recreation Board will be reviewing the new logo at their May 13th meeting. Fiscal Impact: Recommended Motion: A motion to adopt Option 1C for the City logo and Option 1 for the Parks and Recreation logo. Page 19 of 73 CITY OF PEWAUKEE LOGO OPTIONS SATURN LOUNGE MARCH, 2026 Page 20 of 73 SATURN LOUNGE MARCH, 2026 OPTION 1 A B C Page 21 of 73 CITY OF PEWAUKEE LOGO MOCKUPS SATURN LOUNGE MARCH, 2026 Page 22 of 73 SATURN LOUNGE MARCH, 2026 OPTION 1 A B C Page 23 of 73 SATURN LOUNGE MARCH, 2026 OPTION 1 A B C Page 24 of 73 SATURN LOUNGE MARCH, 2026 OPTION 1 A B C Page 25 of 73 SATURN LOUNGE MARCH, 2026 OPTION 1 A B C Page 26 of 73 PEWAUKEE PARKS & RECREATION LOGO OPTIONS SATURN LOUNGE APRIL, 2026 Page 27 of 73 SATURN LOUNGE APRIL, 2026 OPTION 1 Page 28 of 73 Resolution 25-05-11 New Logo Page 1 of 3 WAUKESHA COUNTY CITY OF PEWAUKEE STATE OF WISCONSIN RESOLUTION NO. 25-05-11 A RESOLUTION ADOPTING AN OFFICIAL MUNICIPAL LOGO AND BRAND IDENTITY FOR THE CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN WHEREAS, the City of Pewaukee (the “Municipality”) is authorized under Wisconsin law to manage its municipal affairs and promote the general welfare, economic development, and identity of the community; and WHEREAS, the Municipality desires to establish a modern, consistent, and recognizable visual identity to be used in communications, signage, marketing, and official materials; and WHEREAS, the Municipality undertook a branding initiative that included Common Council, city staff, and professional design services; and WHEREAS, the proposed logo and brand elements have been reviewed by municipal staff and the Common Council, and are recommended for adoption; and WHEREAS, adoption of an official logo will promote consistency, professionalism, and recognition of the Municipality in its operations and outreach; NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Pewaukee, Wisconsin, as follows: SECTION 1: Adoption of Official Logo The Municipality hereby adopts the City of Pewaukee and Parks & Recreation logos attached hereto as Exhibit A as the official logos of the City of Pewaukee and Parks & Recreation Department. SECTION 2. Purpose and Use The Official Logo shall serve as the primary visual identity of the Municipality and may be used on, including but not limited to: • Official publications and communications • Municipal websites and digital media • Signage, vehicles, uniforms, and facilities Page 29 of 73 Resolution 25-05-11 New Logo Page 2 of 3 • Marketing, tourism, and economic development materials SECTION 3: Brand Guidelines The City Administrator or other official designated by the Administrator or Common Council is authorized to develop and maintain brand guidelines governing the proper use, reproduction, color standards, and placement of these logos. All municipal departments shall comply with such guidelines. SECTION 4: Transition and Implementation Municipal staff are directed to implement the logos in an orderly and cost-effective manner. Existing materials bearing prior logos may continue to be used until supplies are exhausted or replacement is practical. SECTION 5: Prior Logos and Seal Nothing in this Resolution replaces or modifies the official municipal seal unless expressly provided by ordinance. Any previously used logos are hereby retired as official branding elements upon implementation of this Resolution. SECTION 6: Authorization The City Administrator is authorized to take all actions necessary to implement this Resolution, including reproduction, licensing (if applicable), and distribution of the logos. SECTION 7: Effective Date This Resolution shall take effect immediately upon passage and posting of publication as provided by law. Passed and adopted this 4th day of May, 2025. FOR THE COMMON COUNCIL OF THE CITY OF PEWAUKEE, WAUKESHA COUNTY , WISCONSIN ATTEST: _______________________ Steve Bierce, Mayor ____________________________ Kelly Tarczewski, Clerk/Treasurer Page 30 of 73 Resolution 25-05-11 New Logo Page 3 of 3 Exhibit A City Logo Parks & Recreation Logo Page 31 of 73 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action regarding Proposals to Conduct Groundwater Well Siting Study [Wagner/Mueller] Sub Item Agenda Language: Background Provided By: Jane Mueller/Rob Kincaid Background: Last year, the Water Utility conducted the Water Supply Alternatives Analysis to determine how the City of Pewaukee will provide safe and affordable drinking water to the community, now and into the next 30 to 50 years. The Common Council directed staff to continue to look at two options for the drinking water source: 1) request a Great Lakes Surface Water Diversion. 2) Continue to support the groundwater supply. Staff recently met with two hydrogeologic consultants who conduct well siting throughout Wisconsin to discuss our current and future water supply needs for the community. INTERA Incorporated — Mr. Pat Jurcek, P.G. senior hydrogeologist COLLIER Geophysics - Dr. John Jansen, P.G. Ph.D., principal hydrogeologist Both hydrogeologists have experience siting wells in southeast Wisconsin and Waukesha County. Dr. Jansen has sited wells for the City of Pewaukee in the past as well as a recent well siting for the Village of Pewaukee. The City requested that the consultant identify at least two well sites. The City provided the previous 1995 Regional Reconnaissance Study to use as a basis for their reports. They will update the reports with new data sets that have been compiled since the original study was conducted. Illustrations of the location of major bedrock formations, fracture traces and regional aquifers will be incorporated into the report. INTERA Incorporated Proposal: 1) Data Collection $ 3,580 2) Photo-lineament Analysis $ 5,560 3) Delineation of Potential Contaminant Sources $ 5,975 4) Evaluation of Cambrian Deep Sandstone Potential Well Sites $ 5,530 5) Inventory of Potential Contaminant Sources $ 5,770 6) Report preparations $14,950 Page 32 of 73 Final Project Cost Estimate $41,365 COLLIER Geophysics Phase 1- Updating the 1995 report and maps including gravity data to help determine favorable locations for sandstone aquifer wells. Use available data to identify two well sited to meet City;s immediate needs. $20,000 Phase 2- Evaluate the Feasibility of Developing a Regional Welll Field in the Rock Bedrock Valley. $17,500 Project Cost Estimate $37,500 Should the City wish to continue to pursue the Groundwater study, additional field work will need to be conducted to see if these sites are viable. Additional anticipated reconnaissance costs: *Geophysical exploration-electrical resistivity tomography (ERT), time domain electromagnetic conduction (TEM) and/or seismic refraction tomography (SRT). Determined by the # of samples needed $30,000 - $50,000 *Test boring and test wells-boring and drilling tests conducted of favorable sites to confirm capacity and quality of water available. Determined by the # of well sites $50,000 - $100,00 per site. The Pubilc Works Committee recommended approval of this item. Fiscal Impact: Recommended Motion: Common Council approve the proposal from COLLIERS Geophysical to prepare a Well Siting Study for the City of Pewaukee for a cost not to exceed $37,500. Page 33 of 73 April 20, 2026 To: Rob Kincaid Assistant Utility Manager City Of Pewaukee Water and Sewer Utility Via email : kincaid@pewaukee.wi.us Re: Proposal to site two municipal wells and evaluate the feasibility of developing a regional well field Dear Mr. Kincaid: Thank you for contacting us to discuss siting two new municipal wells for the City of Pewaukee (the City). As we discussed, the City of Pewaukee is interested in developing additional sand and gravel or dolomite aquifer wells within their projected service area, if possible. The City is also interested in siting one or more sandstone aquifer wells to pair with any shallow well developed or to provide the needed capacity if no shallow well sites can be found. The City is also interested in looking at options for a regional water supply and would like to determine if there is the potential for a regional water supply from a bedrock valley aquifer located just west of the City. This proposal outlines an approach to evaluate both of these options and provide the information required to provide two wells within the City for immediate needs and evaluate the viability of developing a new regional source of water that can be incorporated into planning for other long-term water options available for the region. To respond to your request, Collier Consulting (Collier) is pleased to