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VILLAGE BOARD AGENDA (REGULAR) – JUNE 3RD 2025 - 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 June 3rd 2025 at 6:00 P.M. at the Village Office (2990 South Pine Tree Road). NOTICE OF POSTING: Posted this 30th day of May, 2025 at the Hobart Village Office and on the village website. MEETING NOTICE – VILLAGE BOARD (Regular) Date/Time: Tuesday June 3rd 2025 (6:00 P.M.) Location: Hobart Village Office (2990 South Pine Tree Road) 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 5. CONSENT AGENDA (These items may be approved on a single 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 3); B. VILLAGE BOARD: Minutes of May 20th 2025 (Regular) (Page 6); C. SITE REVIEW COMMITTEE – Minutes of April 16th 2025 (Page 9); D. PLANNING AND ZONING COMMISSION – Minutes of April 9th 2025 (Page 10) 6. ITEMS REMOVED FROM CONSENT AGENDA 7. CITIZENS’ COMMENTS/RESOLUTIONS/PRESENTATIONS (Please limit citizens’ comments to no more than three minutes) A. DISCUSSION AND ACTION – Resolution 2025-05 (A RESOLUTION APPROVING THE COMPLIANCE MAINTENANCE ANNUAL REPORT FOR THE YEAR 2024) (Page 11) 8. VILLAGE ADMINISTRATOR’S REPORT/COMMUNICATIONS A. INFORMATION 1. Village Investment and Financial Report (Page 22) 2. 2024 Consumer Confidence Report Data Village of Hobart Water Utility (Page 29) 9. COMMITTEE REPORTS AND ACTIONS A. DISCUSSION AND ACTION - Final Plat for Enclave Estates Subdivision, Parcel HB-353, 1300 Block of S. Pine Tree Road (Planning and Zoning Commission) (Page 37) Lexington Homes, Inc. is proposing a 23-lot subdivision in the 1300 Block of S. Pine Tree Rd. (parcel HB-353). The plat that ha s been submitted is the final plat that would have 23 single-family lots, and 1 Outlot (largely for storm water and environmental sensitive areas). The only change from the preliminary plat to this final plat is the establishment of “storm sewer easements” in three locations on the plat. B. INFORMATION - Request for new freestanding signage located at 1045 Cyrus Drive (HB-194-4) (Page 44) Packerland Pizza, located at 1045 Cyrus Dr., has recently been co nstructed and is submitting for review and action of a propose d freestanding sign. During the original site review back in October 2023, signage was not finalized and therefore not submitted at that time. The developer has since finalized the signage and is requesting review of the proposed freestanding sign. (Site Review Committee) VILLAGE BOARD AGENDA (REGULAR) – JUNE 3RD 2025 - Page 2 of 2 10. OLD BUSINESS A. DISCUSSION AND ACTION – 2024 Sewer Rates (Page 47) Using the Village’s Sewer Rate formula, the sewer rate for 2025 is proposed to remain stable at $8.14 per 1,000 gallons. Staff would recommend a public hearing on the proposed rate be set for the June 17th Board meeting. B. DISCUSSION AND ACTION – Ordinance 2025-07 (AN ORDINANCE TO CREATE SECTION 27 (FEEDING OF DEER PROHIBITED) OF ARTICLE IV (VICIOUS ANIMALS PROHIBITED; PIGEONS) OF CHAPTER 102 (ANIMALS) AND TO RENAME ARTICLE IV (VICIOUS ANIMALS PROHIBITED; PIGEONS) OF THE MUNICIPAL CODE OF THE VILLAGE OF HOBART, BROWN COUNTY, WISCONSIN) (Page 52) The purpose of this Ordinance is to protect the health, safety, general welfare and property of citizens and landowners in the Village of Hobart. The Village has an abundance of deer which can create many problems including threats to traffic safety, damage to real and personal property, damage to plant life and, through the spread of disease including chronic wasting disease, a threat to publi c safety. The effect of these problems on persons and property is more pronounced in areas of higher residential density. This ordinance aims to reduce the elements of attraction for deer and the intensity of the deer population, especially in residential areas. C. DISCUSSION AND APPROVAL – Employee Assistance Program contract with Employee Resource Center (Page 54) This program with ERC provides for the Employee Assistance Prog ram for the Village employees, at a cost of $3,500 per year, a $ 400 increase from the current contract. D. DISCUSSION - Items for future agenda consideration or Committee assignment E. ADJOURN to CLOSED SESSION: 1. Under Wisconsin State Statute 19.85 (1) (e): Deliberating or negot iating the 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: Sale or Purchase of Property/TID Projects/Development Agreements 2. Under Wisconsin State Statute 19.85 (1) (g): Conferring with lega l 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 F. CONVENE into open session G. ACTION from closed session 12. ADJOURN ____________________________ Aaron Kramer, Village Administrator UPCOMING BOARD MEETINGS Tuesday June 17th 2025 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) * Monday June 23rd 2025 (5:15 PM) – Special Board Meeting at Lawrence Town Hall (2400 Shady Court) Tuesday July 1st 2025 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) Tuesday July 15th 2025 (6:00 PM) – Regular Board Meeting at Village Office (2990 South Pine Tree Road) * - This is a joint meeting with the Lawrence Town Board. NOTE: Page numbers refer to the meeting packet. All 