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VILLAGE BOARD AGENDA (REGULAR) – JULY 7TH 2026 - Page 1 of 2 Village of Hobart – www.hobartwi.gov Village Office - 2990 South Pine Tree Road, Hobart, WI Notice is hereby given according to State Statutes that the VILLAGE BOARD of the Village of Hobart will meet on Tuesday July 7th 2026, at 6:00 P.M. at the Village Office (2990 South Pine Tree Road). NOTICE OF POSTING: Posted July 2nd 2026, at the Hobart Village Office and on the village website. MEETING NOTICE – VILLAGE BOARD (Regular) Date/Time: Tuesday July 7th 2026 (6:00 P.M.) Location: Hobart Village Office (2990 South Pine Tree Road) Village Board of Trustees: Richard Heidel (President), David Dillenburg, Vanya Koepke, Tammy Zittlow, Melissa Tanke ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call. 2. Certification of the open meeting law agenda requirements and approval of the agenda 3. Pledge of Allegiance 4. PUBLIC HEARINGS A. PUBLIC HEARING – To consider Ordinance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) (Page 3) B. DISCUSSION AND ACTION - Or dinance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) (Page 6) The purpose of this Ordinance is to create a one (1) year moratorium on the development of a Data Center in the Village of Hobart, allowing time for the Village to draft and approve an Ordinance to regulate any such development through the Village’s Zoning Code. 5. CONSENT AGENDA (These items may be approved on a si ngle motion and vote due to their routine nature or previous discussion. Please indicate to the Board President if you would prefer separate discussion and action.) A. Payment of Invoices (Page 9); B. VILLAGE BOARD: Minutes of June 16 th 2026 (Regular) (Page 13); C. SITE REVIEW COMMITTEE: Minutes of April 1 st 2026 (Page 16) and May 28 th 2026 (Page 18); D. PUBLIC WORKS AND UTILITIES ADVISORY COMMITTEE: Minutes of June 4th 2026 (Page 20) 6. ITEMS REMOVED FROM CONSENT AGENDA 7. CITIZENS’ COMMENTS/RESOLUTIONS/PRESENTATIONS (Please limit comments to no more than 3 minutes) 8. VILLAGE ADMINISTRATOR’S REPORT/COMMUNICATIONS A. INFORMATIONAL - 2025 Consumer Confidence Reports (Page 21) The Village of Hobart Water Utility provides public water to f our distinct service areas: Service Area 1 (northern area of Hobart north of Highway 54), Service Area 2 (between Adam Drive and Highway 54), Service Area 3 (south of Adam Drive to Scheuring Road), and Service Area 4 (Hemlock Subdivision Area). All four service areas receive their water supply sourced from Lake Michigan through the Green Bay Water Utility, Ashwaubenon Waterworks, and Lawrence Waterworks. 9. COMMITTEE REPORTS AND ACTIONS A. INFORMATIONAL - Site plan modification to the pr eviously conditionally approved development and signage (5076 Founders Terrace, HB-523-2) (Site Review Committee) (Page 37) VILLAGE BOARD AGENDA (REGULAR) – JULY 7TH 2026 - Page 2 of 2 The property owner of parcel HB-523-2, located at 5076 Foun ders Terrace, is proposing some modifications to the previously conditionally approved site plans along with the signage package for their new development. This request is for the proposed modifications that affect the overall site. B. DISCUSSION AND ACTION – Petition to Lower Speed Limit on Cyrus Drive (Public Works and Utilities Advisory Committee) (Page 39) The petition is asking the Village to lower the speed limit on a portion of Cyrus Drive from 45 to 25 MPH. The Public Works and Utilities Advisory Committee met on July 2 nd to review the request and make a recommendation. If the Board agrees with a change, an ordinance will be placed on the July 21st meeting agenda for final action. C. DISCUSSION AND ACTION – Public Works Work W eek Scheduling (Public Wor ks and Utilities Advisory Committee) (Page 50) Several public works crew members have shown interest in a 4 day, 10 hours per day work schedule; a few have expressed some reservations to this type of schedule. D. DISCUSSION AND ACTION – Snow Plow Replacement Options (Public Works and Utilities Advisory Committee) (Page 53) A Request for Proposals (RFP) for a new 2027 Truck Chassis and Plow Pack age was prepared to replace the 2010 International plow truck currently in service. Staff is re commending the following: 2027 International Model HU607 single axle chassis for $121,715.00 (Packer City Trucks) and the Monroe patrol truck equipment package to include 11’ front blade, 9’ wing, dual material discharge with pre-wet system for $170,662.00 (Monroe Truck Equipment). 10. OLD BUSINESS 11. NEW BUSINESS A. DISCUSSION - Items for future agenda consideration or Committee assignment B. ADJOURN to CLOSED SESSION: 1. Under Wisconsin State Statute 19.85 (1) (e): Deliberating or negotiating t he purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session. RE: Hobart-Lawrence Police Department Contractual Services 2. Under Wisconsin State Statute 19.85 (1) (g): Conferring with legal coun sel 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. RE: Tribal Affairs; Potential Litigation C. CONVENE into open session. D. ACTION from closed session. 12. ADJOURN ____________________________ Aaron Kramer, Village Administrator UPCOMING BOARD MEETINGS Tuesday July 21st 2026 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) Tuesday August 4th 2026 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) Tuesday August 18th 2026 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) NOTE: Page numbers refer to the meeting packet. A ll agendas and minutes of Village meetings are online: www.hobartwi.gov. Any person wishing to attend, who, because of their disability, requires special accommodation, should contact the Village Clerk’s office at 920-869-1011 with as much advanced notice as possible. Notice is hereby given that action by the Board may be considered and taken on any of t he items described or listed in this agenda. There may be Board members attending this meeting by telephone if necessary. VILLAGE OF HOBART - NOTICE OF PUBLIC HEARING JULY 7TH 2026 (6:00 PM) 2990 South Pine Tree Road, Hobart WI 54155 The Hobart Village Board will hold the follo wing Public Hearing on Tuesday July 7 th 2026 at 6:00 p.m. at the Village Office (2990 South Pine Tree Road, Hobart WI 54155) for the purpose of gathering input on the following: ORDINANCE 2026-07 (AN O RDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT) - The purpose of this Ordinance is to create a one (1) year moratorium on the development of a Data Center in the Village of Hobart, allowing time for the Village to draft and approve an Ordinanc e to regulate any such development through the Village’s Zoning Code. The materials for the hearing will be available on the Village website at www.hobartwi.gov/village-board and at the Village office for public in spection starting June 17th 2026 during r egular office hours. Office hours are Monday through Thursday from 7:30 a.m. to 4:00 p.m. and Friday from 7: 30 a.m. to 11:00 a. m. The Village Board will take comments from t he public and act on the proposed item at the board meet ing immediately following the public hearing. Lisa Vanden Heuvel, Hobart Village Clerk Published June 26 th 2026 PAGE 3 Page 1 of 2 MEMORANDUM TO: Village Board FROM: Aaron Kramer, Village Administrator RE: Proposed Date Center Temporary Moratorium Ordinance DATE: June 16th 2026 BACKGROUND There has been considerable interest and discussion ov er the past several months over the potential of data centers being constructed across Wisconsin and, more specifically, in Brown County. While the Village is not aware of any concrete intere st in constructing such a facility in Hobart, we are aware of anecdotal evidence that there may be some inquiries being made about purchasing land for such a project. With concerns over the impact on infrastructure, the Village’s power and water systems, and the quality of life throughout the community, we are proposing an Ordinance that would place a one-year moratorium on the consideration of any data center in the Village. We are proposing the passage of an Ordinance, rather than a Resolution. Given that the construction of data centers is at least conceivably already allowed under the current zoning codes, we believe an actual modification of the zoning code, rather than simply a resolution, is appropriate. We also added some additional provisions to help protect against future legal challenges against the moratorium. Brown County recently tabled a proposed County moratorium. “Unlike Manitowoc County, which passed a data center moratorium in April, Brown Count y doesn't have countyw ide zoning. Instead, cities, villages and towns within the county have control.” (Source: Fox11 News, June 2, 2026) The Ordinance would not put an end to any consideration for a Data Center in Hobart. It would simply allow us the time to craft a thoughtful and comprehensive Ordi nance for consideration over the next twelve (12) months. ORDINANCE AND TIMETABLE The following timetable will be followed if the Board approves moving forward with the proposed Ordinance tonight: DATE ACTION June 16  Presentation of proposed Ordinance to Village Board  Forwarding the Ordinance to the Planning and Zoning Commission  Setting of public hearing on proposed Ordinance (July 7) June 19  First run of the Notice of the July 6 Planning & Zoning Commission Meeting (Publish as a Class II).  Place notice on website.  Place notice at Village Office. June 26  Second run of the Notice of the July 6 Planning & Zoning Commission Meeting. Publish as a Class II. PAGE 4 Page 2 of 2  Notice of Moratorium Public Hearing at July 7 Village Board Meeting. Publish as a Class I.  Place notice on website.  Place notice at Village Office. July 6  Planning & Zoning Commission Meeting (5:30 pm) July 7  Village Board Meeting (6:00 pm) RECOMMENDED MOTIONS * To forward Ordinance 2026 -07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) to the Planning and Zoning Commission for their review and recommendation at their next meeting. * To approve the establishment of a Public Hearing at the July 7 th Village Board meeting to consider Ordinance 2026-07 (AN ORDINANCE CREATING AR TICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) PAGE 5 ORDINANCE 2026-07 (DATA CENTER DEVELOPMENT MORATORIUM) - Page 1 of 3 ORDINANCE 2026-07 AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT) Purpose: The purpose of this Ordinance is to create a one (1) year moratorium on the development of a Data Center in the Village of Hobart, allowing time for the Village to draft and approve an Ordinance to regulate any such development through the Village’s Zoning Code. The Village Board of the Village of Hobart, Brown County, Wisconsin, does ordain as follows: Section 1: Article XXXV1 (Data Center Moratorium) of Chapter 295 (Zoning) is hereby created to read as follows: § 295-385. Purpose. The purpose of this moratorium is to provide the Village with adequate time to assess the impacts and secondary effects of Data Centers, including but not lim ited to electrical infrastructure concerns, water consumption concerns, wastewater impacts, land-u se compatibility, emergency services impacts, comprehensive regulation and legislation, and to promote meaningful development in implementation of Village ordinances with regard to Data Centers. This mortarium is necessary to protect the health, safety, and general welfare of the Village residents, businesses, and visitors. § 295-386. Authority. This ordinance is adopted pursuant to the Village’s authority under Wis. Stat. §§ 61.34, 61.35, 62.23(7), and other applicable provisions of Wisconsin law. § 295-387. Definition of Data Center. “Data Center” means a facility, building, campus, or portion thereof primarily used for the storage, processing, management, transmission, or hosting of digital data, servers, cloud computing systems, artificial intelligence computing systems, or network infrastructure, together with associated cooling systems, backup generators, substations, utility infrastructure, and accessory uses. This definition is inclusive of any accessory office uses necessary to monitor and manage sustained operations at a Data Center. The term shall not include ordinary office computer systems, telecommunications equipment serving a principal permitted use, or customary business server rooms accessory to another permitted use. § 295-388. Declaration of Moratorium. A village wide temporary moratorium is hereby declared with respect to the acceptance of applications, participating in pre-submittal activities, including but not limited to planning applications, building permits, PAGE 6 ORDINANCE 2026-07 (DATA CENTER DEVELOPMENT MORATORIUM) - Page 2 of 3 engineering permits, site review, rezoning approvals, conditional use permits, or any other authorization required for establishment, expansion, or construction of a Data Center. § 295-389. Duration. This ordinance shall remain in effect for a period of twelve (12) months from its effective date or until an amendment to this chapter related to Data Centers is adopted and takes effect, whichever is earlier. The Village Board may extend the duration of this ordinance for an additional period of six (6) months, as permitted by applicable Wisconsin law, if additional time is reasonably necessary to complete, review, and adopt permanent regulations. § 295-390. Direction to Develop Data Center Ordinance. During the period of