provide you with this proposal to conduct well site exploration activities for the City. Collier will partner with our teaming partner Spheros Environmental (Spheros) to provide data management, data visualization, and technical support for the project. Spheros (formerly LRE) has recently hired a midlevel hydrogeologist in Milwaukee who will be supporting this project. Background Previous exploration studies conducted for the City identified several areas with potential for sand and gravel and dolomite wells, collectively known as the shallow aquifer, as well as developed deep sandstone aquifer wells in the Deep Sandstone Aquifer. I have Box 1137 590 East South Loop Stephenville, TX 76401 Office: (254) 968-8721 Fax: (254) 968-8725 www.collierconsulting.com Page 34 of 73 personally conducted several well siting projects for the City over the last 30 years that have led to the development of several dolomite aquifer wells and paired well installations of sandstone and dolomite wells on the same site or on adjacent sites. A notable study is a regional reconnaissance study of groundwater resources in the City I completed in 1995 for Ted Zoricha and Associates (TZA, 1995). Much of the basic information of the hydrogeology of the area was compiled for that study. There are new data sets that should be incorporated into the maps developed for the 1995 report to improve the understanding of the subsurface and identify the most favorable well sites on the available land. This study proposes to update the information produced by that study to identify the potential to develop additional shallow aquifer wells as well as new methods to select sandstone well locations to avoid subsurface hazards such as PreCambrian mounds that reduce the thickness of the sandstone and reduce the yield of a well or drilling into the Waukesha fault plane that has caused the collapse of two wells in the City. Figure 1 is a recent bedrock elevation map for Waukesha County that illustrates the location of a major bedrock valley, the Rock Bedrock Valley, that trends southwest to northeast across the county within a few miles of the City. The Rock Bedrock Valley has been used as an aquifer for many other municipal water systems in the area including Hartland, Oconomowoc, Jackson and Slinger. It represents a regional aquifer with the capacity to supply millions of gallons per day to a properly designed well field. The map also indicates the presence a smaller bedrock valley that enters the City on its west side and trends to the east in the central part of the City. This tributary valley has been used to support a high capacity municipal well for the Village of Pewaukee and may contain similar permeable units capable of supporting additional high capacity wells within the City boundaries. Figure 2 is a map of fracture traces prepared for the 1995 TZA study. It indicates areas interpreted to have underlying fracture zones in the dolomite bedrock that are potentially capable of supporting high capacity municipal wells. The City produces water from 5 wells in the dolomite aquifer that range in capacity from 30 to 521 gpm. Additional high capacity wells can be developed in the dolomite aquifer within the City if suitable well sites can be identified. Successfully siting a high capacity municipal well in the sand and gravel or dolomite aquifer within the City will require geophysical exploration and test borings on available land in suitable areas within the City. Given the rate of development over the last 20 years, the number of suitable well sites is likely to be limited and efforts to identity and preserve these sites will be important for the current and future water supply needs of the City. In addition to the shallow aquifer, the City also has the option to develop additional wells in the sandstone aquifer. Sandstone wells are more expensive to drill and pump, but they are less susceptible to contamination from surface sources. They are likely to produce water with elevated radium and are often paired with shallow aquifer wells to blend down Page 35 of 73 the radium and increase the volume of water that can be pumped from a single well site. The city produces water from 7 sandstone wells that range in depth from 1,000 to 1,415 feet deep with capacities from 130 to 752 gpm. The sandstone aquifer is known to vary in thickness and there are areas with knobs of impermeable quartzite or granite on the surface the basement rock that protrude into the aquifer and reduce the thickness of the sandstone and reduce the capacity of wells in those locations. The sandstone is also split by the Waukesha Fault and at least on City well was drilled into the fault zone and ultimately collapsed. Siting a successful sandstone well requires selecting a site that is far enough from existing sandstone wells to minimize interference between the wells as well as avoiding mounds on the basement surface or drilling into the Waukesha Fault. Figure 3 shows the distribution of gravity data in Waukesha County from a UWM MS thesis (Brukardt, 1983). The regional gravity data can be used to identify potential mounds on the basement rock surface as well as identify the location of the Waukesha Fault Zone as shown on Figure 4. This can significantly increase the probability of drilling a high yielding sandstone well with a stable borehole. Previous work for the Village of Pewaukee has identified a correlation between the gravity readings and thickness of the sandstone and the specific yield of sandstone wells. Similar analysis will be used to identify favorable sandstone well locations within the City. Page 36 of 73 Figure 1: Bedrock topography of Waukesha County Page 37 of 73 Figure 2 Map of fracture traces in the City of Pewaukee prepared for the 1995 TZA study Page 38 of 73 Figure 3 Gravity data in Waukesha County from Brukardt, 1983. Page 39 of 73 Figure 4: Modeled Elevation of Basement Surface from Gravity Data in Southeastern Wisconsin (Skalbeck 2008) Project Work Plan For the sake of efficiency and clarity, this project has been divided into two distinct tracts. Phase 1 will focus on identifying two well sites for municipal wells to meet your immediate needs. Phase 2 will be a feasibility study to evaluate the potential to develop a regional well field in the Rock Bedrock Valley just west of the City limits. Development of this aquifer will require cooperation between the City and other municipal entities but will provide a source of water with enough capacity to service several municipalities and provide an economy of scale to diffuse the impact of the capital costs and any current or future treatment requirements. This option should be considered as a potential long term source of water and as a alternative or back up to other regional options such as the expansion of Lake Michigan water. Phase 1: Site Two Municipal Wells within the City Limits Phase 1: Task 1 Geologic Reconnaissance Work Plan The work will focus on updating the 1995 Reconnaissance report and maps to identify viable options for well sites in the shallow or deep sandstone aquifer. The preference will be to identify potential shallow aquifer wells that could be paired with sandstone aquifer wells on the same well site. Phase 1 will also use regional gravity data to identify favorable areas for sandstone aquifer wells. The gravity data will be used to determine favorable locations for sandstone aquifer wells to minimize the risk of hitting shallow PreCambrian basement rock that thins the available sandstone and causes reduced well capacity, such as was encountered at Village of Pewaukee Well 5, find areas of the sandstone likely to have greater thickness and higher specific capacity for wells, and map the location of the Waukesha Fault trace to avoid hitting large fracture zones and incompetent rock such as was encountered in City of Pewaukee Well 5. Page 40 of 73 The City will be asked to provide a map of parcels that are available, or potentially available to the City. New well data in the area will be used to update the depth to bedrock map and bedrock elevation map. The Fracture Trace analysis map will be updated around sites identified as being potentially available to the City. The potentially available parcels identified by the City will be overlaid on the maps to identify candidate exploration areas for dolomite or sand and gravel wells. A geophysical exploration program will be designed based on the size, number and site conditions and number of exploration sites. The exploration efforts will depend upon the specific target and site