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 ta ken on any of the items described or listed in this agenda. There may be Board members attending this meeting by telephone if necessary. PAGE 3 PAGE 4 PAGE 5 VILLAGE BOARD MINUTES – MAY 20TH 2025 - Page 1 of 3 Village of Hobart Village Office 2990 S. Pine Tree Rd, Hobart, WI www.hobartwi.gov - www.buildinhobart.com MEETING MINUTES – VILLAGE BOARD (REGULAR) Date/Time: Tuesday May 20th 2025 (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. The meeting was called to order by Rich Heidel at 6:04 pm. Dave Dillenburg, Vanya Koepke, Melissa T anke, 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 l aw agenda requirements and approve the agenda. MOTION: Heidel SECOND: Tanke 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 single 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 6 th 2025 (Special) and May 12 th 2025 (Special) C. BOARD APPOINTMENT – Melissa Tanke to the Planning and Zoning Commission, replacing Dave Dillenburg as a Board representative. ACTION: To approve the Consent Agenda as presented, with the exception of check number 70370, which will be pulled for review. The check amount is $3,058.98, while the related invoice is less than $1,000. Approval of this item (check 70370) is pending confir mation of the correct total. MOTION: Heidel SECOND: Zittlow VOTE: 5-0 6. ITEMS REMOVED FROM CONSENT AGENDA – Removal of check number 70370 to confirm with the treasurer on the amount. 7. CITIZENS’ COMMENTS, RESOLUTIONS AND PRESENTATIONS - The following people addressed the Board: None A. DISCUSSION AND ACTION – Resolution 2025-04 (A RESO LUTION REFLECTING THE VILLA GE OF HOBART SUPPORTING BROWN COUNTY TO PURCHASE NEW ES&S DS-300 VOTER TABULATING MACHINES ON BEHALF OF ALL BROWN COUNTY MUNICIPALITIES) - This resolution is in support of Brown County purchasing new tabulator machines to conduct elections, and to ensure voting accuracy, security, and transparency in the future. The current tabulators are more than a decade old and are in need of replacement. ACTION: Approval of Resoluti on 2025-04 in support of the County pu rchasing new ES&S DS-300 Voter Tabulating Machines MOTION: Heidel SECOND: Koepke VOTE: 5-0 B. PRESENTATION – Hobart-Lawrence Intergovernmental Police Protective Service Agreement - This proposed agreement refines and modernizes the joint police department’s framework, addressing gaps in the Second Agreement, which was adopted in 2011. The changes promote fairness, efficiency, and adaptability, ensuring high-quality police services for Hobart and Lawrence. Police C hief Renkas will make the presentation. Staff is recommending a joint meeting with the Lawrence Town Board in June for action on the proposal. Chief Renkas’ presentation emphasizing equitable protection for each municipality. The framework also provides flexib ility for PAGE 6 VILLAGE BOARD MINUTES – MAY 20TH 2025 - Page 2 of 3 future growth and expansion, along with provisions to accommodate a municipality’s decision to separate, ensuring operational continuity in all scenarios. 8. VILLAGE ADMINISTRATOR’S REPORT/COMMUNICATIONS A. INFORMATION – 2025-2026 Liquor and Cigarette Licenses - All Liquor and Cigarette Licenses expire June 30th of each year, and the new licenses take effect July 1st. This item is for information only. No action required. B. INFORMATION – Hobart-Lawrence Police Department First Quarter 2025 Report - 2 officers patrolling 50 square miles – response times are quite impressive, considering the coverage area. Village Administrator Kramer provided the Board with the 2025 Budget book which included the most recently approved audit numbe rs, and said the Budget can be found on the Village website. He said the Site Review Committee will meet tomorrow (May 21st). A sew er rate study has been completed and will be presented to the Boar d at their next meeting. Kramer noted that Village Treasurer Sta cy Bell and Utility Clerk Susan Davis worked with him on the st udy. The Village Office will be closed on Monday, May 26 th, for Memorial Day. The Public Works Department is now fully staffed, including seasonal help (seasonal workers started on Monday). 9. COMMITTEE REPORTS AND ACTIONS – None 10. OLD BUSINESS A. DISCUSSION AND ACTION – Proposal for Financial Management Assessment with Baird - The Board postponed action on the proposed agreement with Baird for their Financial Management Asse ssment program until tonight’s meeting. ACTION: To approve the agreement with Baird for their Financial Management Assessment program MOTION: Dillenburg SECOND: Tanke VOTE: 5-0 B. DISCUSSION AND ACTION – Policy 2025-03 (PUBLIC SPEAKING AT A VILLAGE MEETING) - The purpose of this policy is to provide guidelines and best practices for the public relative to speaking at Village meetings, including Board and committee/commission meetings. While each person has the right to state their opinions and disagree with public officials, we ask that all people who participate in a Village meeting be respectful and constructive. ACTION: To approve Policy 2025-03 on Public Speaking at a Village Meeting as presented MOTION: Heidel SECOND: Zittlow VOTE: 5-0 