this moratorium, the Department of Planning and Zoning, in consultation with the Village administrator and attorney, in consultation with relevant Village agencies, departments, and employees, are directed to draft an ordinance providing a comprehensive and appropriate regulation of Data Centers to protect the public health, safety, and general welfare of the Village residents, businesses, visitors, and the public. It is the intention of the Village Board of Trustees to amend the Village’s general ordinances to adopt an ordinance pertaining to Data Centers before the expiration of this moratorium or any extension thereof as allowed under Wisconsin law. § 295-391. Subjects of Consideration. In preparing an amendment to this chapter or a separate ordinance related to Data Centers, the Village, through appropriate personnel or consultants, shall review the possible impacts that these uses may have on the health, safety, and general welfare of the residents, businesses, visitors, and general public in the Village. The relevant Village departments, agencies, and staff shall also consult with other municipalities, experts, stakeholders, and relevant available studies and research pertaining to effective municipal regulations of Data Centers. Section 2: Any Ordinance or parts thereof, inconsistent herewith are hereby repealed. Section 3. This Ordinance shall be effective from and after its passage by the Village Board and publication as required by law. Passed and approved on this 7 th day of July, 2026. ______________________________________________________ Richard Heidel, Village President Attest: ______________________________________________________ Aaron Kramer, Village Administrator CERTIFICATION The undersigned, being the duly appointed Clerk of the Board of the Village of Hobart, certifies that the aforementioned is the original ordinance adopted by the Village Board. PAGE 7 ORDINANCE 2026-07 (DATA CENTER DEVELOPMENT MORATORIUM) - Page 3 of 3 IN WITNESS WHEREOF, I have executed this Certificate in my official capacity on July 7, 2026. (Seal) ________________________________ Lisa Vanden Heuvel, Village Clerk PAGE 8 Reprint Check Register - Quick Report - Regular 12:19 PM ACCT CHECKING ALL Checks Posted From: Thru Account:Thru: 7/07/2026 ______________________________________________________________________________________Check Nbr Check Date Payee Amount From Account:7/07/2026 6/30/2026 Page: 1,578.0071255 4M BUILDING SOLUTIONS INC CLEANING JUNE 2026 7/07/2026 327.1771256 ALL TRAFFIC SOLUTIONS INC. REPLACEMENT KIT - BATTERY 7/07/2026 175.0071257 ANDREA PALACIOS REFUND PARK DEPOSIT FOR 5-9-2026 7/07/2026 179.0071258 BE'S COFFEE & VENDING SERVICE COFFEE - OFFICE 7/07/2026 325.0071259 BEST MACHINE & REPAIR INC PLOW TRUCK HITCH REPAIR 7/07/2026 208.2171260 BOBCAT PLUS REPAIR ORDER RG30456 - S650 FUSE ISSUE 7/07/2026 10,654.0471261 BROWN COUNTY PORT & RESOURCE RECOVERY REFUSE & RECYCLING & STREET SWEEPING 7/07/2026 1.7271262 BROWN COUNTY TREASURER DNR FOREST LAND PAYMENT 2026 7/07/2026 11,354.0071263 CONWAY OLEJNICZAK & JERRY SC MULTIPLE INVOICES COURT 7/07/2026 400.0071264 CONWAY SHIELD INC LAKELAND FIRE FLEX BOOT L100 7/07/2026 125.0071265 DEPARTMENT OF NATURAL RESOURCES - WATER USE EMERGENCY WELL 7/07/2026 105.0071266 DIVERSIFIED BENEFIT SERVICES INC JUNE-125-FSA ADMIN SERVICES 7/07/2026 5,402.0071267 FAIR MARKET ASSESSMENTS ASSESSMENT SERVICES JUNE 2026 7/07/2026 19.5571268 FEDEX 26-503239 - VIC PHONE 7/07/2026 2,096.7371269 FERGUSON WATERWORKS HYDRANT EXT KIT FOUNDERS TERR EXT 7/07/2026 137.8171270 GAT SUPPLY INC MULTIPLE INVOICES SUPPLY ITEMS 7/07/2026 175.0071271 GEORGE DILLENBERG REFUND PARK DEPOSIT FROM 6-13-2026 7/07/2026 20.0071272 HAWKINS INC CHLORINE CYLINDERS 7/07/2026 175.0071273 JEFF GOSSE REFUND PARK DEPOSIT FROM 06022026 7/07/2026 PAGE 9 Reprint Check Register - Quick Report - Regular 22:19 PM ACCT CHECKING ALL Checks Posted From: Thru Account:Thru: 7/07/2026 ______________________________________________________________________________________Check Nbr Check Date Payee Amount From Account:7/07/2026 6/30/2026 Page: 21,892.9871274 JOE DENOBLE SEWER & WATER CONSTRUCTION INC MULTIPLE INVOICES SEWER & WATER REPAIR 7/07/2026 225.0071275 KRISTY NELSON REFUND SPECIAL EVENT DEPOSIT 6-13-26 7/07/2026 114.2671276 MULTI MEDIA CHANNELS LLC LEGAL ADS- LIQUOR; ORD26-08; HEARING 7-6 7/07/2026 200.0071277 MYTEAM TRIUMPH - DAVE KONSHAK REFUND SPECIAL EVENT DEPOSIT 5-25-26 7/07/2026 668,426.9471278 NORTHEAST ASPHALT INC PAYMENT REQUEST #1 2320-25-03 2025 ST&DR 7/07/2026 99.0071279 NWTC - GREEN BAY CAMPUS M. RENKAS LESB-DEF TACTIC 8-HR MANDATORY 7/07/2026 257.4071280 NWTC - GREEN BAY CAMPUS FIREFIGHTER ENTRY LEVEL - H. COMPTON 7/07/2026 365.6771281 OFFICE ENTERPRISES INC REPAIR / MAINT FOLDING MACHINE 73521 7/07/2026 1,695.0071282 PRECISION CONTROLS LIFT STATION #4 CONRAD/PACKERLAND 7/07/2026 11,025.0071283 PRECISION SEALCOATING INC. STREET SWEEPINT MAY 2026 - 5-SWEEPERS 7/07/2026 175.0071284 ROBIN DREW REFUND PARK DEPOSIT FROM 05302026 7/07/2026 175.0071285 SCOTT RUETTEN REFUND PARK DEPOSIT FROM 6-20-2026 7/07/2026 175.0071286 SIERRA PAZ REFUND PARK DEPOSIT FROM 6/21/2026 7/07/2026 2,975.0071287 SUBURBAN WILDLIFE SOLUTIONS LLC POND INSPECTION / WORK JUNE 23 2026 7/07/2026 1,666.0071288 SUSAN PERRAULT REFUND OVERPAYMENT UTILITY ACCOUNT 7/07/2026 175.0071289 TIFFANY GUMINA REFUND PARK DEPOSIT FROM 06142026 7/07/2026 3,965.0071290 TILLMANN WHOLESALE GROWERS NEW GRANT TREES 7/07/2026 88.3271291 U.S. DEPARTMENT OF THE TREASURY ANNUAL TAX PAYMENT FORM 720-V 7/07/2026 175.0071292 VERA OKHMAN REFUND PARK DEPOSIT 6-12-2026 7/07/2026 PAGE 10 Reprint Check Register - Quick Report - Regular 32:19 PM ACCT CHECKING ALL Checks Posted From: Thru Account:Thru: 7/07/2026 ______________________________________________________________________________________Check Nbr Check Date Payee Amount From Account:7/07/2026 6/30/2026 Page: 157.2871293 VILLAGE OF HOWARD ANIMAL RESPONSE TEAM APRIL 2026 7/07/2026 750.0071294 WI STATE FIREFIGHTERS ASSOCIATION MEMBERSHIP DUES 2026-2027 7/07/2026 6,300.0071295 BRIAN RUECHEL JUNE ACCOUNTING 7/07/2026 754,536.08Grand Total PAGE 11 Reprint Check Register - Quick Report - Regular 42:19 PM ACCT CHECKING ALL Checks Posted From: Thru Account:Thru: 7/07/2026 ______________________________________________________________________________________ Amount From Account:7/07/2026 6/30/2026 Page: 23,019.39Total Expenditure from Fund # 001 - General Fund 12,098.29Total Expenditure from Fund # 002 - Water Fund 15,400.69Total Expenditure from Fund # 003 - Sanitary Sewer Fund 668,426.94Total Expenditure from Fund # 004 - Capital Projects Fund 15,375.00Total Expenditure from Fund # 007 - Storm Water Fund 3,146.73Total Expenditure from Fund # 008 - TID 1 Fund 1,050.00Total Expenditure from Fund # 009 - TID 2 Fund 5,365.00Total Expenditure from Fund # 010 - Parks & Recreation 10,654.04Total Expenditure from Fund # 014 - Garbage & Recycling Program 754,536.08Total Expenditure from all Funds PAGE 12 VILLAGE BOARD MINUTES (REGULAR) – JUNE 16TH 2026 - Page 1 of 3 Village of Hobart Village Office 2990 S. Pine Tree Rd, Hobart, WI 54155 www.hobartwi.gov - www.buildinhobart.com MEETING NOTICE – VILLAGE BOARD (Regular) Date/Time: Tuesday June 16th 2026 (6:00 P.M.) Location: Hobart Village Office (2990 South Pine Tree Road) Village Board of Trustees: Richard Heidel (President), David Dillenburg, Vanya Koepke, Melissa Tanke, Tammy Zittlow ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call . The meeting was called to order by Rich Hei del at 6:03 pm. Dave Dillenburg, Vanya Koepke, Melissa Tanke, Tammy Zittlow, and Rich Heidel were present. 2. Certification of the open meeting law agenda requirements and approval of the agenda - ACTION: To certify the open meeting law agenda requirements and approve the agenda wi th the correction to Item 5B. changing the May 19 Minutes to the June 2, 2026 Village Board Minutes. MOTION: Dillenburg SECOND: Koepke. VOICE VOTE: 5-0. 3. Pledge of Allegiance - Those present recited the Pledge of Allegiance. 4. PUBLIC HEARINGS - None. 5. CONSENT AGENDA (These items may be approved on a si ngle motion and vote due to their routine nature or previous discussion. Please indicate to the Board President if you would prefer separate discussion and action.) A. Payment of Invoices; B. VILLAGE BOARD: Minutes of May 19th 2026 (Regular); C. 2026-2027 Alcohol Beverage & Cigarette, Tobacco, and Electronic Vaping Device License Applications ACTION: To approve the consent agenda to include manual checks and the correction of the May 19 Minutes to the June 2, 2026 Village Board Minutes. MOTION: Dillenburg SECOND: Koepke. VOICE VOTE 5-0. 6. ITEMS REMOVED FROM CONSENT AGENDA – None. 7. CITIZENS’ COMMENTS/RESOLUTIONS/PRESENTATIONS (Please limit comments to no more than 3 minutes) Appearing before the Board: No one spoke. A. DISCUSSION AND ACTION – Resolution 2026- 08 (A RESOLUTION APPROVING THE COMPLIANCE MAINTENANCE ANNUAL REPORT FOR THE YEAR 2025) This is an annual administrative procedure for the Village’s Sanitary Sewer Utility. ACTION: To approve Resolution 2026-08 (A RESOLUTION APPROVING THE COMPLIANCE MAINTENANCE ANNUAL REPORT FOR THE YEAR 2025) as presented. MOTION: Heidel SECOND: Zittlow. VOICE VOTE 5-0. 8. VILLAGE ADMINISTRATOR’S REPORT/COMMUNICATIONS A. INFORMATION– Administrator Kramer advised the Village Board on the following three reports. 1. Associated Bank Investment Report 2. SNBT Investment Report 3. Village Bank Balances (May 2026) PAGE 13 VILLAGE BOARD MINUTES (REGULAR) – JUNE 16TH 2026 - Page 2 of 3 The WDP superintendent and business manger will be here for the July 21, 2026 Village Board meeting to provide information on the referendum that will appear on the November ballot. Planning & Zoning will meet on July 6. Site Review will be held on June 17. Public Works will meet on July 2. 9. COMMITTEE REPORTS AND ACTIONS- The HALO meeting was held this morning by the Village of Hobart. Rep David Steffen spoke to the group on Data Centers. 10. OLD BUSINESS – None. 11. NEW BUSINESS A. DISCUSSION AND ACTION – Intergovernmental Agreement Regarding Conrad Drive The Village plans to resurface Conrad Drive (from Packerland Drive, west to the end of Conrad Drive), the initial plan being to install four inches of new asphalt with an optional plan to increase the new install to five and one-quarter inches, the cost being and additional $37,820. Brown County and Austin Straubel International Airport have agreed to pay for the additional asphalt if the Village agrees to not impose any vehicle weight limits or any limit on the type of vehicles that may use the road. The meeting packet contains the original agreement draft from the Airport, as well as the redlined version from the Village with several requested changes which the Airport was considering at the time the agenda was printed. ACTION: To approve entering into the Intergovernmental Agreement with Brown County and Austin Straubel International Airport regarding Conrad Drive as presented. MOTION: Dillenburg SECOND: Tanke. VOICE VOTE 5-0. B. DISCUSSION AND ACTION - Or dinance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) The purpose of this Ordinance is to create a one (1) year moratorium on the development of a Data Center in the Village of Hobart, allowing time for the Village to draft and approve an Ordinance to regulate any such development through the Village’s Zoning Code. Staff is recommending the Ordinance be forwarded to the Planning and Zoning Commission for a review and recommendation. ACTION: To forward Ordinance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) as presented to the Planning and Zoning Co mmission for review and recommendation at their next meeting on July 6, 2026. MOTION: Heidel SECOND: Tanke. VOICE VOTE 5-0. Appearing before the Board: Roberta Rather, 697 Maple View Ct., Data Centers C. DISCUSSION AND ACTION – To establish a Public Hearing on Ordinance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT)) Staff would recommend the Public Hearing be held at the July 7 th Village Board meeting. ACTION: To establish a Public Hearing on Ordi nance 2026-07 (AN ORDINANCE CREATING ARTICLE XXXVI (TEMPORARY MORATORIUM ON DATA CENTER DEVELOPMENT))at the July 7, 2026 Village Board meeting. MOTION: Heidel SECOND: Zittlow. VOICE VOTE 5-0. D. DISCUSSION AND ACTION – Ordinance 2026-08 (AN ORDINANCE AMENDING SECTION 7 (STORMWATER MANAGEMENT STANDARDS) OF ARTICLE 1 (STORMWA TER RUNOFF) OF CHAPTER 150 (EROSION CONTROL AND STORMWATER MANAGEMENT)) The purpose of this Ordinance is to prevent property owners from altering the landscaping or topography of their property in a manner that would negatively impact the proper flow of stormwater or impact adjacent properties and to give the Village the authority to address, correct, or rectify any drainage issues that are adversely impacting other properties in the Village. PAGE 14 VILLAGE BOARD MINUTES (REGULAR) – JUNE 16TH 2026 - Page 3 of 3 ACTION: To approve Ordinance 2026-08 (AN ORDINANCE AMENDING SECTI ON 7 (STORMWATER MANAGEMENT STANDARDS) OF ARTICLE 1 (STORMWATER RUNOFF) OF CHAPTER 150 (EROSION CONTROL AND STORMWATER MANAGEMENT)) as presented. MOTION: Dillenburg SECOND: Tanke. VOICE VOTE 5-0. Appearing before the Board: Kathy Myrick, 637 Maple View Ct., Stormwater Runoff Roberta Rather, 697 Maple View Ct., Stormwater Runoff John Rather, 697 Maple View Ct, Stormwater Runoff E. DISCUSSION AND ACTION – Awarding Contract to Repair Brookwood Circle Staff received two quotes to pulverize and repave the approximate 970’ section of Brookwood Circle between N. Pine Tree and Melanie Lane damaged from the March flooding. Staff is recommending the approval of the quote from MCC for $53,473.20. Funding would come from the Storm Water Reserve. ACTION: To approve the quote from MCC for $53,473.20 to restore Brookwood Circle as presented. MOTION: Heidel SECOND: Koepke. VOICE VOTE 5-0. F. DISCUSSION - Items for future agenda consideration or Committee assignment Moratorium Ordinance WDP Referendum Information ACTION: To recess at 7:12 pm prior to going into closed session. MOTION: Heidel SECOND: Koepke. VOICE VOTE: 5-0. G. ADJOURN to CLOSED SESSION (7:30 PM): ACTION: To go into closed session under Wisconsin State Statute 19.85 (1) (g): 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. RE: Tribal Affairs; Potential Litigation MOTION: Heidel SECOND: Dillenburg ROLL CALL VOTE: 5-0. H. CONVENE into open session (8:51 PM) – MOTION: Heidel SECOND: Zittlow ROLL CALL VOTE: 5-0. I. ACTION from closed session – None. 12. ADJOURN (8:51 PM) – MOTION: Heidel SECOND: Dillenburg VOICE VOTE: 5-0. Respectfully submitted by Lisa A. Vanden Heuvel, Village Clerk PAGE 15 SITE REVIEW COMMITTEE MINUTES – APRIL 1, 2026 Village of Hobart Site Review Committee Minutes Hobart Village Office; 2990 S. Pine Tree Rd, Hobart, WI Wednesday, April 1, 2026 – 5:30 pm __________________________________________________________________________________________________ MEETING MINUTES – SITE REVIEW COMMITTEE ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call. The meeting was called to order by Dave Dillenburg at 5:30 pm. Roll call: Dave Baranczyk, Rick Nuetzel, Steve Riley, and Dave Dillenburg were present. Excused: Tom Tengowski, Tammy Zittlow and Peter Zobro. 