conditions and are expected to consist of some combination of electrical resistivity tomography (ERT), time domain electromagnetic conduction (TEM) and/or seismic refraction tomography (SRT). The scope and cost of the geophysical exploration program cannot be determined until the number of sites and areas to be studied has been identified. Based on similar exploration efforts, the geophysical exploration for shallow wells can be expected to be cost between $30,000 and $50,000. The results will be summarized in a report with updated maps. If the shallow well exploration identifies promising sites, test borings and test wells will be required to confirm the capacity and quality of water available. The report for the shallow well geophysical exploration work will include the location and construction details for test borings to confirm the results and identify locations for test wells and production wells. The number and costs of the test borings cannot be determined until the geophysical work is completed, but based on previous studies in the area it can be expected to cost between $50,000 and $100,000, including drilling and oversite costs depending on the number and depths of the borings. This estimate will be revised as site information becomes available. Task 1 will also include an analysis of existing data to select promising sandstone well locations. The regional gravity data and well logs will be used to produce a map of favorable sandstone well site. Sandstone well locations will be found on or near potential shallow aquifer well sites if possible. If no favorable shallow well sites are identified, the regional data will be used to find the most favorable sandstone well sites on potentially available land that is favorably positioned to existing watermains and infrastructure. An area of particular interest is the southern portion of the City near the border with the City of Waukesha. The conversion of the City of Waukesha from groundwater to surface water has caused an recovery of 100 to 200 feet in water levels in the sandstone aquifer and has made areas in the southern part of the City of Pewaukee much more favorable for sandstone well development. We will use the available data to identify potential sandstone well locations with an emphasis of collocating shallow wells with sandstone wells, if possible. Sites will be chosen to reduce potential interference with existing or potential future sandstone wells and maximize the expected thickness of the sandstone and capacity of the wells. Page 41 of 73 The estimated cost of Phase 1, Task 1 is $20,000 not to exceed, to be billed at our standard rates. The estimated costs of the subsequent geophysical exploration and test drilling have been provided in the text above but are subject to change based on the specific drilling targets, number and depth of borings, and the driller selected. Phase 2: Evaluate the Feasibility of Developing a Regional Well Field in the Rock Bedrock Valley Phase 2 will be a high level feasibility study of the options to develop a regional well field in a Rock Bedrock Valley Aquifer west of the City. Regional geologic maps of the depth to bedrock, bedrock elevation, and regional gravity data will be used to delineate the limits of the Rock bedrock valley (Figure 1) west of the City. Areas of open land or potentially available land will be identified on the map as possible well field areas. Well logs from existing wells will be used to construct geologic cross sections crossing the bedrock valley in locations that appear favorable for well field development. The geologic cross sections will be used to identify areas with permeable sand and gravel deposits that are covered by low permeability confining units. Phase 2, Task 1: High Level Evaluation of the Feasibility of Developing a Regional Well field This task will include a review of available regional geologic reports to map the shape of the Rock Bedrock Valley adjacent to the City. This review will include published geologic maps, a review of the regional gravity data, and the construction of approximately three geologic cross-sections to illustrate the hydrostatigraphy of the aquifer system in the bedrock valley. The cross sections will delineate the layers of permeable sand and gravel aquifer material and the low permeability confining units above and below the aquifer units that separate the aquifer. The confining units will provide isolation between the pumping wells and shallower domestic wells and surface water resources and reduce the risk of contamination from surface sources. The project will start with a meeting with the City and their invited guests to establish the vision for the project and identify the areas to focus on in terms of areas to explore, and discuss potential impacts to shallow aquifers and surface water to evaluate and potential partners to consider. The results will be presented in a concise high level report, that identifies the potential well locations, potential well yield and water quality, parcels of potentially available land that could be suitable for well field development, and a discussion of the advantages and disadvantages of a regional well field. The report will also include a discussion of the steps that would be required to develop the well field. Strategies to acquire and preserve the land would also be discussed, such as locating the well field on existing or future public lands such as parks or sports complexes, or identifying specific well sites within land planned for development to set aside the future well sites and allow development of the site for other uses. Page 42 of 73 It should be noted that Task 2 should be completed soon before more potential sites are lost to development and to allow enough time for discussions with regional partners to evaluate the implications and advantages of the formation of a regional groundwater utility to complement the existing surface water utility in the County. The new groundwater utility could be used to supply areas of Waukesha County where a regional surface water utility may not be possible or practical. The groundwater source can also be used as a backup to serve the surface water service area if there is ever an interruption of the surface water source or changes in economic or political conditions We anticipate there will be a need for on-going technical support to the City if this option is pursued. Collier and Spheros will be available as needed to provide analysis, recommendations, and support in negotiation with other municipalities or regulatory agencies as needed on an ongoing basis at our normal billing rates with the scope of each effort to be defined In a concise scope of work and approved by the city. The estimated cost of Phase 2, Task 1 is $15,000 not to exceed, to be billed at our standard rates. The estimated costs of the subsequent support services will be billed at our standard rates based on scopes of work approved by the City. Closure Collier and Spheros appreciate the opportunity provide this proposal. We are prepared to start working within 2 weeks of notice to proceed and we anticipate requiring approximately 30 days to complete Phase 1 and an additional4 to 6 weeks to complete Phase 2, assuming that both phases are approved. Approved. We will require input from the city as to the availability of land for Phase1 and the areas of potential interest for the regional well field in Phase 2, potential future partners to be considered, and the availability of land, and the preferred water transportation corridors. We trust this information meets your needs and look forward to working with you and the City to locate new municipal well sites and evaluate regional water supply options. If this is acceptable, please sign and return the attached professional services agreement. Please let us know if we can answer any questions or provide more information. Sincerely, John Jansen, P.G., Ph.D. Principal Hydrogeologist Collier Consulting, Inc. john@collierconsulting.com Page 43 of 73 Geophysical Project Cost Estimate Project Name: Proposal Number: Prepared By: Proposal Date: Estimate Type: Completed For: Client Phone Number Via Email Client: Project Location: Project Description: Line Item Estimated Cos t Task 1. City Well Reconnaissance Study 20,000.00$ Task 2.Regional Wellfield Analysis 17,500.00$ Additional Support TBD Total: 37,500.00$ Scope of Work: - - - - - Notice to Proceed Client: Authorized by: Signature: Date: PRICING Comment The detail of the analysis is limited to the detail of available information and any