11. NEW BUSINESS A. DISCUSSION AND ACTION – Possible Ban on Feeding of Deer - In light of recent citizen concerns about the deer population in Hobart, staff has been reviewing a number of options, one being a ban on the feeding of deer in residential areas. Discussion: The Village of Howard just approved a similar ban. Administer Kramer spoke on having to address this issue 20 years ago in Ripon as mayor where he investigated a controlled shoot. The DNR can impose bans by counties, but those are only occasionally implemented. This ordinance looks at the root cause and begins with the least drastic of measures to address the issue, allowing for future discussion on more drastic actions if the issue persists. The consensus of the Board was to bring forth the first draft of the ordinance to the next Board meeting. No formal action was taken. B. DISCUSSION AND ACTION – Hobart and Lawrence South Packerland Drive Sewer Agreement 2025 - Lawrence has constructed and currently owns and maintains the South Packerland Drive Sewer pursuant to an agreement with the Green Bay Metropolitan Sewerage District. This agreement acknowledges that Hobart reco gnizes that using the SPD Sewer would improve service to certain areas of Hobart by allowing for gravity service thereby eliminati ng the need for lift stations in those areas. Discussion: This area is experiencing considerable growth. The agre ement will lower the Village’s operating costs and concerns. Regarding sewers, the Vi llage buys space in the pipes (sewers) that run through other municipalities; those costs are paid through sanitary/sewer budget. In order to move forward, an agreement needs to be in place before negotiation of costs can begin. ACTION: To approve the Hobart-Lawrence South Packerland Drive Sewer Agreement 2025 as presented MOTION: Dillenburg SECOND: Koepke VOTE: 5-0 C. DISCUSSION AND ACTION - Proposed Changes to the Lateral Transfer Program – Sa lary Structure Update - To maintain the competitiveness of the Lateral Transfer Program for the Hobart-Lawrence Police Department (HLPD) and align with the new 2025 salary PAGE 7 VILLAGE BOARD MINUTES – MAY 20TH 2025 - Page 3 of 3 structure, staff is proposing updates to the program’s compensation policy, effective for 2025. Discussion: Chief Renkas clarif ied it is a year for year match, up to year five, plus the person’s experience is taken into consideration. The department currently has an eligibility list of officers interested in transferring to the department. ACTION: Approval of the proposed changes to the Lateral Transfer Program – Salary Structure as presented. MOTION: Heidel SECOND: Koepke VOTE: 5-0 D. DISCUSSION AND ACTION – Welcome to Hobart Signage - Staff is proposing locations for the two previously approved Welcome to Hobart signs, as well as the location for a proposed third Welcome to Hobart sign, with the funding to come from the unspent proceeds of the 2024 TID #1 Bond. ACTION: Approval of a third Welcome to Hobart Sign ($5,160) to come out of the 2024 TID #1 Bond and approval of the locations as presented. MOTION: Dillenburg SECOND : Koepke VOTE: 4-0 (Tanke was not present at the time of the vote). E. DISCUSSION AND ACTION – Recommendation on Request for Proposals for Garbage/Recycling Service - The Village’s current 10-year contract with GFL for garbage and recycling services ends later this year. The Village sent out a Request for Proposals this past winter and received three (3). Discussion: Administrator Kramer had each company price out weekly and bi-weekly schedules. Rate s have been frozen and have not increased since before the pandemic. Residents will be getting new bins regardless of the Village staying with GFL or switching to a different company. Staff recommendation – GFL. Administrator Kramer and Director of Public Works Lancelle will reapproach the Board if they feel negotiations are not going well to restart the process. ACTION: To authorize the Village Administrator and Director of Public Works to enter into negotiations with GFL on a new contract for garbage and recycling services to be in effect from September 1, 2025, through August 31, 2036. MOTION: Heidel SECOND: Koepke VOTE: 5-0 F. DISCUSSION - Items for future agenda consideration or Committee assignment – None ACTION: To take a short recess at 7:58 PM before going into closed session MOTION: Heidel SECOND: Dillenburg VOTE: 5-0 F. ADJOURN to CLOSED SESSION (8:21 PM) – ACTION: To go into closed session 1) Under Wisconsin State Statute 19.85 (1) (e): Deliberating or negotiating the 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: Sale or Purchase of Property/TID Projects/Development Agreements, 2) Under Wisconsin State Statute 19.85 (1) (g): Conf erring 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; Refund of Late Fee on Property Tax Payment; Potential Litigation MOTION: Heidel SECOND: Dillenburg VOTE: 5-0 NOTE: Tanke left the closed session at 8:55 PM. G. CONVENE into open session (9:29 PM) – MOTION: Heidel SECOND: Koepke VOTE: 4-0 H. ACTION from closed session – None 12. ADJOURN (9:29 PM) – MOTION: Heidel SECOND: Dillenburg VOTE: 4-0 Respectfully submitted by Amanda Wangerin, Deputy Clerk PAGE 8 Village of Hobart Site Review Committee Minutes Hobart Village Office; 2990 S. Pine Tree Rd, Hobart, WI Wednesday, April 16, 2025 – 5:00 pm ______________________________________________________________________________ 1. Call to Order, Roll Call: The meeting was called to order by Dave Dillenburg at 5:30 pm. Roll call: Dave Baranczyk, Steve Riley, Tammy Zittlow, and Dave Dillenburg were present. Excused: Rick Nuetzel, Tom Tengowski, and Peter Zobro. 