2. Certification of the open meeting law age nda requirements and approval of the agenda. ACTION: To certify the open meeting law agenda requirements and approval of the agenda. MOTION: Baranczyk SECOND: Nuetzel MOTION APPROVED BY VOICE VOTE: 4-0. 3. Approve Minutes of February 18, 2026. ACTION: To approve the minutes of the February 18, 2026 Site Review Meeting. MOTION: Dillenburg SECOND: Riley MOTION APPROVED BY VOICE VOTE: 4-0 4. Public Comment on Non-Agenda Items. – None. ACTION ITEMS 5. DISCUSSION AND ACTION – Request for new wall signs located at 611 Centerline Drive (HB-524-1-1) Auto Aces, located at 611 Centerline Dr., is currently under constr uction and is submitting for review and action of the wall s ignage. During the original site review back in September 2025, signage was not finalized and therefore not submitted at that time. The developer has since finalized the freestanding signage and is requesting revi ew of said signage. The request before the Committee at this time would be for two internally illuminated wall signs of a total of 70.76 square feet (actual sign area is roughly 96 square feet of sigh faces) for each sign. There will be one sign located on each of the office store fronts facing Centerline Dr. and Founders Terrace. Si nce this is a corner parcel, the development is allowed to have one wall sign facing each roadway. Both wall signs are compliant with the V illage Sign Code. ACTION: Approval of the proposed two wall signs of 70.76 square feet each to be located on the north and west elevations of the new building located at 611 Centerline Dr. as submitted. MOTION: Nuetzel SECOND: Baranczyk MOTION APPROVED BY VOICE VOTE: 5-0 6. DISCUSSION AND ACTION - Consider the landscaping and lighting plans for the new recently approved development at 5060 Founders Terrace (HB-523-7) Bayland Buildings recently received conditional approval on a proposed new 20,000 square foot commercial building to be located at 5060 Founders Terrace (Parcel HB-523-7) along with the required associated site improvemen t including access and parking. The landscaping plan and exterior lighting plan were required to be re-submitted for review and approval. ACTION: Approval of both the landscape plan and lighting plan as submitted. This approval does not relive the other conditions of approval from the February 18, 2026 conditional approval. 1. No lighting shall create a glare to adjoining properties or public roadways. Only the proposed wall lighting fixtures and pole lights are part of this lighting approval. Any other future lighting will require review and approval by the SRC. MOTION: Dillenburg SECOND: Nuetzel MOTION APPROVED BY VOICE VOTE: 4-0 7. DISCUSSION AND ACTION - Request for new wall signage and face replacement of existing ground sign located at 3860 W. Mason Street (Dobbs Tire & Auto Centers, HB-1394-3) Dobbs Tire & Auto Centers, located at 3860 W. Mason St., recently acquired the property (formerly Al Huss Auto & Truck LLC) and is submitting for review and action of proposed new wall signs and face replacement of the existing ground sign. PAGE 16 SITE REVIEW COMMITTEE MINUTES – APRIL 1, 2026 ACTION: Approval of the proposed 66.62 square foot sign on the west elevation and the proposed 44.25 square foot wall sign on the south elevation of the existing building to be located at 43860 W. Mason St. as submitted. MOTION: Baranczyk SECOND: Nuetzel MOTION APPROVED BY VOICE VOTE: 4-0 8. ADJOURN MOTION to adjourn the meeting by Riley SECOND: Dillenburg MOTION APPROVED BY VOICE VOTE: 4-0. Meeting adjourned at 5:52 pm. Respectfully submitted by Amanda Wangerin, Village Deputy Clerk PAGE 17 SITE REVIEW COMMITTEE MINUTES – APRIL 1, 2026 Village of Hobart Site Review Committee Minutes Hobart Village Office; 2990 S. Pine Tree Rd, Hobart, WI Wednesday, May 28, 2026 – 5:30 pm __________________________________________________________________________________________________ MEETING MINUTES – SITE REVIEW COMMITTEE ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call. The meeting was called to order by Dave Dill enburg at 5:30 pm. Roll call: Dave Baranczyk, Tom Tengowski, Tammy Zittlow, and Dave Dillenburg were pres ent. Excused: Steve Riley, Peter Zobro. Absent: Rick Nuetzel. 2. Certification of the open meeting law agenda requirements and approval of the agenda. ACTION: To certify the open meeting law agenda requirements and approval of the agenda. MOTION: Dillenburg SECOND: Baranczyk MOTION APPROVED BY VOICE VOTE: 4-0. 3. Approve Minutes of April 1, 2026. ACTION: To postpone the approval of the mi nutes of the April 1, 2026 Site Review Meeting to the next Site Review Meeting. MOTION: Tengowski SECOND: Zittlow MOTION APPROVED BY VOICE VOTE: 4-0. 4. Public Comment on Non-Agenda Items. – None. 5. DISCUSSION AND ACTION – Election of Committee Chairperson and Vice-Chairperson ACTION: To elect Dave Dillenburg as Chairperson. MOTION: Baranczyk SECOND: Zittlow MOTION APPROVED BY VOICE VOTE: 4-0. ACTION: To elect Tom as Vice-Chairperson MOTION:Dillenburg SECOND:Baranczyk MOTION APPROVED BY VOICE VOTE: 4-0. 6. DISCUSSION AND ACTION – Consider a new 16,945 SF Indoor Riding Arena/Barn w/ Associated site Improvements (1130 Orlando Drive, HB-332-3-1) Exceptional Equestrians is proposing to construct a new indoor riding arena / barn of 16,945 square feet within their complex located at 1130 Orlando Dr. (Parcel HB-332-3-1) along with the required associated site improvement including access and parking. The proposed building will be single story in height. Appearing before the committee: Brian Sanders, Vierbecher. ACTION: Conditional approval of this site plan, subject to the following and in addition to any conditions the Site Review Committee may identify: 1. Lock box location(s) shall be approved by the Village Fire Chief. 2. Any and all mechanical equipment shall be screened from view with materials to match those of the principal structure or with landscaping, and all exterior exhaust/intake vents shall be colored to blend with the principal structure. 3. No lighting shall create a glare to adjoining properties or public roadways. Only the proposed wall packs are part of this lighting approval. Any other future lighting will require review and approval by the SRC. 4. Any proposed signage shall be required to be submitted for approval at a later SRC meeting prior to installation. 5. Storm water plans shall be approved by the Village Engineer. 6. FD Connection location shall be approved by the Village Fire Chief. 7. If the proposed building will be protected by an approved fire suppression system, then water lateral supplying the building shall be sized accordingly. If not protected by such an appro ved system, then the drive lane to the south of the proposed building shall be a minimum of 12 feet in width and designed to support fire apparatus and signed per Village Fire Chief approval. 8. The building will not be required to have masonry facing the street due to the building setback being 300 ft from the public street and shielded by other existing buildings and landscaping. PAGE 18 SITE REVIEW COMMITTEE MINUTES – APRIL 1, 2026 MOTION: Zittllow SECOND: Tengowski. MOTION APPROVED BY VOICE VOTE: 4-0. 7. DISCUSSION AND ACTION - Site plan modification to the previously conditionally approved development (5076 Founders Terrace, HB-523-2) The property owner of parcel HB-523-2, located at 5076 Founders Terrace, is proposing some modifications to the previously conditionally approved site plans for their new development. This request is for the proposed modifications to be reviewed with the Committee directing the applicant to proceed accordingly. A final drawing of the proposed site plans will be submitted at a later date pending direction from the Site Review Committee. Appearing before the Committee: Jenny Basten, Bone Voyage Villas Jamie Tomchek, Bone Voyage Villas ACTION: To approve the proposed modifications with a final detailed plan to be submitted to the Site Review Committee at a later date. MOTION: Dillenburg SECOND:Zittlow MOTION APPROVED BY VOICE VOTE: 4-0. 8. ADJOURN (6:26 pm) MOTION: Tengowski SECOND: Baranczyk MOTION APPROVED BY VOICE VOTE: 4-0. Respectfully submitted by Lisa A. Vanden Heuvel, Village Clerk PAGE 19 PUBLIC WORKS AND UTILITIES ADVISORY COMMITTEE MINUTES – June 4, 2026- PAGE 1 Village of Hobart Public Works & Utilities Advisory Committee Minutes Hobart Village Office; 2990 S. Pine Tree Rd, Hobart, WI Date/Time: Thursday June 4th, 2026 (5:00 P.M.) Location: Village Office, 2990 South Pine Tree Road ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call. a. The meeting was called to order by Dave Dillenburg at 5:06pm. Roll Call: Dave Dillenburg, Dave Baranczyk, James Kubalak, Ron Hieronimczak, Don Dahl strom, and Kevin Gannon were present. Vanya Koepke and Dan DeRuyter were excused. 2. Certification of the open meeting law agenda requirements and approval of the agenda. a. Motion by Dave Baranczyk, second by Don Dahlstrom, All in Favor, Motion Carried. 3. Approval of the Minutes – May 7th, 2026 a. Motion by Kevin Gannon, second by Dave Baranczyk. All in Favor, Motion Carried. 4. Public comments on non-agenda items. a. No public comments ACTION ITEMS 5. UPDATE – Initial Review of Village Engineering Request for Proposals a. Committee reviewed Don Dohlstrom’s summarized layout of all RFP received with discussion on pricing, Home office location, local staff available, and local references. b. Several RFPs were eliminated due to criteria discussed above with further discussion on the remaining six RFPs. c. Several committee members gave their top four preferences, and a consensus was reached on the final RFPs to be interviewed for engineering services. d. Motion was made to interview the four RFPs from Ayres, Cedar Corp, REL, and Vierbicher firms, Motion by Kevin Gannon second by James Kubalak, all in favor. Motion carried 6. DISCUSSION AND ACTION- Topics for Future Committee Meetings a. No action taken 7. ADJOURNMENT a. Motion by Ron Hieronimczak, second by James Kubalak, all in favor. Motion carried. Meeting adjourned at 6:08pm. Respectfully submitted by: Jerry Lancelle, Director Public Works. PAGE 20 2025 Consumer Confidence Report Data Village of Hobart Water Utility 40516982 HOBART WATERWORKS - SERVICE AREA #1 40517697 HOBART WATERWORKS - SERVICE AREA #2 40520777 HOBART WATERWORKS - SERVICE AREA #3 We are pleased to present to you this year's Annual Quality Water Report. This report is designed to inform you about the quality of water and the services we deliver to you every day. Our constant goal is to provide you with a safe and dependable supply of drinking water. We want you to understand the efforts we make to continually improve the water treatment process and protect our water resources. We are committed to ensuring the quality of your water. The Village of Hobart Water Utility provides public water to four distinct service areas: Service Area 1 in the northern area of Hobart consisting of all Hobart water utilities north of Highway 54, Service Area 2 which includes all utilities between Adam Drive and Highway 54, and Service Area 3 which is all Hobart utilities south of Adam Drive to Schuring Road, and Service Area 4 which is the Hemlock Subdivision Area. All four service areas receive their water supply sourced from Lake Michigan through the Green Bay Water Utility, Ashwaubenon Waterworks, and Lawrence Waterworks. The Village groundwater well located on Pleasant Valley Drive is maintained and used as an emergency back-up station for Service Area 1. This report shows our water quality and what it means. If you have any questions about this report or concerning your water utility, please contact the Village of Hobart at (920) 869-1011. We want our valued customers to be informed about their Water Utility. If you want to learn more, please attend any of our regularly scheduled Public Works and Utility meetings. They are held on the 1 st Thursday of each month at 5:00 p.m. or as needed at the Hobart Village Office at 2990 S. Pinetree Rd. Water System Information If you would like to know more about the information contained in this report or if you would like a copy of the source water assessment, please contact the Public Works Department at (920) 869-3807. You may also log onto the Village of Hobart website at www.Hobartwi.gov. Health Information Drinking water, including bottled water, may reasonably be expected to contain at least some small amounts of contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the Environmental Protection Agency's safe drinking water hotline (800-426-4791). Some people may be more vulnerable to contaminants in drinking water than the general population. Immunocompromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune systems disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by cryptosporidium and other microbial contaminants are available from the Environmental Protection Agency's safe drinking water hotline (800-426-4791). PAGE 21 Sources of Water Educational Information The sources of drinking water, both tap water and bottled water, include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include:  Microbial contaminants, such as viruses and bacteria which may come from sewage treatment plants, septic systems, agricultural livestock operations and wildlife.  