additional data collection authorized by the Village. Field work and additonal support TBD Collier and Spheros propose to conduct a Task 1 well siting study for the City of Pewaukee to site two municipal wells within the City boundaries and evaluate the feasibility of developing a regional well field outside the City limits. The Task 1 study consists of a study to site one to two new municipal wells within the City limits to meet projected water needs. The City wishes to explore the feasible options to drill new wells in the sand and gravel , dolomite, or sandstone aquifers on sites potentially available to the City. Ideally a single site can be identified that can support both a shallow sand and gravel or dolomite well and a deep sandstone aquifer well. Individual well sites will be needed if a single dual aquifer site can not be identified. The City wishes to avoid sandstone aquifer well sites that lie above mounds of PreCambiran rock that will reduce the yield of a sandstone well and also avoid sites above the Waukesha Fault that can result in unstable boreholes in sandstone wells. The Collier team proposes to collect and reinterpret existing geologic reports and geophysical data collected for previous studies, including gravity data collected by the USGS and UWM, to map the Waukesha Fault and identify favorable and available sites for shallow wells and/or deep sandstone wells. The results will be used to up date a geological reconnaissance study prepare for the City in 1995. Colller will compile this data, review it to identify favorable sites for shallow well exploration or siting a deep sandstone well. The cost estimate includes a budget for site visits and meetings with the Village and their engineers to discuss options and a cornice report describing the results with recommendations for subsequent geophysical exploration. Estimated costs to conduct geophysical exploration and test drilling support for shallow aquifer wells and permitting and drilling support for sandstone wells will be provided as project needs are identified. The Task 2 regional well field evaluation project will consist of a review of regional geologic reports and geophysical data to identify potential well field sites and support the City with design and negotiations to evaluate the potential role of a groundwater wells field as part of a long term water supply for the region. The deliverable of the project will be a report describing the methods used and the relevant findings. Collier and Spheros will be available as needed to support negotiations and planning for the development of a regional water utility or wellfield. Key Assumptions and Limitations - (Quote valid for 90 days) kincaid@pewaukee.wi.us (262)691-0804 City of Pewaukee, WI City of Pewaukee Data review to site well City of Pewaukee Well Siting John Jansen 3/20/2026 Time and Materials Cost Estimate Rob Kincaid 3085 City of Pewaukee This notice to proceed authorizes Collier Geophysics, LLC. to complete the scope of work at the estimated cost presented above and must be completed and signed prior to the start and performance of any work. Upon signing, Client agrees to the General Terms and Conditions of Collier Geophysics. (Name and Title) Access provided to the site by the client - cost for permitting is not included Work area needs to be safe and navigable for staff and equipment. Field work cannot be completed during inclement weather; crew and equipment safety will affect where lines are placed Actual field parameters may be altered on-site by the field geophysicist to optimize the investigation 7711 W. 6th Ave., Suite G Lakewood, CO 80214 Office: 720.487.9200 www.colliergeophysics.com SDVOSB Collier Consulting, Inc. Geophysical Project Cost Estimate Page 44 of 73 COLLIER GEOPHYSICS’ (COLLIER) GENERAL TERMS AND CONDITIONS FEE PAYMENT 1) COLLIER will submit invoices to Client monthly foll owing any month of significant activity or at key project milestones, and a final invoice upon completion of services. Invoices will show charges based on current COLLIER Fee Schedules or other agreed-upon basis, and will include a detailed separation of charges and supporting information. 2) Payment is due upon receipt of invoice. On accounts past due by forty -five (45) days, Client will pay a finance charge of 1.5 percent per month dating from the invoice date. 3) In the event Client requires expert -witness testimony, Client will pay COLLIER all past due balances before COLLIER will proceed to prepare for or offer testimony. 4) Client will pay the balance stated on the invoice unless Client notifies COLLIER of the particular item that is alleged to be incorrect within fifteen (15) days from the invoice date. Client will remit the balance of undisputed items in a timely manner while a disputed item is being reviewed. 5) In the event Client fails to pay COLLIER within forty -five (45) days following invoice date, COLLIER may consider that a breach of the consulting agreement and all duties of COLLIER may be suspended or terminated, and work product may be withheld, without liability of any kind to COLLIER. OWNERSHIP OF DOCUMENTS AND CONFIDENTIALITY 1) All reports, field data and notes, laboratory test data, calculations, estimates, and other documents prepared in the course o f consulting service shall remain the property of COLLIER . Client agrees that all reports and other work COLLIER furnished to Cli ent or Client's agents which are not paid for, will be returned upon demand and will not be used for any purpose whatsoever. 2) Documents provided to COLLIER by Client will be returned to Client, upon request, at the completion of work at Client's cost. 3) Reuse of reports or other materials by Client or others, on extensions or modifications of the project or on other sites, w ithout written permission from COLLIER or adaptation by COLLIER for the intended purpose, shall be at the user's sole risk, withou t liability on the part of COLLIER, and Client agrees to indemnify and hold COLLIER harmless from all claims, damages and expenses, including attorney's fees. 4) COLLIER shall maintain Client's project data and reports in strictest confidence, and will release such information to others only upon written permission from Client. DISPUTES 1) Client will pay all collection expe nses or litigation fees, including attorney fees, that COLLIER incurs in collecting any delinquent amount Client owes. 2) If the Client institutes a suit against COLLIER which is dismissed or for which judgment is rendered for COLLIER, Client will pay COLLIER for all costs of defense including attorney fees, expert witness fees and court costs. INSURANCE AND INDEMNIFICATION 1) COLLIER will carry Workers Compensation, General Liability, Automobile Liability, Excess Umbrella-Form Liability and Professional Liability insurance policies in amounts which COLLIER considers adequate. Certificates of insurance will be provided to Client upon request. Within the terms and conditions of the insurance, COLLIER agrees to indemnify Client against loss caused by a ctions of COLLIER, its employees or its subcontractors. COLLIER will not be responsible for liability beyond the limits and condi tions reflected herein and in the Certificate of the Insurance. At Client's request, COLLIER will seek additional insurance c overage or limits for specific projects, and will bill Client for the additional premium cost. COLLIER will require that its field subcontractors are insured to the same levels required of COLLIER by Client. 2) COLLIER's professional liability will be limited to the value of the consulting services performed. 3) COLLIER will not be responsible for any loss or liability related to negligence of Client others employed by Client, or from negligence by any person for whose conduct we are not legally responsible. 4) Neither the Client nor COLLIER , their respective officers, directors, partners, employees, contractors or sub -consultants shall be liable to the other or shall make any claim for any incidental, indirect or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not lim ited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation and any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract and breac h of strict or implied warranty. Both the Client and COLLIER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. CUSTODY OF MATERIALS 1) In the course of work, COLLIER may take custody of and transport soil and/or water samples from Client's site. Upon the completion of evaluation and/or testing of such samples, COLLIER reserves the right to return the samples to Client at Client's expense, and Client agrees to accept such samples and the responsibility for their proper and legal disposal. 