2. Verify/Modify/Approve Agenda: Motion by Dave Dillenburg, to amend the agenda to delete item 5, seconded by Dave Baranczyk. Motion carried 4-0. 3. Approval of Site Review Minutes: Motion by Steve Riley to approve the February 19, 2025 minutes, seconded by Dave Baranczyk. Motion carried 4-0. 4. Public Comment on Non-Agenda Items: None. ACTION ITEMS 5. DISCUSSION AND ACTION – Election of Committee Chairperson and Vice-Chairperson – Item was deleted in item 2. 6. DISCUSSION AND ACTION - New 3,200 square foot vehicle/storage building and associated site improvements (3734 W. Mason Street, HB-1402) This property located at 3734 W. Mason St. (HB-1402) is current location of the Brown County West Landfill & Transfer Station, and the property owner is proposing to construct a new 3,200 square foot vehicle parking/storage building along with associated site improvements. Motion by Steve Riley to conditionally approval of this site plan, subject to the following condition: 1. Any additional mechanical equipment, if located on the roof or ground, shall be screened from view by materials compatible with the building or landscaping. Seconded by Tammy Zittlow. Motion carried 4-0. 7. DISCUSSION - Items for future agenda consideration – Anticipate that we will have a meeting in May. 8. ADJOURN - Motion by Dave Baranczyk to adjourn at 5:48 pm, seconded by Tammy Zittlow . Motion carried 4-0. Respectfully submitted by Lisa Vanden Heuvel, Village Clerk PAGE 9 PLANNING AND ZONING COMMISSION MINUTES – APRIL 9TH 2025 Village of Hobart Planning & Zoning Commission Minutes Hobart Village Office; 2990 S. Pine Tree Rd, Hobart, WI Wednesday, April 9, 2025 – 5:30 pm ROUTINE ITEMS TO BE ACTED UPON: 1. Call to order/Roll Call – The meeting was called to order by Rich Heidel at 5:30 pm. Jeff Ambrosius, Tom Dennee, Dave Dillenburg, David Johnson, John Rather, Bob Ross, 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. MOTION: Ambrosius SECOND: Ross VOICE VOTE: 6-0. 3. Approval of Minutes of the March 19, 2025 meeting – ACTION: To approve the Minutes of the March 19, 2025 as presented . MOTION: Ross SECOND: Johnson VOICE VOTE: 6-0. 4. Public Comment on Non-Agenda Items – None. 5. DISCUSSION AND ACTION – Consider a two lot CSM dividing one parcel into two separate parcels of 7.15 acres and 5.23 acres (327 Riverdale Drive, HB-1384) The property owner located at 327 Riverdale Dr. (HB-1384) currently has one parcel of 12.38 acres and is proposing a two lot Ce rtified Survey Map (CSM) that would create one additional new lot. This proposed CSM will establish two separate parcels of 7.15 acres (noted as Lot 1 on the CSM) and 5.23 acres (noted as Lot 2 on the CSM) respectively. There is a proposed “access easement” located along a portion of the front yard of Lot 1 to provide access to the proposed Lot 2. The property is currently partially developed with a dwelling on proposed Lot 1 and the remainder of the property is largely utilized for agriculture. The entire property is zoned A-2: Exclusive Agricultural District. The A-2 zoning district requires a minimum parcel size of 5 acres and minimum lot frontage of 200 feet. Both proposed lots meet or exceed these minimum requirements as proposed. ACTION: To conditionally approve a two lot CSM dividing one parcel into two separate parcels of 7.15 acres and 5.23 acres (327 Riverdale Drive, HB-1384) as submitted noting that this would be approval for both the preliminary and final CSM should there be no adjustments to the final CSM subject to the following condition: 1. Payment of the required Park Fee of $300.00 (one new lot). MOTION: Heidel SECOND: Ross VOICE VOTE: 6-0. 6. ADJOURN (6:01 PM) – MOTION: Ambrosuis SECOND: Dillenburg VOICE VOTE: 6-0. Respectfully submitted by Lisa Vanden Heuvel, Village Clerk PAGE 10 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 Financial Management 1. Provider of Financial Information Name: Stacy Bell Telephone: 920-869-3830 (XXX) XXX-XXXX E-Mail Address (optional): Stacy@hobartwi.gov 2. Treatment Works Operating Revenues 2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater treatment plant AND/OR collection system ? Yes (0 points) No (40 points) If No, please explain: 2.2 When was the User Charge System or other revenue source(s) last reviewed and/or revised? Year: 2023 0-2 years ago (0 points) 3 or more years ago (20 points) N/A (private facility) 2.3 Did you have a special account (e.g., CWFP required segregated Replacement Fund, etc.) or financial resources available for repairing or replacing equipment for your wastewater treatment plant and/or collection system? Yes (0 points) No (40 points) 0 REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3] 