Inorganic contaminants, such as salts and metals, which can be naturally occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming.  Pesticides and herbicides, which may come from a variety of sources such as agriculture, urban stormwater runoff and residential uses.  Organic chemical contaminants, including synthetic and volatile organic chemicals, which are by- products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater runoff and septic systems.  Radioactive contaminants, which can be naturally occurring or be the result of oil and gas production and mining activities. To ensure that tap water is safe to drink, EPA prescribes regulations that limit the amount of certain contaminants in water provided by public water systems. FDA regulations establish limits for contaminants in bottled water, which shall provide the same protection for public health. Source ID Source Depth (In ft.) Status Service Area Waterbody Name Purchased From/PWS ID 1 Groundwater 785 Emergency 1 2 Purchased Surface Water Active 1 L. Michigan Green Bay Waterworks /40503562 1 Purchased Surface Water Active 2 L. Michigan Ashwaubenon Waterworks / 40504563 1 Purchased Surface Water Active 3 L. Michigan Ashwaubenon Waterworks / 40504563 PAGE 22 Definitions Term Definition AL Action Level: The concentration of a contaminant which, if exceeded, triggers treatment or other requirements which a water system must follow. HA and HAL HA: Health Advisory. An estimate of acceptable drinking water levels for a chemical substance based on health effects information. HAL: Health Advisory Level is a concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. Health Advisories are determined b y US EPA. HI HI: Hazard Index: A Hazard Index is used to assess the potential health impacts associated with mixtures of contaminants. Hazard Index guidance for a class of contaminants or mixture of contaminants may be determined by the US EPA or Wisconsin Department of Health Services. If a Health Index is exceeded a system may be required to post a public notice. Level 1 Assessmen t A Level 1 assessment is a study of the water system to identify potential problems and determine, if possible, why total coliform bacteria have been found in our water system. Level 2 Assessment A Level 2 assessment is a very detailed study of the water system to identify potential problems and determine, if possible, why an E. coli MCL violation has occurred or why total coliform bacteria have been found in our water s ystem, or both, on multiple occasions. MCL Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MFL million fibers per lite r MRDL Maximum residual disinfectant level: The highest level of a disinfectant allowed in drinking water. There is convincin g evidence that addition of a disinfectant is necessary for control of microbial contaminants. MRDLG Maximum residual disinfectant level goal: The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contaminants. mrem/year millirems per year (a measure of radiation absorbed by the body) NTU Nephelometric Turbidity Units pCi/l picocuries per liter (a measure of radioactivity) ppm parts per million, or milligrams per liter (mg/l) ppb parts per billion, or micrograms per liter (ug/l) ppt parts per trillion, or nanograms per liter ppq parts per quadrillion, or picograms per liter PHGS PHGS: Public Health Groundwater Standards are found in NR 140 Groundwater Quality. The concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. RPHGS RPHGS: Recommended Public Health Groundwater Standards: Groundwater standards proposed by the Wisconsin Department of Health Services. The concentration of a contaminant which, if exceeded, poses a health risk and ma y require a system to post a public notice. SMCL Secondary drinking water standards or Secondary Maximum Contaminant Levels for contaminants that affect taste, odor, or appearance of the drinking water. The SMCLs do not represent health standards. TCR Total Coliform Rule TT Treatment Technique: A required process intended to reduce the level of a contaminant in drinkin g water. PAGE 23 Detected Contaminants in the Distribution System Your water was tested for many contaminants last year. We are allowed to monitor for some contaminants less frequently than once a year. The following tables list only those contaminants which were detected in your water. If a contaminant was detected last year, it will appear in the following tables without a sample date. If the contaminant was not monitored last year, but was detected within the last 5 years, it will appear in the tables below along with the sample date. Disinfection Byproducts: Typical Source of Contaminant: By-product of drinking water chlorination Lead and Copper: Contaminant (units) Service Area # Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation TTHM (ppb) 1 D2 80 0 37.0 18.0-44.2 No TTHM (ppb) 1 D12 80 0 38.2 25.9-53.3 No HAA5 (ppb) 1 D2 60 60 9 5-13 No HAA5 (ppb) 1 D12 60 60 8 4-12 No Bromate (ppb) 1 10 10 2.5 0.0-6.7 No HAA5 (ppb) 2 D2 60 60 10 10 No TTHM (ppb) 2 D4 80 0 40.9 40.9 No HAA5 (ppb) 3 D2 60 60 1 1 No TTHM (ppb) 3 D1 80 0 39.3 39.3 No Contaminant (units) Service Area # Action Level MCLG 90th Percentile Level Found # Of Results Sample Date (if prior to 2025) Violation COPPER (ppm) 1 AL=1.3 1.3 .6870 0 of 20 results were above the action level. 8/2/2023 No LEAD (ppb) 1 AL=15 0 2.30 0 of 20 results were above the action level. 7/18/2023 No COPPER (ppm) 2 AL=1.3 1.3 .5450 0 of 5 results were above the action level. 7/2023 No LEAD (ppb) 2 AL=15 0 1.45 1 of 5 results were above the action level. 8/2023 No COPPER (ppm) 3 AL=1.3 1.3 .2530 0 of 10 results were above the action level. 7/2023 No PAGE 24 Typical Source of Contaminant: Corrosion of household plumbing systems, Erosion of natural deposits Additional Health Information: If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. Hobart Waterworks is responsible for providing high quality drinking water but cannot control the variety of materials used in plumbing components. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline or at www.epa.gov/safewater/lead. Detected Contaminants from Purchased Water Our water system purchases water from GREEN BAY WATERWORKS. In addition to the detected contaminants listed above, these are the results from GREEN BAY WATERWORKS. Inorganic Contaminants: Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant ARSENIC (ppb) 10 n/a 1.10 Nd-1.10 2022 No Erosion of natural deposits; Runoff from orchards; Runoff from glass and electronics production wastes BARIUM (ppm) 2 2 .02 .018-.002 No Discharge of drilling wastes; Discharge from metal refineries; Erosion of natural deposits FLUORIDE (ppm) 4 4 0.79 0.63–0.79 No Erosion of natural deposits; Water additive which promotes strong teeth; Discharge from fertilizer and aluminum factories NITRATE (N03- N) (ppm) 10 10 0.30 0.18-0.29 No Runoff from fertilizer use; Leaching from septic tanks, sewa ge; Erosion of natural deposits Nickel (ppb) 100 n/a .88 Nd-.88 2022 No Nickel occurs naturally in soils, groundwater, surface water, and is often used in electroplating, stainless steel, and alloy products Contaminant (units) Service Area # Action Level MCLG 90th Percentile Level Found # Of Results Sample Date (if prior to 2025) Violation LEAD (ppb) 3 AL=15 0 0.87 0 of 10 results were above the action level. 7/2023 No PAGE 25 Radioactive Contaminants: Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant GROSS ALPHA, EXCL. R & U (pCi/l) 15 n/a 0.8 0.8 4/6/2020 No Erosion of natural deposits RADIUM, (226 + 228) (pCi/l) 5 0 0.4 0.4 4/6/2020 No Erosion of natural deposits COMBINED URANIUM 30 n/a 0.4 0.4 4/6/2020 No Erosion of natural deposits Contaminants with a Public Health Groundwater Standard, Health Advisory Level, or a Secondary Maximum Contaminant Level The following table lists contaminants which were detected in your water and that have either a Public Health Groundwater Standard (PHGS), Health Advisory Level (HAL), or a Secondary Maximum Contaminant Level (SMCL), or both. There are no violations for detections of contaminants that exceed Health Advisory Levels, Public Health Groundwater Standards or Secondary Maximum Contaminant Levels. Secondary Maximum Contaminant Levels are levels that do not present health concerns but may pose aesthetic problems such as objectionable taste, odor, or color. Public Health Groundwater Standards and Health Advisory Levels are levels at which concentrations of the contaminant present a health risk. Contaminant (units) SMCL (ppm) PHGS or HAL (ppm) Level Found Range Sample Date (If prior to 2025) Typical Source of Contaminant CHLORIDE (ppm) 250 n/a 16 16 Runoff/leaching from natural deposits, road salt, water softeners SULFATE (ppm) 250 n/a 22 21 - 22 Runoff/leaching from natural deposits, industrial wastes Manganese (ppm) 0.05 0.3 0.00053 0.00053 Leaching from natural deposits TOTAL DISSOLVED SOLIDS (ppm) 500 n/a 160 140 - 160 Runoff and leaching from natural deposits; seawater influence pH 6.5 – 8.5 n/a 7.8 7.6 – 7.8 Runoff and leaching from natural deposits; seawater influence Silver (ppm) 0.1 0.05 0.0013 0.0013 Runoff from industrial waste Zinc (ppm) 5.0 n/a 0.0022 0.0022 Corrosion of household plumbing systems; erosion of natural deposits PAGE 26 Unregulated Contaminants: Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. EPA required us to participate in this monitoring. Contaminant (units) Level Found Range Sample Date (if prior to 2025) SODIUM (ppm) 9.1 8.6-9.1 PFAS Contaminants with a Recommended Health Advisory Level Perfluoroalkyl and polyfluoroalkyl substances (PFAS) are a large group of human-made chemicals that have been used in industry and consumer products worldwide since 1950. The following table list PFAS contaminants which were detected in your water and that have a recommended Health Advisory Level (HAL). There are no violations for detections of contaminants that exceed recommended Health Advisory Levels. The Recommended Health Advisory Levels are levels at which concentrations of the contaminant present a health risk and are based on guidance provided by the Wisconsin Department of Health Services. Note: The recommended health-based levels in the table below were in effect in 2024. These levels were revised by WDHS in 2025. They can be found here https://www.dhs.wisconsin.gov/water/gws.htm Contaminant (units) Date Tested RPHGS or HAL (ppt) Level Found Range PFPeA (ppt) 2023 n/a 1.60 1.40 – 1.60 PFHpA (ppt) 2023 n/a 1.50 0.86 – 1.50 FOSA (ppt) 2023 20 6.6 6.50 – 6.60 PFBA (ppt) 2023 10000 1.90 1.70 – 1.90 PFBS (ppt) 2023 450000 0.57 0.32 - 0.57 PFHxS (ppt) 2023 40 0.75 0.0 – 0.75 PFHxA (ppt) 2023 150000 1.50 .98 – 1.50 PFNA (ppt) 2023 30 0.55 nd – 0.55 PFOS (ppt) 2023 20 2.4 1.60 – 2.40 PFOA (ppt) 2023 20 2.20 1.60 – 2.20 PFPeS (ppt) n/a 0.55 nd – 0.55 PFOA and PFOS Total 20 4.5 3.2-4.5 PFAS Source: Drinking water is one way that people can be exposed to PFAS. In Wisconsin, two-thirds of people use groundwater as their source. PFAS can get in groundwater from places that make or use PFAS and releases from certain types of waste in landfills. Synthetic Organic Contaminants including Pesticides and Herbicides Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2025) Violatio n Typical Source of Contaminant ATRAZINE (ppb) 3 3 0.0095 0.0071 – 0.0095 2023 No Runoff from herbicide used on PAGE 27 Other Compliance Monitoring Violations No Violations in 2025 Turbidity Monitoring In accordance with s. NR 810.29, Wisconsin Administrative Code, the treated surface water is monitored for turbidity to confirm that the filtered water is less than 