2) At no tim e, under any circumstances, will COLLIER personnel represent COLLIER or themselves as generators of waste, hazardous or otherwise, which may have to be removed from or disposed of on a site, and COLLIER personnel will not sign hazardous waste manifests on behalf of Client. SUBCONTACTORS 1) On occasion, COLLIER engages the specialized services of individual consultants or ot her companies to participate in a project. When considered necessary, these firms or other consultants will be used with Clie nt's approval. The cost of such services plus a fifteen (15) percent service charge will be included in our invoice. 2) Alternatively, at Client's request, COLLIER will recommend contractor(s) or specialist(s) for Client to enter into direct contract(s ) with. Invoices for these outside services will be issued to Client for direct payment to the contractor(s). COLLIER review and approval of each invoice will be provided on request. Under either alternative, COLLIER does not guarantee and is not respon sible for the performance of the contractor(s) or the accuracy of their results. CHANGES TO THE APPROVED SCOPE OF WORK Once a scope of work is approved and signed, the Client must submit any changes or modifications to the scope of work to C OLLIER in writ ing. COLLIER agrees to provide a response to change orders in a timely manner. Any changes or modifications to the approved scope of work will be at an additional cost, above and beyond the approved scope of work. The additional cost must be agreed upon an d a written change order approved by COLLIER and the Client prior to the start of any new tasks. STANDBY TIME COLLIER will not co nduct on -site work during inclement weather, extreme temperatures or other atmospheric conditions that jeopardize the health and safety of personnel and/or equipment. In the event that COLLIER incurs standby time due to inclement weather, delays by client and/or other on- site contractors working for the Client, and/or other conditions outside the control of COLLIER, Client agrees to pay 75% of personnel rates, 100% or equipment rates, and 100% of expenses. GEOPHYSICAL & GEOLOGICAL INSTRUMENTATION SERVICES COLLIER is equipped to provide specialized geophysical and geo logical instrumentation services according to project needs. Fees for these equipment services will be based on use charges at standard rates published by COLLIER plus fees for consulting ser vices. Client agrees to be responsible for any equipment stuck downhole and the recovery thereof. RIGHT OF ENTRY Client will furnish right -of-entry on the site for COLLIER to conduct the work. COLLIER will take reasonable precautions to minimize damage t o the land from use of its equipment but has not included in the fee the cost for restoration of damage that may result from site operations. If COLLIER is required to restore the land to its former condition, this will be arranged and the cost plus fifteen (15) percent will be added to our fee. DAMAGE TO SUBSURFACE STRUCTURES Reasonable care will be exercised in locating subsu rface structures in the vicinity of proposed subsurface explorations. This will include contact with the local agency coordinating subsurface utility information (i.e., "Call Before You Dig" service) and a review of plans provided by Client for the project site. COLLIER shall rely upon any information provided by Client or Client's agent or representative. If the locations of underground structures are not known accurately or cannot be confirmed, then there will be a degree of risk to Client associated w ith conducting the work. In the absence of confirmed underground structure locations, Client agrees to accept the risk of damage and possible costs associated with repair and restoration of damage resulting from the work. PETROLEUM PRODUCTS AND HAZARDOUS MATERIALS If, at any time, evidence of the existence or possible existence of hazardous materials is discovered, COLLIER reserves the right to renegotiate any consulting agreement, the fees for our services and our continued involvement in the project. COLLIER will notify Client as soon as possible should unanticipated hazardous materials or suspected hazardous materials be discovered. Client agrees to compensate COLLIER for the cost of any and all measures that, in our professional onsite judgment are ju stified to protect the health and safety of our personnel, Client's employees , the public, and/or the environment. In addition, C lient waives any claims against COLLIER and, to the full extent permitted by law, agrees to indemnify, defend and hold COLLIER harmless from any and all claims, damages and liability, including but not limited to cost of defense, in any way connected with the hazardous materials. Conflicting Terms These general terms and conditions shall govern and control, unless specifically provided to the contrary in any attached proposal or s upplemental agreement. The fact that additional terms or provisions appear in one or the other document shall not, in and of itself, create a conflict. STANDARD OF CARE In accepting our proposal for consulting services, Client acknowledges the inherent risks associated with any geological investigation. In performing professional services, COLLIER will use th e degree of care and skill ordinarily exercised under similar circumstances by members of the pr ofession practicing in the same or similar localities. COLLIER makes no express or implied warranty beyond our commitment to conform to this high standard of professional practice. Page 45 of 73 INTERA Incorporated 101 West Kirkwood Ave., Suite 316 Bloomington, IN 47404 +1 (812) 219 6442 INTERA.com April 10, 2026 Mr. Rob Kincaid Assistant Utility Manager City of Pewaukee Water and Sewer Utility RE: Proposal For Municipal Well Siting Study, City of Pewaukee, Wisconsin Dear Mr. Kincaid, INTERA has prepared this proposal to conduct a municipal well siting study and long-term water supply planning study for the City (the City) of Pewaukee, Wisconsin. As we understand, the City desires to add locate and develop municipal well site(s) with a minimum capacity of 500 gallons per minute (gpm) in either the shallow unconsolidated sand and gravel, fractured Silurian Niagaran Dolomite or Cambrian Deep Sandstone aquifers. The City desires that the proposed study be used for short or near-term planning to identify and develop high-capacity municipal well sites prior to land use restraints due to rapid residential and commercial development in the greater Pewaukee area. In addition, the proposed study will also be used for long-term water supply planning to help the City determine if obtaining water supply from Lake Michigan is the best option for future water supply. Background Information The City operates twelve municipal wells that are co nstructed in the unconsolidated sand and gravel, Silurian Niagaran and Cambrian deep sandstone aquifers (Figure 1). Two of the City’s deep sandstone wells have had issues with collapsed formation which may be related to the Waukesha Fault and high radionuclide concentrations are also present in some of the sandstone wells. Elevated PFAS and chloride concentrations are also present in some of the City’s shallow wells. In addition, the City has been experiencing rapid residential and commercial development which can make it challenging to locate and develop high capacity shallow sand and gravel wells. In 1995, a Task 1 geologic reconnaissance study (TZA , 1995), was conducted in the Pewaukee area to identify potential high capacity sand and gravel and fractured dolomite well exploration areas. Potential sand and gravel well exploration areas were focused on land parcels that overlapped a buried, bedrock valley system, whereas fractured dolomite well exploration areas were selected based on the results of an aerial photo-lineament/fracture trace analysis. Many of the delineated exploration areas are likely no longer available due to unfavorable land use or close proximity to potential contaminant sources. Therefore, INTERA recommends that an updated Task 1 well siting study be conducted incorporating new data sources (i.e. well construction reports, regional hydrogeologic studies, LIDAR data) to identify potential high capacity well sites. The recommended study area will cover the City of Pewaukee boundary and adjacent areas (approximately 2-3 miles beyond City boundary). Based on our extensive high-capacity well siting experience, the objectives of our proposed Task 1 study will be: Page 46 of 73 Mr. Rob Kincaid April 10, 2026 Page 2  Further delineation of the regional scale pre-glacial buried bedrock valley and tributary system in Pewaukee and surrounding areas. The results of this analysis will be used to delineate potential high-capacity sand and gravel test well locations with specific recommendations designed to further assess aquifer capacity and water quality.  