3. Equipment Replacement Funds 3.1 When was the Equipment Replacement Fund last reviewed and/or revised? Year: 2024 1-2 years ago (0 points) 3 or more years ago (20 points) N/A If N/A, please explain: 3.2 Equipment Replacement Fund Activity 3.2.1 Ending Balance Reported on Last Year's CMAR $ 147,316.38 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) $ 0.00 3.2.3 Adjusted January 1st Beginning Balance $ 147,316.38 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 20,206.40 PAGE 11 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 0.00 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 167,522.78 All Sources: This ending balance should include all Equipment Replacement Funds whether held in a bank account(s), certificate(s) of deposit, etc. 3.2.6.1 Indicate adjustments, equipment purchases, and/or major repairs from 3.2.5 above. 3.3 What amount should be in your Replacement Fund? $ 167,522.78 Please note: If you had a CWFP loan, this amount was originally based on the Financial Assistance Agreement (FAA) and should be regularly updated as needed. Further calculation instructions and an example can be found by clicking the SectionInstructions link under Info header in the left-side menu. 3.3.1 Is the December 31 Ending Balance in your Replacement Fund above, (#3.2.6) equal to, or greater than the amount that should be in it (#3.3)? Yes No If No, please explain. 0 4. Future Planning 4.1 During the next ten years, will you be involved in formal planning for upgrading, rehabilitating, or new construction of your treatment facility or collection system? Yes - If Yes, please provide major project information, if not already listed below. No Project # Project Description Estimated Cost Approximate Construction Year 1 New subdivision with sewer and water utilities in 2024 $1,200,000 2024 2 Eliminating Lift Station in Service area #3 $580,000 2024 5. Financial Management General Comments ENERGY EFFICIENCY AND USE 6. Collection System 6.1 Energy Usage 6.1.1 Enter the monthly energy usage from the different energy sources: COLLECTION SYSTEM PUMPAGE: Total Power Consumed Number of Municipally Owned Pump/Lift Stations: 4 PAGE 12 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 2,545 3 February 2,457 5 March 2,446 8 April 3,885 3 May 3,195 2 June 2,442 2 July 2,215 3 August 1,582 3 September 1,504 3 October 1,613 2 November 2,348 2 December 3,317 3 Total 29,549 39 Average 2,462 3 6.1.2 Comments: 6.2 Energy Related Processes and Equipment 6.2.1 Indicate equipment and practices utilized at your pump/lift stations (Check all that apply): Comminution or Screening Extended Shaft Pumps Flow Metering and Recording Pneumatic Pumping SCADA System Self-Priming Pumps Submersible Pumps Variable Speed Drives Other: 6.2.2 Comments: 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Year: By Whom: Describe and Comment: PAGE 13 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 6.4 Future Energy Related Equipment 6.4.1 What energy efficient equipment or practices do you have planned for the future for your pump/lift stations? Performing quarterly wet well cleaning to improve overall operation and efficiency . Total Points Generated Score (100 - Total Points Generated) Section Grade PAGE 14 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 Sanitary Sewer Collection Systems 1. Capacity, Management, Operation, and Maintenance (CMOM) Program 1.1 Do you have a CMOM program that is being implemented? Yes No If No, explain: 1.2 Do you have a CMOM program that contains all the applicable components and items according to Wisc. Adm Code NR 210.23 (4)? Yes No (30 points) N/A If No or N/A, explain: 1.3 Does your CMOM program contain the following components and items? (check the components and items that apply) Goals [NR 210.23 (4)(a)] Describe the major goals you had for your collection system last year: Increase maintenance and cleaning of wet wells on lift stations. Did you accomplish them? Yes No If No, explain: Organization [NR 210.23 (4) (b)] Does this chapter of your CMOM include: Organizational structure and positions (eg. organizational chart and position descriptions) Internal and external lines of communication responsibilities Person(s) responsible for reporting overflow events to the department and the public Legal Authority [NR 210.23 (4) (c)] What is the legally binding document that regulates the use of your sewer system? Sewer Use Ordinance If you have a Sewer Use Ordinance or other similar document, when was it last reviewed and revised? (MM/DD/YYYY) 2023-09-09 Does your sewer use ordinance or other legally binding document address the following: Private property inflow and infiltration New sewer and building sewer design, construction, installation, testing and inspection Rehabilitated sewer and lift station installation, testing and inspection Sewage flows satellite system and large private users are monitored and controlled, as necessary Fat, oil and grease control Enforcement procedures for sewer use non-compliance Operation and Maintenance [NR 210.23 (4) (d)] Does your operation and maintenance program and equipment include the