0.3 NTU. Turbidity is a measure of the cloudiness of water. We monitor for it because it is a good indicator of the effectiveness of our filtration system. During the year, the highest single entry point turbidity measurement was 0.04 NTU. The lowest monthly percentage of samples meeting the turbidity limits was 100 percent. Cryptosporidium Monitoring Cryptosporidium is tested for monthly. At no time was there any detections for cryptosporidium on the raw or tap water. PAGE 28 2025 Consumer Confidence Report Data Village of Hobart Water Utility 40526398 HOBART WATERWORKS - SERVICE AREA #4 We are pleased to present to you this year's Annual Quality Water Report. This report is designed to inform you about the quality of water and the services we deliver to you every day. Our constant goal is to provide you with a safe and dependable supply of drinking water. We want you to understand the efforts we make to continually improve the water treatment process and protect our water resources. We are committed to ensuring the quality of your water. The Village of Hobart Water Utility provides public water to four distinct service areas: Service Area 1 in the northern area of Hobart consisting of all Hobart water utilities north of Highway 54, Service Area 2 which includes all utilities between Adam Drive and Highway 54, and Service Area 3 which is all Hobart utilities south of Adam Drive to Schuring Road, and Service Area 4 which is the Hemlock Subdivision Area. All four service areas receive their water supply sourced from Lake Michigan through the Green Bay Water Utility, Ashwaubenon Waterworks, and Lawrence Waterworks. The Village groundwater well located on Pleasant Valley Drive is maintained and used as an emergency back-up station for Service Area 1. This report shows our water quality and what it means for Service area #4 If you have any questions about this report or concerning your water utility, please contact the Village of Hobart at (920) 869-1011. We want our valued customers to be informed about their Water Utility. If you want to learn more, please attend any of our regularly scheduled Public Works and Utility meetings. They are held on the 1 st Thursday of each month at 5:00 p.m. or as needed at the Hobart Village Office at 2990 S. Pinetree Rd. Water System Information If you would like to know more about the information contained in this report or if you would like a copy of the source water assessment, please contact the Public Works Department. at (920) 869-3807. You may also log onto the Village of Hobart website at www.Hobartwi.gov. Health Information Drinking water, including bottled water, may reasonably be expected to contain at least some small amounts of contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the Environmental Protection Agency's safe drinking water hotline (800-426-4791). Some people may be more vulnerable to contaminants in drinking water than the general population. Immunocompromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune systems disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by cryptosporidium and other microbial contaminants are available from the Environmental Protection Agency's safe drinking water hotline (800-426-4791). PAGE 29 Sources of Water Educational Information The sources of drinking water, both tap water and bottled water, include rivers, lakes, streams, ponds, reservoirs, springs, and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include:  Microbial contaminants, such as viruses and bacteria which may come from sewage treatment plants, septic systems, agricultural livestock operations and wildlife.  Inorganic contaminants, such as salts and metals, which can be naturally occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas production, mining, or farming.  Pesticides and herbicides, which may come from a variety of sources such as agriculture, urban stormwater runoff and residential uses.  Organic chemical contaminants, including synthetic and volatile organic chemicals, which are by- products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater runoff and septic systems.  Radioactive contaminants, which can be naturally occurring or be the result of oil and gas production and mining activities. To ensure that tap water is safe to drink, EPA prescribes regulations that limit the amount of certain contaminants in water provided by public water systems. FDA regulations establish limits for contaminants in bottled water, which shall provide the same protection for public health. Source ID Source Depth (In ft.) Status Service Area Waterbody Name Purchased From/PWS ID 1 Purchased Surface Water Active 4 L. Michigan Lawrence Waterworks / 40516256 PAGE 30 Definitions Term Definition AL Action Level: The concentration of a contaminant which, if exceeded, triggers treatment or other requirements which a water system must follow. HA and HAL HA: Health Advisory. An estimate of acceptable drinking water levels for a chemical substance based on health effects information. HAL: Health Advisory Level is a concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. Health Advisories are determined by US EPA. HI HI: Hazard Index: A Hazard Index is used to assess the potential health impacts associated with mixtures of contaminants. Hazard Index guidance for a class of contaminants or mixture of contaminants may be determined by the US EPA or Wisconsin Department of Health Services. If a Health Index is exceeded a system may be required to post a public notice. Level 1 Assessment A Level 1 assessment is a study of the water system to identify potential problems and determine, if possible, why total coliform bacteria have been found in our water system. Level 2 Assessment A Level 2 assessment is a very detailed study of the water system to identify potential problems and determine, if possible, why an E. coli MCL violation has occurred or why total coliform bacteria have been found in our water system, or both, on multiple occasions. MCL Maximum Contaminant Level: The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG Maximum Contaminant Level Goal: The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MFL million fibers per lite r MRDL Maximum residual disinfectant level: The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants. MRDLG Maximum residual disinfectant level goal: The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contaminants. mrem/year millirems per year (a measure of radiation absorbed by the body) NTU Nephelometric Turbidity Units pCi/l picocuries per liter (a measure of radioactivity) pp m parts per million, or milligrams per liter (mg/l) ppb parts per billion, or micrograms per liter (ug/l) ppt parts per trillion, or nanograms per lite r ppq parts per quadrillion, or picograms per lite r PHGS PHGS: Public Health Groundwater Standards are found in NR 140 Groundwater Quality. The concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. RPHGS RPHGS: Recommended Public Health Groundwater Standards: Groundwater standards proposed by the Wisconsin Department of Health Services. The concentration of a contaminant which, if exceeded, poses a health risk and may require a system to post a public notice. SMCL Secondary drinking water standards or Secondary Maximum Contaminant Levels for contaminants that affect taste, odor, or appearance of the drinking water. The SMCLs do not represent health standards. TCR Total Coliform Rule TT Treatment Technique: A required process intended to reduce the level of a contaminant in drinking water. PAGE 31 Detected Contaminants in the Distribution System Your water was tested for many contaminants last year. We are allowed to monitor for some contaminants less frequently than once a year. The following tables list only those contaminants which were detected in your water. If a contaminant was detected last year, it will appear in the following tables without a sample date. If the contaminant was not monitored last year, but was detected within the last 5 years, it will appear in the tables below along with the sample date. Disinfection Byproducts: Typical Source of Contaminant: By-product of drinking water chlorination Lead and Copper: Typical Source of Contaminant: Corrosion of household plumbing systems, Erosion of natural deposits Additional Health Information: If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. Hobart Waterworks is responsible for providing high quality drinking water but cannot control the variety of materials used in plumbing components. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline or at www.epa.gov/safewater/lead. Contaminant (units) Service Area # Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation HAA5 (ppb) 4 D1 60 60 24 24 No TTHM (ppb) 4 D1 80 0 48.6 48.6 No Contaminant (units) Service Area # Action Level MCLG 90th Percentile Level Found # Of Results Sample Date (if prior to 2025) Violation COPPER (ppm) 4 AL=1.3 1.3 .0245 0 of 10 results were above the action level. 5/2023 No LEAD (ppb) 4 AL=15 0 0.26 0 of 10 results were above the action level. 8/2023 No PAGE 32 Detected Contaminants from Purchased Water Our water system purchases water from CENTRAL BROWN CO WATER AUTHORITY (CBCWA) which is produced by MANITOWOC WATERWORKS surface water filtration plant on behalf of CBCWA. In addition to the detected contaminants listed above, these are the results from CENTRAL BROWN CO WATER AUTHORITY. Inorganic Contaminants: Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant BARIUM (ppm) 2 2 0.021 0.021 No Discharge of drilling wastes; Discharge from metal refineries; Erosion of natural deposits FLUORIDE (ppm) 4 4 0.78 0.78 No Erosion of natural deposits; Water additive which promotes strong teeth; Discharge from fertilizer and aluminum factories NICKEL (ppb) 100 0.00099 0.00099 No Nickel occurs naturally in soils, ground water and surface waters and is often used in electroplating, stainless steel and allo y products. NITRATE (N03-N) (ppm) 10 10 0.29 0.29 No Runoff from fertilizer use; Leaching from septic tanks, sewage; Erosion of natural deposits Radioactive Contaminants: Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant RADIUM, (226 + 228) (pCi/l) 5 0 0.9 0.9 5/17/2023 No Erosion of natural deposits GROSS ALPHA, INCL. R & U (n/a) n/a n/a 0.8 0.8 5/17/2023 No Erosion of natural deposits PAGE 33 Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant COMBINED URANIUM (u g/l) 30 0 1.5 1.5 5/17/2023 No Erosion of natural deposits Contaminants with a Public Health Groundwater Standard, Health Advisory Level, or a Secondary Maximum Contaminant Level The following table lists contaminants which were detected in your water and that have either a Public Health Groundwater Standard (PHGS), Health Advisory Level (HAL), or a Secondary Maximum Contaminant Level (SMCL), or both. There are no violations for detections of contaminants that exceed Health Advisory Levels, Public Health Groundwater Standards or Secondary Maximum Contaminant Levels. Secondary Maximum Contaminant Levels are levels that do not present health concerns but may pose aesthetic problems such as objectionable taste, odor, or color. Public Health Groundwater Standards and Health Advisory Levels are levels at which concentrations of the contaminant present a health risk. Contaminant (units) SMCL (ppm) PHGS or HAL (ppm) Level Found Range Sample Date (If prior to 2025) Typical Source of Contaminant CHLORIDE (ppm) 250 n/a 16 16 Runoff/leaching from natural deposits, road salt, water softeners SULFATE (ppm) 250 n/a 22 21 - 22 Runoff/leaching from natural deposits, industrial wastes Manganese (ppm) 0.05 0.3 0.00053 0.00053 Leaching from natural deposits TOTAL DISSOLVED SOLIDS (ppm) 500 n/a 160 140 - 160 Runoff and leaching from natural deposits; seawater influence pH 6.5 – 8.5 n/a 7.8 7.6 – 7.8 Runoff and leaching from natural deposits; seawater influence Silver (ppm) 0.1 0.05 0.0013 0.0013 Runoff from industrial waste Zinc (ppm) 5.0 n/a 0.0022 0.0022 Corrosion of household plumbing systems; erosion of natural deposits PAGE 34 Unregulated Contaminants: Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. EPA required us to participate in this monitoring. Lawrence Waterworks has no detections to report. Contaminant (units) Level Found Range Sample Date (if prior to 2025) SODIUM (ppm) 9.1 8.6-9.1 PFAS Contaminants with a Recommended Health Advisory Level Perfluoroalkyl and polyfluoroalkyl substances (PFAS) are a large group of human-made chemicals that have been used in industry and consumer products worldwide since 1950. The following table list PFAS contaminants which were detected in your water and that have a recommended Health Advisory Level (HAL). There are no violations for detections of contaminants that exceed recommended Health Advisory Levels. The Recommended Health Advisory Levels are levels at which concentrations of the contaminant present a health risk and are based on guidance provided by the Wisconsin Department of Health Services. Note: The recommended health-based levels in the table below were in effect in 2024. These levels were revised by WDHS in 2025. They can be found here https://www.dhs.wisconsin.gov/water/gws.htm Typical Source of Contaminant Drinking water is one way that people can be exposed to PFAS. In Wisconsin, two- thirds of people use groundwater as their drinking water source. PFAS can get in groundwater from places that make or