Conduct an updated photo-lineament analysis utilizing historical and current aerial photographs to identify potential areas associated with bedrock fracture zone(s) and faults in the Silurian Niagaran dolomite bedrock aquifer. The results of this analysis will be used to delineate potential high capacity fractured dolomite test well locations with specific recommendations designed to further assess aquifer capacity and water quality.  Conduct a detailed analysis of the Precambrian surface utilizing regional studies (Skalbeck, J.D., and Others, 2006 and 2014) which utilized aeromagnetic, gravity and well log data to identify areas with where overlying deep sandstone aquifer has: 1) good potential for favorable water capacity production and aquifer water quality; and sufficiently offset from the Waukesha Fault to avoid issues with collapsed sandstone formation.  Identify known and potential environmental contaminant sources to help safeguard the potable water supply and to meet all Wisconsin Department of Natural Resources well setback criteria. INTERA’s proposed hydrogeological assessment will be led by Mr. Pat Jurcek, P.G., senior hydrogeologist who has over 34 years of experience conducting numerous municipal and industrial high capacity well siting studies throughout Wisconsin and North America (including the previous 1995 well siting study) . Mr. Jurcek is also familiar with the Wisconsin Department of Natural Resources (WDNR) requirements and regulations for developing municipal potable high capacity sand and gravel wells. A copy of Mr. Jurc ek’s resume is included in the INTERA Midwest Water Supply SOQ (submitted with this proposal). Mr. Jurcek will also utilize other staff and resources at INTERA to complete the proposed study in a timely and efficient manner. Proposed Task 1 Hydrogeological Assessment Study Methodology A summary of the proposed scope of work and cost estimate is provided below.  Delineation of buried, bedrock valley system: In addition to utilizing previous exploration studies results, INTERA will obtain the GIS files associated with the Wisconsin Geologic and Natural History Survey (WGNHS) southeastern Wisconsin bedrock topography map (Evans, T.J., and Others, 2004). Selected domestic and high capacity well construction reports would be then used to further refine the above initial bedrock valley trend and to evaluate potential areas for the presence of permeable sand and gravel deposits capable of sustaining high capacity well(s). Starting with a regional bedrock topography map (to incorporate bedrock valley and tributary trends beyond City limits) and then adding updated subsurface data has been utilized by INTERA to produce a higher resolution map of the bedrock topographic surface in other well siting studies conducted in southeastern Wisconsin (see Figure 2).  Photo-lineament analysis: INTERA will obtain historical and current aerial photographs of the Pewaukee area along with Light Detection and Ranging (LIDAR) maps to identify potential subsurface bedrock fracture and Page 47 of 73 Mr. Rob Kincaid April 10, 2026 Page 3 fault zones. Subsurface bedrock fracture zones and associated weathering features often result in surface topographic depressions and concentrated water seepage features which can be delineated. Initially, INTERA will utilize the previous photo -lineament analysis results and utilize the higher resolution aerial photographs and LIDAR maps to provide an updated assessment of potential bedrock fracture zone areas.  Evaluation of Cambrian Deep Sandstone Potential Well Sites: In addition to further delineating the trend of the Waukesha Fault in the study area, INTERA will utilize regional studies (Skalbeck, J.D., and others, 2006 and 2014) which utilized aerial aeromagnetic and gravity data to infer the underlying Precambrian granite surface. From experience deep sandstone well yields and water quality (i.e. high radionuclide, TDS and chloride concentrations) often correlates with the presence of ridges and depressions on the underlying Precambrian surface. Data from the above studies will be used to generate a detailed map of the inferred Precambrian surface in the study area which will also include sandstone well log data and water quality to identify potential deep sandstone wells that are sufficiently offset from the Waukesha Fault, and Precambrian ridges and depressions. Figure 3 summarizes the inferred Precambrian surface in southeastern Wisconsin (Skalbeck J.D., and Others, 2006 and 2014) which illustrates the trend of the Waukesha Fault and the highly variable Precambrian surface.  Inventory of Potential Contaminant Sources: Initially, INTERA will review the 2025 potential contaminant source inventory conducted by Strand Associates for the City. State and federal databases will be accessed to obtain updated information on known environmental contaminant sources in the study area. The objective will be to locate all known potential contaminant sources within the study area to minimize the potential of groundwater contamination and to determine all WDNR contam inant well setback distances at potential designated well site(s). Maps and data compiled from above will be summarized in a brief technical report that will also provide a map with recommended specific, designated areas that the City can utilize to try and obtain exploration easements to develop high capacity well site(s). After potential well exploration site(s) have been secured, a program can be designed to proceed with site specific testing to further evaluate aquifer water production capacity and water quality. Page 48 of 73 Mr. Rob Kincaid April 10, 2026 Page 4 Project Cost Estimate The proposed scope of work will be conducted as lump sum with the costs listed for phase of the proposed project. Project Cost Estimate, Municipal Well Siting Study, City of Pewaukee, Wisconsin Project Phase Cost 1. Data Collection $3,580 2. Photo-lineament Analysis $5,560 3. Delineation of buried, bedrock valley system $5,975 4. Evaluation of Cambrian Deep Sandstone Potential Well Sites $5,530 5. Inventory of Potential Contaminant Sources $5,770 6. Report Preparation $14,950 Final Project Cost Estimate $41,365 INTERA appreciates the opportunity to submit this proposal to conduct this very important water supply study for the City of Pewaukee, Wisconsin. Please contact INTERA if you have any questions or need additional information, Sincerely, INTERA Incorporated Patrick J. Jurcek, P.G. Senior Hydrogeologist Page 49 of 73 Mr. Rob Kincaid April 10, 2026 Page 5 Figure 1: Municipal Well Location Map, City of Pewaukee, Wisconsin Page 50 of 73 Mr. Rob Kincaid April 10, 2026 Page 6 Figure 2: Regional Bedrock Surface Topography (right) and Detailed Bedrock Surface Topography (left), Big Bend, Wisconsin Page 51 of 73 Mr. Rob Kincaid April 10, 2026 Page 7 Figure 3: Comparison of Precambrian Basement Topography, SE Wisconsin based on 2-3 and 4-D profile models and well logs (A) and Based on 3-D model and Well log Data (B) Page 52 of 73 Mr. Rob Kincaid April 10, 2026 Page 8 REFERENCES Evans T.J., Massie-Ferch, K.,M., and Peters, R., M., 2004: Preliminary Bedrock Topography Map of Walworth, Racine, Kenosha, Milwaukee, Waukesha, Ozaukee and Washington Counties, Wisconsin Geological and Natural History Survey (WGNHS) Open-File Report 2004-19 Skalbeck, J.D., Couch, J.N., Helgesen, R.S., and Swosinski, D.S., 2006: Coupled Modeling of Gravity and Aeromagnetic Data to Estimate Subsurface Basement Topography in Southeastern Wisconsin, Geoscience Wisconsin, Volume 17, WGNHS, pp 53-64 Skalbeck, J.D., Koski, A.J., and Peterson, M., T., 2014: Estimation of Precambrian Basement Topography in Central and Southeastern Wisconsin from 3-D Modeling of Gravity and Aeromagnetic Data, Journal of Applied Geophysics No. 106, Elsevier, p 187-195 Ted Zorich and Associates (TZA), 1995: Report on Task 1.0 Geologic Reconnaissance Investigation for Municipal Well Siting Study, report submitted to Sanitary District No.3, Town of Pewaukee, Wisconsin Page 53 of 73 City of Pewaukee - New Agenda Item Agenda Language: Discussion regarding an Excerpt-AWWA Beyond the Replacement Era: Balancing Compounding Infrastructure Needs With Household Affordability [Wagner/Mueller] Sub Item Agenda Language: Background Provided By: Jane Mueller Background: This is an excerpt of a report gathered from AWWA. This recognizes the struggle that Utilities across the country are struggling with aging infrastructure, regulatory compliance and affordablility. If you would like a copy of the full report you can contact me. Fiscal Impact: Recommended Motion: No action required. This is for informational purposes only. Page 54 of 73 Page 55 of 73 Page 56 of 73 Page 57 of 73 Page 58 of 73 Page 59 of 73 Page 60 of 73 City of Pewaukee - New Agenda Item Agenda Language: Discussion and Possible Action Regarding Cedar Gables Development [Wagner] 1. Approve the Phase 2 Stockpiling Agreement Amendment 1 and Establish an Additional Financial Guarantee of $52,030.00. 