following: Equipment and replacement part inventories Up-to-date sewer system map A management system (computer database and/or file system) for collection system information for O&M activities, investigation and rehabilitation PAGE 15 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 A description of routine operation and maintenance activities (see question 2 below) Capacity assessment program Basement back assessment and correction Regular O&M training Design and Performance Provisions [NR 210.23 (4) (e)] What standards and procedures are established for the design, construction, and inspection of the sewer collection system, including building sewers and interceptor sewers on private property? State Plumbing Code, DNR NR 110 Standards and/or local Municipal Code Requirements Construction, Inspection, and Testing Others: Overflow Emergency Response Plan [NR 210.23 (4) (f)] Does your emergency response capability include: Responsible personnel communication procedures Response order, timing and clean-up Public notification protocols Training Emergency operation protocols and implementation procedures Annual Self-Auditing of your CMOM Program [NR 210.23 (5)] Special Studies Last Year (check only those that apply): Infiltration/Inflow (I/I) Analysis Sewer System Evaluation Survey (SSES) Sewer Evaluation and Capacity Managment Plan (SECAP) Lift Station Evaluation Report Others: 0 2. Operation and Maintenance 2.1 Did your sanitary sewer collection system maintenance program include the following maintenance activities? Complete all that apply and indicate the amount maintained. Cleaning 22 % of system/year Root removal 0 % of system/year Flow monitoring 0 % of system/year Smoke testing 0 % of system/year Sewer line televising 22 % of system/year Manhole inspections 18 % of system/year Lift station O&M 8 # per L.S./year Manhole rehabilitation 0 % of manholes rehabbed Mainline rehabilitation 0 % of sewer lines rehabbed Private sewer inspections 0 % of system/year Private sewer I/I removal 0 % of private services PAGE 16 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 River or water crossings 0 % of pipe crossings evaluated or maintained Please include additional comments about your sanitary sewer collection system below: 3. Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 34.69 Total actual amount of precipitation last year in inches 31.61 Annual average precipitation (for your location) 54.5 Miles of sanitary sewer 4 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 0 Number of basement backup occurrences 4 Number of complaints Average daily flow in MGD (if available) Peak monthly flow in MGD (if available) Peak hourly flow in MGD (if available) 3.2 Performance ratios for the past year: 0.00 Lift station failures (failures/year) 0.00 Sewer pipe failures (pipe failures/sewer mile/yr) 0.00 Sanitary sewer overflows (number/sewer mile/yr) 0.00 Basement backups (number/sewer mile) 0.07 Complaints (number/sewer mile) Peaking factor ratio (Peak Monthly:Annual Daily Avg) Peaking factor ratio (Peak Hourly:Annual Daily Avg) 4. Overflows LIST OF SANITARY SEWER (SSO) AND TREATMENT FACILITY (TFO) OVERFLOWS REPORTED ** Date Location Cause Estimated Volume None reported ** If there were any SSOs or TFOs that are not listed above, please contact the DNR and stop work on this section until corrected. 5. Infiltration / Inflow (I/I) 5.1 Was infiltration/inflow (I/I) significant in your community last year? Yes No If Yes, please describe: 5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in your collection system, lift stations, or treatment plant at any time in the past year? Yes No If Yes, please describe: PAGE 17 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: 5.4 What is being done to address infiltration/inflow in your collection system? Total Points Generated Score (100 - Total Points Generated) Section Grade PAGE 18 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 Grading Summary WPDES No: 0047341 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Financial Collection TOTALS 0 0 GRADE POINT AVERAGE (GPA) = Notes: A = Voluntary Range (Response Optional) B = Voluntary Range (Response Optional) C = Recommendation Range (Response Required) D = Action Range (Response Required) F = Action Range (Response Required) PAGE 19 Compliance Maintenance Annual Report Hobart Sewage Collection System Last Updated: Reporting For: 5/29/2025 2024 Resolution or Owner's Statement Name of Governing Body or Owner: Date of Resolution or Action Taken: Resolution Number: Date of Submittal: ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR SECTIONS (Optional for grade A or B. Required for grade C, D, or F): Financial Management: Grade = Collection Systems: Grade = (Regardless of grade, response required for Collection Systems if SSOs were reported) ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL GRADE POINT AVERAGE AND ANY GENERAL COMMENTS (Optional for G.P.A. greater than or equal to 3.00, required for G.P.A. less than 3.00) G.P.A. = PAGE 20 Resolution 2025-05 - Page 1 of 1 RESOLUTION 2025-05 A RESOLU TION APPROVING THE COMPLIANCE MAINTENANCE ANNUAL REPORT FOR