use PFAS and release from consumer products in landfills. Contaminant (units) Site RPHGS or HAL (PPT) Level Found Range Sample Date (if prior to 2025) PFBS (ppt) 450000 0.30 0.30 4/18/2023 PFHXS (ppt) 40 0.47 0.47 4/18/2023 PFOS (ppt) 20 1.10 1.10 4/18/2023 PFOA (ppt) 20 1.70 1.70 4/18/2023 PFHXA (ppt) 150000 1.20 1.20 4/18/2023 PFOA AND PFOS TOTAL (ppt) 20 2.80 2.80 4/18/2023 PFAS Source: Drinking water is one way that people can be exposed to PFAS. In Wisconsin, two-thirds of people use groundwater as their source. PFAS can get in groundwater from places that make or use PFAS and releases from certain types of waste in landfills. PAGE 35 Synthetic Organic Contaminants including Pesticides and Herbicides Contaminant (units) Site MCL MCLG Level Found Range Sample Date (if prior to 2025) Violation Typical Source of Contaminant ATRAZINE (ppb) 3 3 0.031 0.031 4/19/2023 No Runoff from herbicide used on row crops Contaminants with a Public Health Groundwater Standard, Health Advisory Level, or a Secondary Maximum Contaminant Level The following table lists contaminants which were detected in your water and that have either a Public Health Groundwater Standard (PHGS), Health Advisory Level (HAL), or a Secondary Maximum Contaminant Level (SMCL), or both. There are no violations for detections of contaminants that exceed Health Advisory Levels, Public Health Groundwater Standards or Secondary Maximum Contaminant Levels. Secondary Maximum Contaminant Levels are levels that do not present health concerns but may pose aesthetic problems such as objectionable taste, odor, or color. Public Health Groundwater Standards and Health Advisory Levels are levels at which concentrations of the contaminant present a health risk. Contaminant (units) Site SMCL (ppm) PHGS or HAL (ppm) Level Found Range Sample Date (if prior to 2025) Typical Source of Contaminant SULFATE (ppm) 250 21.00 21.00 Runoff/leaching from natural deposits, industrial wastes Monitoring Violations Description Contaminant Group Sample Location Compliance Period Beginning Compliance Period Ending DBP Monitoring/Reporting Service Area #4 Dbp Distribution S ystem 4/1/12025 6/30/2025 We are required to monitor your drinking water for specific contaminants on a regular basis. Results of regular monitoring are an indicator of whether or not your drinking water meets health standards. During the compliance period noted in the above table, we did not complete all monitoring or testing for the contaminant(s) noted and therefore cannot be sure of the quality of your drinking water during that time. Actions Taken Village staff had taken the correct type of sample however it was taken from the wrong sampling site, staff has reviewed sampling site location identifications to avoid this from recurring. Turbidity Monitoring In accordance with s. NR 810.29, Wisconsin Administrative Code, the treated surface water is monitored for turbidity to confirm that the filtered water is less than 0.1 NTU/0.3NTU. Turbidity is a measure of the cloudiness of water. We monitor for it because it is a good indicator of the effectiveness of our filtration system. During the year, the highest single entry point turbidity measurement was 0.05 NTU. PAGE 36 TO: Site Review Committee RE: 5076 Founders Terrace, HB-523-2; Site Plan Modifications FROM: Todd Gerbers, Director of Planning & Code Compliance DATE: May 20, 2026 GENERAL INFORMATION 1. Applicants/Agent: Bayland Buildings 2. Owner: Bone Voyage 3. Parcel: HB-523-2 4. Zoning: PDD#1: Centennial Centre at Hobart District ZONING REQUIREMENTS The property owner of parcel HB-523-2, located at 5076 Founders Terrace, is proposing some modifications to the previously conditionally approved site plans for their new development. This request is for the proposed modifications to be reviewed with the Committee directing the applicant to proceed accordingly. A final drawing of the proposed site plans will be submitted at a later date pending direction from the Site Review Committee. The proposed modifications include: 1. The removal of some tree planting and installing an 8 foot high privacy fence in the areas where the trees would be eliminated. 2. Relocation of the planned detached storage building. 3. Relocation of the planned pool. 4. Removal of natural grass in the fenced in “play/exercise” areas and the installation of turf over crushed gravel. (previously conditionally approved site plan had 61.88 % greenspace, and with the turf, then the total site would have approximately 37.84 % greenspace) As noted above, and before they incurred the additional costs of redrawing the final site plan, the applicant is requesting review of the proposed modifications to gauge the Committee’s thoughts. If viewed favorably, the applicant will redraw the proposed modifications and submit a final plan encompassing all the modifications for a review by the Committee at a later date. RECOMMENDATION/CONDITIONS Staff has a favorable recommendation to the proposed modifications, and the SRC should detail any concerns to the applicant for them to address prior to drafting the final site plans. ISSUE: Site plan modification to the previously conditionally approved development RECOMMENDATION: Direct developer an applicant to draft modifications on a new site plan and submit for final action at a future SRC meeting. PAGE 37 11/2025 2035587 LANDSCAPING 2035587 LLP AJB MRL L1LANDSCAPING PLAN SITE DEVELOPMENT OF BONE VOYAGE FOR BAYLAND BUILDINGS, INC. VILLAGE OF HOBART BROWN COUNTY, WISCONSIN 1 12/15/2025 MRL CONSTRUCTION PLAN SET NORTH SCALE IN FEET 0' 20' 40' STH "29-32" FOUNDERS TERRACE FENCED PLAY YARD PROPOSED BUILDING 9,990 S.F. FENCED CONCRETE PLAY YARD FENCED POOL YARD FENCED PLAY YARD TRASH ENCLOSURE MONUMENT SIGN SIGN SHED DRY POND 2-1/2" CALIPER* 2-1/2 CALIPER* 6' TOTAL AUTUMN BLAZE MAPLE WHITE OAK JUNIPER "WICHITA BLUE" COMMON NAME PLANT SIZESYMBOL 2 2 24 29 QUANTITY TREE LEGEND LATIN NAME ACER X FREEMANII QUERCUS ALBA JUNIPERUS SCOPULORMA 'WICHITA' REMOVE TOP 1/3 OF BURLAP 12" COMPACTED SETTING BED 2" MULCH MATERIAL 3-3" DIA. CEDAR STAKE MOUNDED EARTH SAUCER 2" X 4" X 30" GUYING STAKE STAKES SET 18" BELOW TREE PIT IN UNDISTURBED GROUND TYPICAL PLANTING, GUYING AND SPIKING EVERGREEN TREE DETAIL NOTE: STAKE EVERGREEN TREES BELOW 8' HEIGHT GUY TREES ABOVE 8' HEIGHT 18" 6" SPECIFIED SOIL MIXTURE RUBBER HOSE #12 GALV. WIRE REMOVE TOP 1/3 OF BURLAP COMPACTED SETTING BED MOUNDED EARTH SAUCER 12" 2" MULCH MATERIAL 3-3" DIA. CEDAR STAKE APPROVED TREE WRAP RUBBER HOSE #12 GALV. WIRE 2" X 4" X 30" GUYING STAKES STAKES SET 18" BELOW TREE PIT IN UNDISTURBED GROUND TYPICAL PLANTING, GUYING AND SPIKING DECIDUOUS TREE DETAIL NOTE: STAKE TREES UNDER 3" CALIPER. GUY TREES OVER 3" CALIPER SPECIFIED SOIL MIXTURE 18" 6" PAGE 38 PAGE 39 PAGE 40 PAGE 41 PAGE 42 PAGE 43 PAGE 44 PAGE 45 MetroCount Traffic Executive Speed Statistics SpeedStat‐145 ‐‐ English (ENU) Datasets:  Site: [Cyrus]  Unit 2 Attribute: In  front of 1035 ‐ East of Bridge Direction: 2  ‐ East bound, A trigger first. Lane: 0 Survey Duration: 14:04  Thursday, June 4, 2026 => 7:43 Friday, June 12, 2026, Zone: File: Cyrus  0 2026‐06‐12 0744.EC0 (Plus ) Identifier: XG21436A  MC5900‐X13 (c)MetroCount 09Nov16  Algorithm: Factory default axle (v5.08) Data type: Axle  sensors ‐ Paired (Class/Speed/Count) Profile: Filter time: 14:05  Thursday, June 4, 2026 => 7:43 Friday, June 12, 2026  (7.73498) Included classes: 1,  2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 Speed range: 6  ‐ 99 mph. Direction: North,  East, South, West (bound), P = East, Lane = 0‐16 Separation: Headway > 0 sec, Span 0 ‐ 328.084 ft Name: Default  Profile Scheme: Vehicle  classification (Scheme F3) Units: Non  metric (ft, mi, ft/s, mph, lb, ton) In profile: Vehicles  = 3033 / 3490 (86.91%)  Speed Statistics    SpeedStat‐145 Site: Cyrus.0.0E   Description: Unit  2 Filter time: 14:05  Thursday, June 4, 2026 => 7:43 Friday, June 12, 2026  Scheme: Vehicle  classification (Scheme F3) Filter: Cls(1 ‐13) Dir(NESW) Sp(6,99) Headway(>0) Span(0 ‐ 328.084) Lane(0‐16) Vehicles = 3033 Posted speed limit = 45 mph, Exceeding = 1004 (33.10%), Mean Exceeding = 49.36 mph Maximum = 88.6 mph, Minimum = 8.3 mph, Mean = 41.6 mph 85% Speed = 48.54 mph, 95% Speed = 53.02 mph, Median = 42.28 mph 12 mph Pace = 37 ‐ 49, Number in Pace = 2028 (66.86%) Variance = 69.31, Standard Deviation = 8.33 mph Speed Bins (Partial days)   Speed   |      Bin      |     Below     |     Above     |  Energy   |   vMult | n * vMult   0 ‐   6 |      0 0.000% |      0 0.000% |   3033 100.0% |      0.00 |    0.00 |   PAGE 46    0.00   6 ‐  12 |     30 0.989% |     30 0.989% |   3003 99.01% |      0.00 |    0.00 |      0.00  12 ‐  19 |     52 1.714% |     82 2.704% |   2951 97.30% |      0.00 |    0.00 |      0.00  19 ‐  25 |     40 1.319% |    122 4.022% |   2911 95.98% |      0.00 |    0.00 |      0.00  25 ‐  31 |    127 4.187% |    249 8.210% |   2784 91.79% |      0.00 |    0.00 |      0.00  31 ‐  37 |    419 13.81% |    668 22.02% |   2365 77.98% |      0.00 |    0.00 |      0.00  37 ‐  43 |   1100 36.27% |   1768 58.29% |   1265 41.71% |      0.00 |    0.00 |      0.00  43 ‐  50 |    932 30.73% |   2700 89.02% |    333 10.98% |      0.00 |    0.00 |      0.00  50 ‐  56 |    254 8.375% |   2954 97.40% |     79 2.605% |      0.00 |    0.00 |      0.00  56 ‐  62 |     57 1.879% |   3011 99.27% |     22 0.725% |      0.00 |    0.00 |      0.00  62 ‐  68 |     13 0.429% |   3024 99.70% |      9 0.297% |      0.00 |    0.00 |      0.00  68 ‐  75 |      5 0.165% |   3029 99.87% |      4 0.132% |      0.00 |    0.00 |      0.00  75 ‐  81 |      2 0.066% |   3031 99.93% |      2 0.066% |      0.00 |    0.00 |      0.00  81 ‐  87 |      1 0.033% |   3032 100.0% |      1 0.033% |      0.00 |    0.00 |      0.00  87 ‐  93 |      1 0.033% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00  93 ‐  99 |      0 0.000% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00  99 ‐ 106 |      0 0.000% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 106 ‐ 112 |      0 0.000% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 112 ‐ 118 |      0 0.000% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 118 ‐ 124 |      0 0.000% |   3033 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 Total Speed Rating = 0.00 Total Moving Energy (Estimated) = 0.00 Speed limit fields (Partial days)     | Limit                     |     Below     |     Above       0 | 45 (PSL)                  |   2029  66.9% |   1004  33.1% PAGE 47 MetroCount Traffic Executive Speed Statistics Cyrus Drive ‐ By Green Acres Court Datasets:  Site: [Cyrus]  MTE factory setup Attribute: East  of S. Pinetree ‐ By Green Acres Ct. Direction: 6  ‐ West bound A>B, East bound B>A. Lane: 1 Survey Duration: 13:59  Thursday, June 4, 2026 => 7:49 Friday, June 12, 2026, In profile: Vehicles  = 2698 / 2701 (99.89%) Speed Statistics    Vehicles = 2698 Posted speed limit = 45 mph, Exceeding = 216 (8.006%), Mean Exceeding = 48.62 mph Maximum = 83.2 mph, Minimum = 8.6 mph, Mean = 35.0 mph 85% Speed = 42.61 mph, 95% Speed = 46.53 mph, Median = 35.68 mph 12 mph Pace = 31 ‐ 43, Number in Pace = 1640 (60.79%) Variance = 64.44, Standard Deviation = 8.03 mph Speed Bins (Partial days)   Speed   |      Bin      |     Below     |     Above     |  Energy   |   vMult | n * vMult   0 ‐   6 |      0 0.000% |      0 0.000% |   2698 100.0% |      0.00 |    0.00 |      0.00   6 ‐  12 |     28 1.038% |     28 1.038% |   2670 98.96% |      0.00 |    0.00 |      0.00  12 ‐  19 |    103 3.818% |    131 4.855% |   2567 95.14% |      0.00 |    0.00 |      0.00  19 ‐  25 |    127 4.707% |    258 9.563% |   2440 90.44% |      0.00 |    0.00 |      0.00  25 ‐  31 |    444 16.46% |    702 26.02% |   1996 73.98% |      0.00 |    0.00 |      0.00  31 ‐  37 |    914 33.88% |   1616 59.90% |   1082 40.10% |      0.00 |    0.00 |      0.00  37 ‐  43 |    756 28.02% |   2372 87.92% |    326 12.08% |      0.00 |    0.00 |      0.00  43 ‐  50 |    268 9.933% |   2640 97.85% |     58 2.150% |      0.00 |    0.00 |      0.00  50 ‐  56 |     48 1.779% |   2688 99.63% |     10 0.371% |      0.00 |    0.00 |      0.00  56 ‐  62 |      7 0.259% |   2695 99.89% |      3 0.111% |      0.00 |    0.00 |      0.00  62 ‐  68 |      2 0.074% |   2697 100.0% |      1 0.037% |      0.00 |    0.00 |      0.00  68 ‐  75 |      0 0.000% |   2697 100.0% |      1 0.037% |      0.00 |    0.00 |      0.00 PAGE 48  75 ‐  81 |      0 0.000% |   2697 100.0% |      1 0.037% |      0.00 |    0.00 |      0.00  81 ‐  87 |      1 0.037% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00  87 ‐  93 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00  93 ‐  99 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00  99 ‐ 106 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 106 ‐ 112 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 112 ‐ 118 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 118 ‐ 124 |      0 0.000% |   2698 100.0% |      0 0.000% |      0.00 |    0.00 |      0.00 Total Speed Rating = 0.00 Total Moving Energy (Estimated) = 0.00 Speed limit fields (Partial days)     | Limit                     |     Below     |     Above       0 | 45 (PSL)                  |   2482  92.0% |    216   8.0% PAGE 49 Page 1 of 3 MEMORANDUM TO: Village Board FROM: Aaron Kramer, Village Administrator and Jerry Lancelle, Director of Public Works RE: Public Works Work Week Scheduling DATE: June 25th 2026 BACKGROUND Several public works crew members have shown in terest in a 4/10 work schedule, and a few have expressed some reservations to this type of schedule; there are considerations for and against this type of work schedule. Staff can see the benefits to a longer workday in project efficiency and scheduling, although realize residents, builders and contractors may not lik e the prospect of having limited or no public work crew member availability on Fridays. The following is our current sc hedule and proposed schedules for a 4/10 work week with some options for a 4/10 sched ule. None of the proposed schedule changes would affect current crewmember pay rates or PTO allotments. CURRENT AND PROPOSED SCHEDULE 5-day work week  Monday through Thursday: 6:00am to 2:30pm – no scheduled lunch break  Fridays: 6:00am to 12:00pm Proposed Schedule: 4-day work week:  Monday through Thursday: 6:00am to 4:00pm  Lunch Breaks? – See Wisconsin DWD explanation below  Friday: Off- emer gency call in only Optional 4-day work week:  3 crewmember Team A - Monday through Thursday: 6:00am to 4:00pm  Lunch Breaks? – See Wisconsin DWD explanation below  3 crewmember Team B - Tuesday through Friday: 6:00am to 4:00pm  Lunch Breaks? – See Wisconsin DWD explanation below Other options which would involve additional scheduling challenges:  Employee choice.  