2. Approve the Third Reduction of Letter of Credit from $1,224,961.05 to $394,828.46 (A Reduction of $830,132.60). Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Cedar Gables is requesting to allow grading on Phase 2 of the development. They currently have a stockpile agreement for up to 60,000 CY of fill. They have secured additional fill for the site and would like to grade the site while they receive additional fill for the site. The proposed amendment will allow the grading and filling of the site to final grades for the Phase 2 development. Due to the additional grading on the site, an additional financial guarantee will be required. The additional guarantee is recommended to be $52,030. Currently, Phase 2 has a bond and letter of credit for a value of $146,409.30. Adding the additional guarantee will increase the value to $198,439.30. Staff is recommending approval of the amendment and guarantee value contingent on City Attorney approval. The Cedar Gables Developer is requesting a letter of credit reduction for the Phase 1 sanitary sewer and water main installed. Currently, the Phase 1 development has a letter of credit value of $1,224,961.05 and a bond value of $368,092.00 for a total financial guarantee of $1,593,053.05. The requested reduction of $830,132.60 will leave a total value of $762,920.46. This is adequate to finish the development so Staff is recommending the reduction. Fiscal Impact: Recommended Motion: Council approve the Amendment to the Stockpile Agreement and establish the financial guarantee at $52,030 contingent upon City Attorney and City Engineer approval. Page 61 of 73 Council approve the Third Reduction of Letter of Credit from $1,224,961.05 to $394,828.46 (A Reduction of $830,132.60). Page 62 of 73 From: Mark Cecchini To: Wagner, Magdelene Cc: bob rappropertiesllc.com Subject: Cedar Gables - Phase I utilities -LOC reduction 4-27-2026 Date: Monday, April 27, 2026 2:39:05 PM Attachments: Cedar Gables LOC Reduction - 4-27-26.pdf 26046-002 Apr2026.pdf Hi Maggie, Please see attached Letter of Credit reduction request – this is basically just for Edgerton’s Utility work as completed to the end of this month on Phase I for $922,369.55. Note: I had requested Edgerton to send their requests early so we could get it into your office in time for the Common Council. P.S. Note: On their request – they have Phase II Utilities in the total contract – and they have removed the Offsite work that was previously completed - so this is just for the Phase I Utilities to date. Thank you, Mark T. Cecchini Cedar Gables, LLC 13965 W Burleigh Rd, Suite 101 Brookfield, WI 53005 Cell / Text: (262) 498-1542 mark@rappropertiesllc.com Page 63 of 73 CEDAR GABLES LLC 13965 W. Burleigh Rd, Suite 101 Brookfield, WI 53005 (262) 505-6650 City of Pewaukee DATE: 4/27/2026 W240N3065 Pewaukee Road RE: Cedar Cables, LLC – LOC Pewaukee, WI 53072 Dated December 23, 2024 Attn: Magdelene Wagner • Original Letter of Credit – Phase I : 12/23/2024 : $ 1,822,905.55 • City Reduction of Letter of Credit – Completed Offsite Sanitary : 1/20/2026 : ($ 229,852.50) • Balance of 12/23/2024 LOC remaining : $ 1,593,05 3.05 • City requested additional Bonding items for approvals and commencement of Phase 1 Utilities and Building permits: o Edgerton 1/27/2026 quote:  Watermain loop connection : $ 90,000.00  Cul-de sac in lieu of “t” intersection : ( $ 24,450.00)  Completion of Phase II pond : $ 119,463.00 TOTAL ADD : $ 185,013.00 • 1 0% RETIANER ADD : $ 18,501.30 CURRENT LOC/BOND AMOUNT : $ 1,796,567 .35 • Requested partial reduction : City of Pewaukee / Cedar Gables Letter of Credit: o Edgerton Contractors – Phase 1 Utility work completed to date:  AIA DOC G703 : 26046-002 : 04/30/2026 : $ 922,369.55 o LESS 10% CITY RETAINAGE : ($ 92,236.95) TOTAL LETTER OF CREDIT REDUCTION REQUEST: $ 830,132.60 REMAINING CITY LOC/BOND AMOUNT 5/04/2026: $ 966,434.75 Page 64 of 73 Page 65 of 73 Page 66 of 73 April 27, 2026 Sent via email to bob@RAPPropertiesLLC.com Robert A. Patch, Member RAP Properties, LLC 13965 W Burleigh Rd, Suite 101 Brookfield, WI 53005 (262) 505-6650 RE: SUBJECT: Bond Letter for Phase 2 PROJECT NAME: Cedar Gables Condominiums Edgerton Project No.: 26046 Dear Mr. Patch, Edgerton Contractors has provided the following attached sequence drawing for phase 2 fill operations at the Cedar Gables project. We have previously provided cost to complete the North pond. Below is a summary of additional costs to develop a diversion berm on the east end of the property per the P2 North Parcel Sequencing plan. Phase 2 • Creation of East Property Diversion Ditch o Place cut & fills to establish ditch, respread topsoil, seeding and matting o $21,800 • Seed & Fertilize Site o 54,475 SY o $25,500.00 • This excludes the pond area Thank you, Eric Bertram General Manager Page 67 of 73 FIRST AMENDMENT TO STOCKPILING OF FILL MATERIAL AGREEMENT – PHASE 2 THIS FIRST AMENDMENT TO STOCKPILING OF FILL MATERIAL AGREEMENT (“Amendment”) is made as of May 4, 2026, by CEDAR GABLES LLC, a Wisconsin limited liability company (“DEVELOPER”), and the CITY OF PEWAUKEE in the County of Waukesha and the State of Wisconsin (the “CITY”). This Amendment amends the Stockpiling of Fill Material Agreement dated as of December 3, 202 45, between the CITY and DEVELOPER (the “Stockpiling Agreement”) for the real property known as Cedar Gables Condominium located at N18W22670 Watertown Road. Capitalized terms and phrases not otherwise defined in this Amendment have the meanings given to them in the Stockpiling Agreement. WITNESSETH: WHEREAS, the Developer has requested the City authorize and permit grad inge the existing stockpile and additional fill material to brought to the Property; and WHEREAS, the City recognizes that timing is a factor to be considered and is willing to allow Developer, at its risk, to perform grading as requested upon the condition, however, that the Developer agrees to those certain the terms and conditions as more fully hereinafter set forth, and WHEREAS, the Developer did not include the Phase 2 grading in the Developer’s Agreement or Letter of Credit for Phase 1 or the Stockpiling of Fill Material or financial guarantee for Phase 2, and WHEREAS, the City has reviewed the Developer’s Phase 2 Filling, Grading, and Sequence of Construction Operation plan (Exhibit B). NOW THEREFORE, the Stockpiling Agreement is amended as follows: 1. Section I of the Stockpiling Agreement is amended to add Item 2 as follows: 2. To permit the Developer to perform all rough grading work on the Property, including but not limited to, the installation of silt fencing and other erosion control measures, general grading of the site and construction of storm water management ponds (collectively the “Grading”), upon the terms and conditions set forth below as follows and as perin compliance with Exhibit B. 2. Section II of the Stockpiling Agreement is amended as follows (the deletion is stricken and the additions is double-underlined): 1. All Grading and Stockpiling shall be done at the Developer’s risk. Page 68 of 73 Grading and Stockpiling of Fill Material Agreement Page 2 2. All Grading and Stockpiling shall comply with the attached site grading, drainage and soil erosion plan (Exhibit B) and related specifications as approved by the City Engineer. All plans for such Stockpiling have been or will be prepared on behalf of the Developer by a professional engineer licensed by the State of Wisconsin. 3. The City shall be reimbursed by the Developer for all costs incurred by the City in relation to the Grading and Stockpiling. These costs shall include, but not be limited to, plan review, inspection and related overhead costs. Said reimbursement shall be guaranteed by the Developer as set forth and required in Paragraph 9 below. 