THE YEAR 2024 BY THE VILLAGE BO ARD OF THE VILLAGE OF HOBART, WISCONSIN: BE IT RESOLVED by the Village Board of the Village of Hobart, County of Brown, State of Wisconsin, that the Hobart Village Board has reviewed and approved the “Compliance Maintenance Annual Report for 2024”, which is specifically referred to as the “CMAR” relative to the Village’s sanitary sewer collection system, and BE IT FURTHER RESOLVED, that the Hobart Village Board does hereby approve the transfer of $12,000 from the Sanitary Sewer-CMAR Sewer Replace Account (003-00-62000-102-000) to the CMAR Fund-State Investment Pool (003-00-11021-000-00). Adopted this 3 rd day of June, 2025. ________________________________ Richard Heidel, Village Board President Attest: _________________________________ Lisa Vanden Heuvel, Village Clerk _______________________________________ Aaron Kramer, Village Administrator PAGE 21 251,053.27$ 2,662,930.03$ 1,974,626.64$ 4,888,609.94$ 159,812.04$ -$ 1,756,251.22$ 1,916,063.26$ 255,897.67$ 250,336.73$ 599,967.23$ 99,815.79$ 500,419.55$ 746,922.05$ 199,421.26$ 2,652,780.28$ 292,344.21$ 169,954.87$ -$ 462,299.08$ 543,484.77$ 20,164.06$ 48,785.00$ 38,814.17$ 15,000.14$ 86.62$ 36,323.48$ 907,723.21$ 511,044.03$ 8,991,510.62$ 1,476,470.75$ 12,589,406.85$ 22,509,159.41$ 213-2024A Notes 214-2024B Notes Total WISC: FUND TOTAL: 202-Taxable 206-Southwind - TID No. 2 208-2021 Bond Issue #1 209-2021 Bond Issue #2 210-GO Prom Notes Series 2022 212-Gateway Estates 108-TID #1 TID #1 Fund TID #2 Fund Total ADM: Local Government Investment Pool General (State Aid/Revenue) Sewer Replacement (CMAR) Escrow (ARPA) Total WI LGIP: Professional Management Association 102-Debt Service 105-TID #2 Storm Water Fund Total Associated Bank: Stephenson National Bank Checking Sweep Investment - TID Sub-Account Total SNB: American Deposit Management General Account Water Fund Capital Projects Fund Debt Service Fund Investment Portfolio Village Balances as of 4/30/2025 Associated Bank Checking Sweep PAGE 22 PAGE 23 Cash and Equivalent Total Cash and Equivalent $ 34,611.96 1,442.00 4.17% $ 34,611.96 119.10 Fixed Income Asset Description Units Market Value Est. Annual Income Current Cost Accruals Yield Portfolio Investments Account Number: Statement Period: 04/01/25 - 04/30/25 VILLAGE OF HOBART INVESTMENT AGENCY Principal Cash -118,925.00 0.00 0.00% -118,925.00 Income Cash 118,925.00 0.00 0.00% 118,925.00 Goldman Sachs Treasury 34,611.960 34,611.96 1,442.00 4.17% Instruments Portfolio Fund 506 34,611.96 119.10 Apple Inc 50,000.000 49,027.50 1,500.00 3.06% 3.000 11/13/2027 48,912.50 700.00 Callable 8/13/2027 @ 100 Cleveland Cnty OK Isd 2 Moore Txbl 50,000.000 51,545.00 2,500.00 4.85% 5.000 03/01/2028 50,815.50 416.66 Cottage Grove Vlg WI Prom Nts Txbl A 50,000.000 51,525.50 2,500.00 4.85% 5.000 04/01/2028 50,694.00 208.33 Dane Cnty WI Txbl Prom Nts B 50,000.000 50,162.50 2,000.00 3.99% 4.000 06/01/2029 50,421.50 1,161.11 Depere WI Prom Nts Txbl Ser B 50,000.000 50,691.00 2,475.00 4.88% 4.950 09/01/2026 50,000.00 412.50 Exxon Mobil Corp 50,000.000 48,923.00 1,137.00 2.33% 2.275 08/16/2026 48,218.00 236.97 FHLB 4.250 10/22/2029 50,000.000 50,050.00 2,125.00 4.25% Callable 10/22/2026 @ 100 50,000.00 53.12 FHLB 4.500 10/10/2029 50,000.000 49,838.00 2,250.00 4.51% Callable 10/10/2025 @ 100 50,000.00 131.25 FHLB 4.620 12/26/2028 50,000.000 50,112.50 2,310.00 4.61% Callable 12/26/2025 @ 100 50,000.00 802.08 FFCB 3.780 08/15/2025 50,000.000 49,906.00 1,890.00 3.79% Callable 06/02/2023 @ 100 49,786.00 399.00 FFCB 4.625 07/17/2026 50,000.000 50,540.00 2,312.00 4.58% 50,032.50 668.05 Page 2 of 6 PAGE 24 Asset Description Units Market Value Est. Annual Income Current Cost Accruals Yield Account Number: Statement Period: 04/01/25 - 04/30/25 Portfolio Investments VILLAGE OF HOBART INVESTMENT AGENCY FFCB 4.470 03/05/2030 50,000.000 50,384.00 2,235.00 4.44% Callable 03/05/2027 @ 100 50,000.00 347.66 FHLMC 0.8300 07/22/2026 50,000.000 48,168.00 415.00 0.86% Callable 10/22/2023 @ 100 47,135.00 114.12 FHLMC 4.000 08/26/2025 53,000.000 52,905.66 2,120.00 4.01% Callable 09/26/2023 @ 100 52,666.63 382.77 FHLMC 3.500 09/16/2027 50,000.000 49,470.00 1,750.00 3.54% Callable 09/16/2025 @ 100 49,643.00 218.74 FNMA 4.125 08/28/2025 50,000.000 49,941.50 2,062.00 4.13% Callable 02/28/23 @100 49,754.00 360.93 FNMA 4.500 03/24/2028 50,000.000 50,004.50 2,250.00 4.50% Callable 12/24/2025 @ 100 50,000.00 218.75 FNMA 0.600 08/28/2025 75,000.000 74,112.75 450.00 0.61% Callable 08/28/2023 @ 100 73,377.00 78.75 King Cnty WA Txbl 4.819 12/01/2029 45,000.000 46,668.15 2,168.00 4.65% 45,773.10 903.56 Madison WI Txbl Prom Nts Ser B 50,000.000 49,706.50 1,700.00 3.42% 3.400 10/01/2026 49,052.50 141.66 Callable 10/01/2025 @ 100 Menomonee Falls WI Txbl Ref Ser E 50,000.000 49,949.00 1,500.00 3.00% 3.000 06/01/2025 49,451.50 625.00 Olmsted Cnty MN Txbl Ref Ser A 50,000.000 47,655.00 525.00 1.10% 1.050 02/01/2027 46,241.00 131.24 Oregon St Txbl P 1.967 05/01/2026 50,000.000 48,988.00 983.00 2.01% 48,584.50 491.74 Sioux Falls SD Sch Dist 49 5 Txbl 50,000.000 49,602.00 432.00 0.87% .865 08/01/2025 48,877.00 108.12 Tulsa Cnty OK Isd 3 Txbl Broken 