Employees select their off day (subject to coverage requirements). Maximum flexibility, but harder to manage  Rotating day off.  Employees rotate which day they take off. Maintains daily coverage but requires more scheduling coordination. NOTE: All proposed schedules maintain 1 crew member on 24-hour emergency call in. PAGE 50 Page 2 of 3 PROS AND CONS Pros  Productivity extended with daily shifts (e.g., 6:00 a.m. to 4:00 p.m.) allow road crews, parks departments, and utility workers to accomplish more uninterrupted labor on a specific job site before packing up.  Allow appointments for services to be made for a broader time frame during the work week.  Maximize onsite time - Less travel, set up and ta ke down for projects that span multiple workdays.  Employees cut down on travel time to wo rk, enjoy consistent three-day weekends  May reduce overtime with longer workday ~Yard waste, snow removal, resident service calls.  Allows employees to have more days off per year with no reduction on hours worked Cons  Longer workdays can lead to increased fatigue  No resident or contractor appointments are available on Fridays  Potential for increased overtime on Fridays.  Possible conflict with employee childcare challenges OTHER MUNICIPALITIES Several municipalities around Wisconsin have moved to 4/10 schedule of some form to aid in employee retention and recruitment with good results. Brown County Highway Department runs a 4/10 schedule for the summer months and reverts to a 5/8 schedule for t he winter. Below is BC Highways work schedule policy: Summer Schedule: Second Monday of April to the first Monday of October. The regular work day will be from 6:00 a.m. to 4:00 p.m., Monday through Thursday. The work day will consist of ten (10) hours. During a regular work day, employees will be given two (2) paid 15 minute breaks, to be taken during mid-morning and mid-afternoon. The breaks shall be staggered among the construction work force to provide for continuous operation of the paver, concrete work, and other road and bridge construction projects. There is no unpaid 30 minute break for lunch with this schedule. Winter Schedule: First Monday of October to the second Monday of April. The r egular work day will be from 7:00 a.m. to 3:00 p.m., Monday through Friday. During a regular work da y, employees will be given two (2) paid 15 minute breaks, to be taken during mid- morning and mid-afternoon. There is no unpaid 30 minute break for lunch with this schedule. The Plowing Season is defined as being from the second Monday of November to the second Monday of April (a period of 21 weeks during the wint er). During the Plowing Season, the regular work day for highway crew and highway mechanics will be from 7:00 am to 3:00 pm, Monday through Friday except when plowing is required for snow and ice events which will follow the applicable plowing schedule (which will be considered their assigned work schedule): PAGE 51 Page 3 of 3 PAGE 52 Page 1 of 2 MEMORANDUM TO: Village Administrator, Village Board FROM: Jerry Lancelle, Director of Public Works RE: Snowplow Chassis and Plow Package quotes DATE: June 25, 2026 A Request for Proposals (RFP) for a new 2027 Truck Chassis and Plow Package was prepared to replace the 2010 International plow truck currently in service, the completed Plow Truck is expected to be available for the 2027 winter season. The RFPs for both proposals are included on page 2. The Truck Chassis RFP was sent to six truck manufacturers with four RFPs returned by the deadline of June 5th. The Plow Package RFP was sent to three Body Upfitters with two RFPs returned by the June 5th deadline. RFPs were opened and reviewed for compliance with the specifications and available options. Staff have attached the summarized RFPs. Staff will have all RFPs available at the meetings for review and questions. Staff is recommending the approval of: Packer City Trucks for a 2027 International Model HU607 single axle chassis for $121,715.00 to include the four options listed on the summary. Monroe Truck Equipment for a Monroe patrol truck equipment package to include 11’ front blade, 9’ wing, dual material discharge with pre-wet system for $170,662.00 Funding for the Chassis and Plow Package are from #004-53100-015 New Equipment Capitol PAGE 53 Page 2 of 2 2026 Plow truck Chassis RFP Budget: $140,000.00 Qualified Bid Summary Company Make Model Price Quality Truck Care Center Western Star 47X $131,952.00 Truck Country Freightliner 108SD $126,000.00 Packer City International HU607 $119,495.00 Kriete Mack Granite $143,270.00 Kriete Mack(2025) Granite $133,327.00 Packer City International HU607 $119,495.00 Warranty Options: Engine /Powertrain - 2 Years Stainless Steel Cooler Lines $600.00 Emission Systems - 5 Years Rhino lined cab floor $720.00 Body/Chassis - 1 Year Frame undercoating $500.00 Cab undercoating $400.00 With all Options $121,715.00 Truck Country Freightliner 108SD $126,000.00 Warranty Options: Engine /Powertrain - 2 Years Stainless Steel Cooler Lines $0.00 Emission Systems - 5 Years Rhino lined cab floor $0.00 Body/Chassis - 1 Year Frame undercoating $0.00 Cab undercoating $0.00 With all Options $126,000.00 2026 Plow Equipment RFP Budget: $175,000.00 Monroe Monroe Paraglide $160,458.00 Warranty Options: Plow Package - 1 Year Extendable Hydraulic Wing $5,677.00 Hydraulics/controls - 2 Year Dual Salt discharge $1,876.00 Dump Box - 5 Year Full front blade trip $2,651.00 Hoist - 2 Year With all Options $170,662.00 Truck Equipment Universal $190,605.00 Warranty Options: Plow Package - 1 Year Extendable Hydraulic Wing $7,400.00 Hydraulics/controls - 1 Year Dual Salt discharge $3,920.00 Dump Box - 1 Year Full front blade trip $3,620.00 Hoist - 1 Year With all Options $205,545.00 PAGE 54 Village of Hobart Department Of Public Works 46,000 G.V.W. Truck Dump/Plow Package Specifications ______________ ***** Request for Proposal #2026-002 Proposal Due Date: 3:00pm June 5 th, 2026, At the Village of Hobart 2990 S. Pine Tree Rd. Hobart WI. 54155 PAGE 55 SECTION I. GENERAL Proposal Sealed proposals will be received to the attention of the Director of Public Works at Hobart 2990 S. Pine Tree Rd, Hobart, WI. 54155 up to, but not later than 3:00pm June 5 th, 2026, for the furnishing of one (1) Dump Body and Plow Package and Mounting to a 46,000 G.V.W. Truck Cab & Chassis. All proposals must be submitted on proposal forms supplied by the Village of Hobart. The proposals will be reviewed after 3:00pm June 5th, 2026, with clarification request sent to vendors as needed. No proposals shall be withdrawn after 3:00pm June 5 th, 2026, without the consent of the Village of Hobart for a period of forty-five (45) consecutive days from the scheduled time of closing bids. The Village reserves the right to accept or reject any or all proposals and to waive any informalities. Bid Bond/Delivery Guaranty A bid bond shall not be required. However, If the vendor cannot furnish adequate assurances on a delivery date, they may be disqualified from consideration of the bid award. The Village reserves the right to include the shortest possible delivery date as consideration in the award. Request for proposals All RFPs must be submitted on forms supplied by the Village and must include all items called for on the proposal forms. Complete written technical explanation of any items "not as specified" must accompany the bid documents. Additional documents may be included to expand on description of items proposed. Information For additional information or questions, call Director Public Works, Jerry Lancelle at 920-869-3807, or e-mail Jerry@Hobartwi.gov PAGE 56 SECTION II. DETAILED SPECIFICATIONS This proposal shall be for new production models to be used by the Department of Public Works. These specifications shall become a part of the final contracts. The vendor shall fill in the questionnaire sheet completely, giving accurate information. If any proposal has any exceptions to these specifications, such exceptions must be stated in writing and described in detail. Exceptions must be referenced to the corresponding paragraph in these specifications. There is no intention to disqualify any bidder who can meet the intent of these specifications without necessarily being in compliance with minor details. Specifications Proposal to be included. It is the intent of these specifications to purchase the Dump Body and Plow Package consisting of a 11' reversible plow, 9' patrol wing, tailgate spreader, and pre-wet system in a heavy-duty design to withstand municipal service and mounting of the package on a 46,000 G.V.W. Truck Cab & Chassis, Chassis will be awarded the same time as this proposal. Bidder shall be required to work with awarded vendor for the truck chassis. (Specifications available upon request). M i n i m u m S p e c i f i c a t i o n s : M e e t s / E x c e p t i o n 1. Dump Box a. 11’ Stainless Steel Frameless Dump Body b. 42” box side with provision for side boards c. Bulkhead minimum height to cover truck cab d. Cab shield to be 18” minimum _____________ e. A i r a c t i v a t e d t a i l g a t e l o c k s f. Drivers side front ladder outside and inside of box g. Shovel holders (2) on side of box, exact location to be determined at time of build _____________ h. Double acting telescoping cylinder _____________ i. Rear axle fenders mounted to dump box _____________ j. Mud flaps mounted behind fenders to frame _____________ k. Rub rail along entire bottom edge of box sides _____________ l. Easily accessible grease banks for all grease points _____________ 2. Lighting a. A l l L E D l i g h t i n g b. Solid mounted beacon on cab shield Green/Amber/White _____________ c. 2 Green /Amber/White strobes mounted rear facing on dump box and/or frame d. 2 b a c k u p l i g h t s e. 4 strobes lights mounted forward facing on cab, mirrors, or fenders f. Amber Strobe light mounted on end of wing, rear facing _____________ g. Work lights for wing, sander, inside box, and mid frame under truck exact location TBD h. All required DOT lighting in addition to chassis lighting i. All lights to be controlled separately by factory mounted switches in chassis cab PAGE 57 Minimum Specifications: Meets / Exception 3. Hydraulic and Control Package a. Complete hydraulic and control system for all plows and prewetting equipment _____________ b. Front Mounted Hydraulic Pump – 6.0cid minimum c. Force America (or similar) “Patrol Commander Ultra” control i. Optional “CommandAll” control” _____________ d. Chassis transmission shifter to be located on plow control arm e. Stainless Steel Hydraulic tank and valve enclosure f. Force America 5100Ex (or similar) spreader control g. Road speed, auger, and prewet sensors for true rate control/monitoring ____________ 4. Front Plow a. 1 1 ’ R e v e r s i b l e f r o n t p l o w , J s t y l e b. B l a d e t r i p e d g e s y s t e m i. Option for full blade trip _____________ c. M i n i m u m 3 / 1 6 ” m o l d b o a r d d. P l o w m a r k e r s a n d s n o w f l a p i n c l u d e d e. P a r k i n g s t a n d i n c l u d e d f. 8”x 1” blade with carbide faced curb guard _____________ g. L o o p s t y l e h i t c h 5. Wing a. F r o n t m o u n t 9 ’ P o s t l e s s d e s i g n W i n g b. Rear lift linkage design _____________ c. T r i p E d g e s y s t e m i. Option for extendable hydraulic wing _____________ d. Minimum 3/16” moldboard _____________ e. 8” x ¾” blade with carbide faced curb guard ______ f. P l o w m a r k e r o n e n d o f b l a d e g. Air bag assist mounted on passenger side front axle, gauge to be mounted in cab _____________ PAGE 58 Minimum Specifications: Meets / Exception 6. Under Tailgate Mounted Spreader and pre-wet system a. S t a i n l e s s s t e e l c o n s t r u c t i o n b. D i r e c t D r i v e a u g e r m o t o r c. 9 ” m i n i m u m d i a m e t e r a u g e r Self-leveling spinner, left hand discharge i. Option – Dual left and right discharge _____________ d. Greaseable “seal saver” installed on auger motor e. Stainless steel two piece spreader side shields mounted to tailgate _____________ f. 150-gallon poly tailgate/truck frame saddle tank(s) pre-wet system with pump and flow m o n i t o r i n g 7. Miscellaneous a. All straps and mounting accessories to be stainless steel b. All tanks and enclosures are to be stainless steel unless otherwise specified _____________ c. A l l w i r i n g t o b e w e a t h e r p r o o f d. Areo 550 Electric Tarp System _____________ e. Custom rear bumper to protect frame and support 2 ½” receiver hitch (20,000 LB) and 2 ¾” d rings w/breakaway attach loop _____________ f. 7 - w a y R V p l u g w / t r a i l e r b r a k e c o n t r o l l e r g. Couplers/connections for brine, salter and spinner to be mounted in post/underside of box _____________ h. All chassis modifications required to mount plow package included _____________ PAGE 59 Please List Standard Warranty Coverage For The Following: P l o w p a c k a g e _ _ _ _ _ Hydraulic package ______ Plow Control ________________________________________________________________________ Box / hoist ______ Guarantee All component items shall carry a minimum one-year guarantee on workmanship and material. All safety devices shall be installed. All equipment must function properly as it was designed to. Any components found defective or inoperable will be repaired by vendor. Vendor will provide pickup and delivery of vehicle. Repairs will be completed within 48 hours of pickup unless other arrangements are agreed upon with the Village of Hobart. Patent Protection The seller shall protect and save harmless the buyer from any patent infringements on mechanical devices or process for which the equipment may be used. Manufacturer’s Specifications Bidder must specify model of equipment and attach the manufacturer's specifications with the proposal form for all items included in the mechanical specifications. Demonstrations Bidders may be required to demonstrate equipment prior to awarding the contract for purchase PAGE 60 Proposal # 2026-101 PROPOSAL DUE DATE: 3:00pm June 5th 2026, Village of Hobart 2990 S. Pine tree Rd. Hobart, Wisconsin 54155 The undersigned hereby proposes to furnish one (1) complete plow package as specified in these documents and mounted to a 46,000 G.V.W. Truck Cab & Chassis. P l o w P a c k a g e $ B r a n d a n d M o d e l E a r l i e s t G u a r a n t e e d D e l i v e r y D a t e A R O VILLAGE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY OR ALL PROPOSALS, OR TO ACCEPT THE PROPOSAL WHICH, IN ITS OPINION, IS DEEMED MOST ADVANTAGEOUS TO THE VILLAGE OF HOBART S i g n a t u r e T i t l e C o m p a n y A d d r e s s E - m a i l T e l e p h o n e N o . M o b i l e N o . F a x N o . Date MARK ENVELOPE: Proposal: Dump Body and Plow Package BID DUE DATE: 3:00pm June 5th 2026 PAGE 61 Village of Hobart Department Of Public Works 46,000 G.V.W. Truck Dump/Plow Package Specifications _________________ ***** Request for Proposal #2026-100 Proposal Due Date: 3:00pm June 5 th, 2026, At Village of Hobart 2990 S. Pine Tree Rd. Hobart WI. 54155 PAGE 62 SECTION I. GENERAL Proposal Sealed proposals will be received to the attention of the Director of Public Works at Hobart 2990 S. Pine Tree Rd, Hobart, WI. 54155 up to, but not later than 3:00pm June 5 th, 2026, for the furnishing of one (1) 46,000 G.V.W. Truck Cab & Chassis. All proposals must be submitted on proposal forms supplied by the Village of Hobart. The proposals will be opened and read aloud at the close of the receipt of bids. No bids shall be withdrawn after opening of the proposals without the consent of the Village of Hobart for a period of forty-five (45) consecutive days from the scheduled time of closing bids. The Village reserves the right to accept or reject any or all proposals and to waive any informalities. Bid Bond/Delivery Guaranty A bid bond shall not be required. However, If the vendor cannot furnish adequate assurances on a delivery date, they may be disqualified from consideration of the bid award. The Village reserves the right to include the shortest possible delivery date as a consideration in the award. Bids All bids must be submitted on proposal forms supplied by the Village and must include all items called for on the proposal forms. Complete written technical explanation of any items "not as specified" must accompany the bid documents. Information For additional information or questions, call Director Public Works, Jerry Lancelle at 920-869-3807, or e-mail Jerry@Hobartwi.gov PAGE 63 SECTION II. DETAILED SPECIFICATIONS This proposal shall be for new production models to be used by the Department of Public Works. These specifications shall become a part of the final contracts. The bidder shall fill in the questionnaire sheet completely, giving accurate information. If any proposal has any exceptions to these specifications, such exception must be stated in writing and described in detail. Exceptions must be referenced to the corresponding paragraph in these specifications. There is no intention to disqualify any bidder who can meet the intent of these specifications without necessarily being in compliance with minor details. Specifications Proposal to be included. It is the intent of these specifications to purchase a Dump Body and Plow Package consisting of a 6-7 yd. dump body, 11' reversible plow and 9' patrol wing, successful Bidder shall be required to work with awarded vendor for the truck chassis. M i n i m u m S p e c i f i c a t i o n s : M e e t s / E x c e p t i o n 1. Engine a. Cummins L9 370 HP, 1250 FT/LB Or Equivalent 2. Electronic Parameters a. 72 MPH speed limit _____________ b. No Idle Shutdown _____________ c. Factory Installed Electronic Throttle Control _____________ d. Electronic Engine Shutdown Protective System _____________ e. Engine Exhaust Brake With Dash Mounted Switch _____________ f. Head Light to Plow Head Light Switch _____________ g. At least 6 factory upfitter switches _____________ 3. Engine Equipment a. 12v 160-amp Alternator b. M i n i m u m O f T w o 9 5 0 c c a B a t t e r i e s c. Engine Mounted Oil Check And Fill d. Battery Box Mounted Under or Behind Cab ______ e. Remote Battery Jump Start Lugs In An Easily Accessible Location f. F r o n t M o u n t e d P T O e f f e c t s g. Engine Exhaust Brake With Dash Mounted Switch h. After treatment System To Be Mounted Under RH Side Of Cab i. Vertical Exhaust With Turn Out On Top Mounted To B Pillar j. Stainless Steel After treatment /Stack Shields k. DEF Tank Mounted On LH of Vehicle As Close To Fuel Tank As Possible l. Combination Full Flow/Bypass Oil Filter m. Constant Tension Clamps For All Coolant Hoses n. E n g i n e B l o c k H e a t e r PAGE 64 Minimum Specifications: Meets / Exception 4. Transmission a. Allison 3000 RDS Automatic Transmission With PTO Provision 5. Transmission Equipment a. Factory Allison Performance Shift Tuning b. Extended in-cab wiring harness for plow package shift mounting c. O n b o a r d S e l f D i a g n o s t i c s d. S y n t h e t i c T r a n s m i s s i o n F l u i d e. Transmission shift control shall be push button style with extra wiring to relocate from floor or dash to the body controls f. Engine Mounted Transmission Oil Check/Fill (LH Side) relocated from floor or dash to the body controls 6. Front Axle And Suspension a. S e t b a c k F r o n t A x l e C o n f i g u r a t i o n b. 20,000# Taper Leaf Front Suspension c. B r a k e D u s t S h i e l d s d. F r o n t S h o c k A b s o r b e r s e. D u a l S t e e r i n g G e a r s f. Oil Bath Wheel Hubs With Viewable Caps 7. Rear Axle And Suspension a. 26,000# Single Rear Axle b. Driver Controlled Traction Differential Lock c. 26,000# Taper Leaf Spring with Auxiliary helper Spring d. R e a r S h o c k A b s o r b e r s 8. Brake System a. A B S A i r B r a k e S y s t e m b. Air Dryer With Built In Heater Mounted Inboard Of Frame c. Air Tanks To Be Mounted Between Frame Rails d. Air Tanks Are To Be Equipped With Petcock Drains e. Air Tanks Are To Be Aluminum Or Stainless If Possible f. Factory Equipped Electric Trailer Brake Controller g. M i n i m u m 1 8 . 7 C F M A i r C o m p r e s s o r h. Trailer Wiring Also To Be Included Run To Rear Of Truck With 3 Feet Of Extra Cord and 7-way RV Trailer Receptacle PAGE 65 Minimum Specifications Meets / Exception 9. Wheelbase And Frame a. Frame To Be A Single C Channel With Minimum 120KSI Yield b. Integral Front Frame Extended A Minimum Of 20 Inches Past Grill c. Integral Rear Frame Extended A Minimum 12 Inches Past Rear Suspension Components d. Cab To Axle Measurement Is To Be minimum of 85 Inches e. Heavy Duty Suspension Cross Members If Available f. Frame clearance for under-body blade mounting g. F r o n t A n d R e a r T o w L o o p s h. Frame Is To Have Clean Outboard Frame Rails From Cab To Axle 10. Fuel Tank And Equipment a. 80 Gallon Aluminum Fuel Tank LH Side Mounted b. Fuel Tank Straps And Steps Are To Be Stainless Steel c. Fuel Tank Is To Be Mounted As Far Forward As Possible d. Frame Mounted Fuel Water Separator With Water In Fuel Light 11. Tires And Wheels a. Front Tires Are To Be Michelin XZU-S2 315/80/22.5 315/80/22.520 Or Equivalent b. Rear Tires Are To Be Michelin XDS2 12Rx22.5 16 or Equivalent c. Front Wheels Are To Be 22.5 Aluminum Hub Piloted With A 10,000 lb Rating d. Rear Wheels Are To Be 22.5 Aluminum Hub Piloted With A 9,000 lb Rating 12. Cab Exterior a. Non-Removable Bug Screen Mounted Behind Grill b. Added On Front Fender Extensions c. L H A n d R H C a b E n t r y G r a b H a n d l e s d. Roof Mounted Stainless Air Horn W i t h S n o w S h i e l d e. Cab Visor Mounted Over Windshield f. L o w e r R H D o o r W i n d o w g. Dual West Coast Style Heated Door Mounted Mirrors With Lower Heated Convex Mirrors on Each Side h. RH And LH 8 Inch Stainless Steel Fender Mounted Convex Mirrors With Tripod Brackets Or Equivalent i. T i n t e d C a b G l a s s j. Windshield Is To Be One Piece, Heated With In Cab Switch k. Paint: Base Coat Clear Coat Omaha Orange PAGE 66 Minimum Specifications: Meets / Exception 13. Cab Interior a. Forward Roof Mounted Console With Upper Storage Compartments b. C e n t e r S t o r a g e C o n s o l e O n B a c k W a l l c. D a s h M o u n t e d C u p H o l d e r s d. H e a t e r D e f r o s t e r A n d A i r C o n d i t i o n e r e. Snow shield For HVAC Ducting If Available f. Power Windows And Power Locks (No Auto Door Locks) g. T i l t S t e e r i n g W h e e l h. 1 2 v P o w e r R e c e p t a c l e M o u n t e d I n D a s h i. Premium High Back Air Suspension Driver Seat W/Armrests j. Basic High Back Non-Suspension Passenger Seat k. Driver And Passenger Interior Sun Visors l. T w o ( 2 ) U S B r e c e p t a c l e s m o u n t e d i n d a s h 14. Instruments And Controls a. Primary and Secondary Air Pressure Gauges With Low Pressure Alarm b. Intake Mounted Air Restriction Gauge c. F u e l G a u g e d. R P M G a u g e e. S p e e d o m e t e r f. V o l t G a u g e g. C o o l a n t T e m p e r a t u r e G a u g e h. T r a n s m i s s i o n T e m p e r a t u r e G a u g e i. D E F G a u g e j. O i l P r e s s u r e G a u g e k. C r u i s e C o n t r o l l. Dash Display Diagnostics m. Standard Vehicle Speed Sensor With Additional Signal Pigtail Located Between Driver And Passenger Seats For Customer Use n. Six - pack of factory mounted wired switches mounted in dash 20amps each with remote power module located in cab o. Self-Canceling Turn Signals With 4 Way Flashers And No Brake Light Priority p. One 30 Amp Always Hot Feed In Cab For 2 Way Radio PAGE 67 Please List Standard Warranty Coverage For The Following: E n g i n e / P o w e r t r a i n E m i s s i o n S y s t e m s B o d y / C h a s s i s Guarantee All component items shall carry a minimum one-year guarantee on workmanship and material. All safety devices shall be installed. All equipment must function properly as it was designed to. Any components found defective or inoperable will be repaired by vendor. Vendor will provide pickup and delivery of vehicle. Repairs will be completed within 48 hours of pickup unless other arrangements are agreed upon with the Village of Hobart. Patent Protection The seller shall protect and save harmless the buyer from any patent infringements on mechanical devices or process for which the equipment may be used. Manufacturer’s Specifications Bidder must specify model of equipment and attach the manufacturer's specifications with the proposal form for all items included in the mechanical specifications. Demonstrations Bidders may be required to demonstrate equipment prior to awarding the contract for purchase PAGE 68 Proposal # 2026-100 PROPOSAL DUE DATE: 3:00pm June 5th 2026, Village of Hobart 2990 S. Pine tree Rd. Hobart, Wisconsin 54155 The undersigned hereby proposes to furnish one (1) 46,000 G.V.W. Truck Cab & Chassis in accordance with the attached specifications. 46,000 G.V.W. Truck Chassis $ O p t i o n a l E x t e n d e d W a r r a n t y C o v e r a g e $ M a k e a n d M o d e l E a r l i e s t G u a r a n t e e d D e l i v e r y D a t e A R O VILLAGE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY OR ALL BIDS, OR TO ACCEPT THE PROPOSAL WHICH, IN ITS OPINION, IS DEEMED MOST ADVANTAGEPOUS TO THE VILLAGE OF HOBART S i g n a t u r e T i t l e C o m p a n y A d d r e s s E - m a i l T e l e p h o n e N o . M o b i l e N o . F a x N o . Date MARK ENVELOPE: BID ON ONE (1) 46,000 G.V.W. TRUCK CAB and CHASSIS Bid BID DUE DATE: 3:00pm June 5 th 2026, PAGE 69