5. The Grading and Stockpiling shall be performed with proper control of soil erosion and with minimum siltation of existing drainage facilities. Any damage to the existing drainage facilities, including siltation removal, shall be immediately repaired by the Developer. As appropriate, by virtue of delay in the development process, vegetative cover shall be re -established by the Developer and/or effective erosion control measures shall be installed and continually maintained by the Developer where vegetation has been removed, covered or destroyed. 6. In the event installation of improvements and/or buildings on the lots does not begin as of 9/ 15/2025 06/01/2026, for any reason whatsoever, all of the graded or disturbed area shall have vegetative cover re- established by the Developer to an extent as to be determined by the City. In the event vegetative c over is not established by 10/1/2025 10/01/2026 the City shall arrange for such work to be done, which shall be paid by the Developer. 9. To assure compliance with the conditions set forth in this agreement, including, but not limited to, the establishment of positive soil erosion control measures, performance hereunder shall be guaranteed with a bank Letter of Credit or Bond by the Developer with the City in the amount of $ 15,000.00 52,030.00 which shall be submitted prior to the commencement of any activity on the Property by the Developer with respect to the Grading and Stockpiling. In the event Developer does not comply with or fully perform this agreement, the City is authorized to stabilize the site or to take other action to correct the Developer’s violations hereof by using the Bank Letter of Credit or Bond for such purposes. Upon completion of the performance of this agreement, the deposit, or remaining balance of the deposit, if any, shall be returned to the Developer. In the event said Bank Letter of credit or Bond is insufficient in amount to pay all costs related to performance of and compliance with this agreement, the Developer shall remit payment of all owed amounts to the City within ten (10) days of receipt of the City’s invoice to the Developer. 3. In the event of any conflict between the provisions of this Amendment and the provisions of the Stockpiling Agreement , the terms and provisions of this Amendment control. Except as expressly provided in this Amendment, the terms , covenants and provisions of the Stockpiling Agreement remain unmodified and in full force and effec t. This Amendment may be executed in multiple counterparts, with all such counterparts together constituting a complete instrument. Delivery of an executed counterpart of a signature page to this Amendment by telecopy, Page 69 of 73 Grading and Stockpiling of Fill Material Agreement Page 3 facsimile or other electronic means shall be effective as delivery of a manually executed counterpart of this Amendment. Each person signing below represents and warrants that he or she has the power and authority to execute this Amendment. Page 70 of 73 Grading and Stockpiling of Fill Material Agreement Page 4 CEDAR GABLES LLC., by Mark T. Cecchini, Authorized Agent STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of _____________, 20__, the above -named Mark T. Cecchini , as Authorized Agent of CEDAR GABLES LLC., to me known to be the persons who executed the foregoing instrument and who acknowledged the same. Notary Public, State of Wisconsin. My Commission expires: CITY OF PEWAUKEE WAUKESHA COUNTY, WISCONSIN Steve Bierce, Mayor Kelly Tarczewski, Municipal Clerk STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of _____________, 20___, the above named Steve Bierce, Mayor, and Kelly Tarczewski, Municipal Clerk/Treasurer , of the above named municipal corporation, to me known to be the persons who executed the foregoing instrument and to me known to be such individual and Municipal Clerk/Treasurer of said municipal corporation and acknowledged that they executed the foregoing instrument as such officers as the deed of said municipal corporation by its authority and pursuant to the authorization by the Governing Body of the City of Pewaukee from their meeting on the 4 th day of May, 2026. Notary Public, State of Wisconsin. My Commission expires: Page 71 of 73 5.338 54.128 54.628 54.728 ELIP LIOSPOT .detibihorp si .cnI ,srotcartnoC notregdE yb ytirohtua ro tnesnoc nettirw desserpxe tuohtiw sgniward eseht fo ,elohw ni ro trap ni ,noitaretla ro ypoc ,esU .wal thgirypoc .S.U yb detcetorp era sngised dna sgniwarD - 6202 THGIRYPOC daoR nayR .W 545 45135 IW ,keerC kaO 3444.467.414 su.notregde.www 338438 828 338 438 928 728 238 238728 438 638 338 438 638 438 638738 638 638 338 928 338 438 438 438 638 438 638 438 638 738638 638 638 638 838738 838 238638 738838 038 538 538 538 538 538 538 538538 038538 538 038 538 538 538 538 538 538 3 FO 2 SELBAG RADEC BB AA IW ,EEKUAWEP 08 GNICNEUQES 2 ESAHP 0 ELACS E AERA ).CA 3.3( YS 057,51 YC 573,4 :PIRTS LIOSPOT YC 001,82 :LLIF D AERA ).CA 3.2( YS 009,01 YC 072,3 :PIRTS LIOSPOT YC 004,71 :LLIF C AERA ).CA 4.2( YS 677,11 YC 072,3 :PIRTS LIOSPOT YC 003,81 :LLIF B AERA ).CA 8.0( YS 029,3 YC 090,1 :PIRTS LIOSPOT YC 006,2 :LLIF A AERA ).CA 3.3( YS 250,61 YC 054,4 :PIRTS LIOSPOT YC 050,52 :LLIF 62 GDLB 00.738 :EFF 02 GDLB 00.938 :EFF 91 GDLB 00.938 :EFF61 GDLB 00.738 :EFF 22 GDLB 00.738 :EFF 42 GDLB 05.638 :EFF 21 GDLB 00.638 :EFF 11 GDLB 00.638 :EFF 71 GDLB 00.838 :EFF 81 GDLB 00.938 :EFF 32 GDLB 05.638 :EFF 51 GDLB 00.738 :EFF 52 GDLB 00.738 :EFF 41 GDLB00.738 :EFF 12 GDLB 00.838 :EFF 31 GDLB 00.638 :EFF DNOP ).CA 9.1( YS 020,9 YC 005,2 :PIRTS LIOSPOT YC 052,7 :TUC YC 005,9 :LLIF YC 052,4 :RENIL YALC ELAWS54.138 :LE 00.63800.638 33.638 33.638 33.638 33.638 33.638 33.638 00.638 00.638 00.638 00.638 38.538 38.538 05.53805.538 00.538 00.538 33.538 33.538 33.538 33.538 00.538 00.538 00.538 00.538 33.53833.53833.638 33.638 00.63800.638 00.63800.63800.63800.638 33.638 33.638 33.638 33.638 00.738 00.738 33.73833.738 00.83800.83800.83800.838 33.838 33.838 33.838 33.838 33.838 33.838 00.838 00.838 33.738 33.738 00.738 00.738 00.638 00.638 33.638 33.638 38.53838.538 05.538 05.538 ELAWS ELAWS ELAWSELAWS ELAWS ELAWS ELAWS PH 473.438 :LE PH373.438 :LE PL 716.238 :LEPL016.238 :LE PH233.538 :LE PH 055.538 :LE PL 414.438 :LEPH426.538 :LE ENOTS FO POT @ DAOR ENOTS FO POT @ DAOR 72 GDLB 00.738 :EFF VLZVLZ62/72/476042 :YB NWARD :YB DEKCEHC :ETAD:# TCEJORP DNOP HTRON54.128 :LE MTB 'B' PART TNEMIDES 52.438 :LE YAWLLIPS 52.138 :MTB 'C' PART TNEMIDES 52.338 :LE YAWLLIPS 52.038 :MTB CEDAR GABLES PHASE 2 SEQUENCEING Sequence of Construction Operations: 1) Clear Trees for Silt Fence 2) Reinstall Silt Fence 3) Strip & Stockpile Pond Topsoil 4) Dewatering, Excavation, and Clay Liner installation of Pond, respread topsoil, seed & restore 5) Strip Topsoil and stockpile, excavation and topsoil respread of Area B diversion ditch, seed & restore ditch line 6) Strip topsoil and stockpile in Area A 7) Place previously approved stockpile material in Area A 8) Stabilize & Fill Area A 9) Strip Topsoil Area D, respread topsoil in Area A, stockpile remaining material 10) Stabilize & Fill Area D 11) Strip Topsoil Area E, respread topsoil in Area D, stockpile remaining material 12) Stabilize & Fill Area E 13) Strip Topsoil Area C, respread topsoil in Area E, stockpile remaining material 14) Stabilize & Fill Area C 15) Topsoil respread Area C from Stockpile, export remaining (if any) Proposed Start May 2026 Proposed Restoration September 2026 *Exact Locations of each area are approximate TOPSOIL STOCKPILE STEPS 5 to 13 A AERA ).CA 3.3( YS 250,61 YC 054,4 :PIRTS LIOSPOT YC 050,52 :LLIF 638 438 52 GDLB 00.738 :EFF33.638 33.638 00.638 00.638 ELA LEGEND Indicates Flow Pattern as built 00.638 Elevation at corners to ensure drainage Page 72 of 73 DNUORG LANIGIRO DNUORG LANIGIRO .detibihorp si .cnI ,srotcartnoC notregdE yb ytirohtua ro tnesnoc nettirw desserpxe tuohtiw sgniward eseht fo ,elohw ni ro trap ni ,noitaretla ro ypoc ,esU .wal thgirypoc .S.U yb detcetorp era sngised dna sgniwarD - 6202 THGIRYPOC daoR nayR .W 545 45135 IW ,keerC kaO 3444.467.414 su.notregde.www 1:4 1:5.3 %0.0 1:4 1:5.4 1:5.4 %52.0- 'B-B' NOITCES 'A-A' NOITCES 3 FO 3 SELBAG RADEC IW ,EEKUAWEP 010 ELACS VLZVLZ62/72/476042 :YB NWARD :YB DEKCEHC :ETAD:# TCEJORP 25 67 038 838 638 438 238 828 48 08 27 86 46 06 65 84 44 04 63 23 82 42 02 61 21 8 4 0 038 838 638 438 238 828 48 08 67 27 86 46 06 65 25 84 44 04 63 23 82 42 02 61 21 8 4 0 Page 73 of 73