50,000.000 50,366.50 2,425.00 4.81% Arrow Board of Education 49,760.00 202.08 4.850 04/01/2026 US Treasury Notes 4.125 10/31/2027 75,000.000 75,963.00 3,093.00 4.07% 74,471.24 8.40 US Treasury Notes 4.500 11/15/2025 75,000.000 75,132.00 3,375.00 4.49% 74,777.07 1,556.97 Page 3 of 6 PAGE 25 Total Fixed Income $ 1,925,007.81 71,316.00 3.71% $ 1,905,087.74 14,887.77 Interest Income Date Income Cash Principal Cash Asset Description Units Market Value Est. Annual Income Current Cost Accruals Yield Total Market Value $ 1,959,619.77 72,758.00 3.71% $ 1,939,699.70 15,006.87 Total Market Value Plus Accruals $ 1,974,626.64 Income Activity Account Number: Statement Period: 04/01/25 - 04/30/25 Portfolio Investments VILLAGE OF HOBART INVESTMENT AGENCY US Treasury Notes 4.625 03/15/2026 75,000.000 75,431.25 3,468.00 4.60% 74,953.64 443.01 US Treasury Notes 4.125 06/15/2026 75,000.000 75,236.25 3,093.00 4.11% 74,464.69 1,164.40 US Treasury Notes 4.625 06/30/2025 75,000.000 75,042.00 3,468.00 4.62% 74,894.96 1,159.44 US Treasury Notes 4.375 08/15/2026 75,000.000 75,561.00 3,281.00 4.34% 74,680.90 679.81 US Treasury Notes 4.625 10/15/2026 75,000.000 75,954.00 3,468.00 4.57% 74,646.41 151.63 US Treasury Bonds 4.875 10/31/2028 75,000.000 78,047.25 3,656.00 4.68% 75,821.60 9.93 Wisconsin St Txbl Ref Ser 3 50,000.000 48,398.50 400.00 0.83% 0.800 05/01/2026 47,182.00 199.99 Cottage Grove Vlg WI Prom Nts Txbl A 5.000 04/01/2028 Int 03/21/24 To 04/01/25 on 50000 04/01/25 2,569.44 FHLB 4.250 10/22/2029 Callable 10/22/2026 @ 100 Int 10/22/24 To 04/22/25 on 50000 04/22/25 1,062.50 FHLB 4.500 10/10/2029 Callable 10/10/2025 @ 100 Int 10/11/24 To 04/10/25 on 50000 04/10/25 1,118.75 Goldman Sachs Treasury Instruments Portfolio Fund 506 Int To 03/31/25 04/01/25 589.10 Page 4 of 6 PAGE 26 Total Interest Income $ 12,511.65 $ 0.00 Purchased Income Total Purchased Income $ -587.50 $ 0.00 Fees/Expenses Total Fees/Expenses $ 0.00 $ -583.20 Date Income Cash Principal Cash Date Income Cash Principal Cash Total Income $ 11,924.15 $ 0.00 Total Disbursements $ 0.00 $ -583.20 Disbursement Activity Account Number: Statement Period: 04/01/25 - 04/30/25 Income Activity VILLAGE OF HOBART INVESTMENT AGENCY Madison WI Txbl Prom Nts Ser B 3.400 10/01/2026 Callable 10/01/2025 @ 100 Int To 04/01/25 on 50,000 04/01/25 850.00 Tulsa Cnty OK Isd 3 Txbl Broken Arrow Board of Education 4.850 04/01/2026 Int To 04/01/25 on 50,000 04/01/25 1,212.50 US Treasury Notes 4.125 10/31/2027 Int To 04/30/25 on 75,000 04/30/25 1,546.87 US Treasury Notes 4.625 10/15/2026 Int To 04/15/25 on 75,000 04/15/25 1,734.37 US Treasury Bonds 4.875 10/31/2028 Int To 04/30/25 on 75,000 04/30/25 1,828.12 Apple Inc 3.000 11/13/2027 Callable 8/13/2027 @ 100 Accrued Int To 04/04/25 Paid on 04/04/25 -587.50 Purchase of 50,000 Monthly Fee To 03/31/25 04/18/25 -583.20 Page 5 of 6 PAGE 27 Date Income Cash Principal Cash Date Proceeds Realized Gain/Loss Date Cost Total Purchases $ 0.00 $ -61,424.15 Purchase Activity Total Sales $ 50,083.20 $ 0.00 Sale Activity Total Non-Cash Transactions $ 304.00 Non-Cash Activity Account Number: Statement Period: 04/01/25 - 04/30/25 VILLAGE OF HOBART INVESTMENT AGENCY Apple Inc 3.000 11/13/2027 Callable 8/13/2027 @ 100 Purchased 50000 04/03/25 04/04/25 -48,912.50 @ 97.825 Goldman Sachs Treasury Purchases (5) 04/01/25 To 04/30/25 04/30/25 -12,511.65 Goldman Sachs Treasury Sales (2) 04/01/25 To 04/30/25 04/30/25 50,083.20 Cottage Grove Vlg WI Prom Nts Txbl A 5.000 04/01/2028 Amortization of Premium 04/01/25 -216.50 Madison WI Txbl Prom Nts Ser B 3.400 10/01/2026 Callable 10/01/2025 @ 100 Accretion of Discount 04/01/25 301.00 Tulsa Cnty OK Isd 3 Txbl Broken Arrow Board of Education 4.850 04/01/2026 Accretion of Discount 04/01/25 115.50 US Treasury Notes 4.125 10/31/2027 Accretion of Discount 04/30/25 98.98 US Treasury Notes 4.625 10/15/2026 Accretion of Discount 04/15/25 112.21 US Treasury Bonds 4.875 10/31/2028 Amortization of Premium 04/30/25 -107.19 Page 6 of 6 PAGE 28 2024 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 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. 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 2 nd Monday 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.Hobart-wi.org. Health Information Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that 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 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 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: Contaminant (units) Service Area # Site MCL MCLG Level Found Range Sample Date (if prior to 2024) Violation TTHM (ppb) 1 D2 80 0 39.7 22.7-65.1 No TTHM (ppb) 1 D12 80 0 37.3 22.7-40.8 No HAA5 (ppb) 1 D2 60 60 10 6-8 No HAA5 (ppb) 1 D12 60 60 8 5-11 No Bromate (ppb) 1 10 10 2.3 0.0-8.8 No HAA5 (ppb) 2 D2 60 60 9 9 No TTHM (ppb) 2 D4 80 0 51.1 51.1 No HAA5 (ppb) 3 D2 60 60 8 8 No TTHM (ppb) 3 D1 80 0 32.8 32.8 No HAA5 (ppb) 4 D1 60 60 36 36 No TTHM (ppb) 4 D1 80 0 67.7 67.7 No Contaminant (units) Service Area # Action Level MCLG 90th Percentile Level Found # Of Results Sample Date (if prior to 2024) Violation COPPER (ppm) 1 AL=1.3 1.3 .6870 0 of 20 results were above the action level. 8/2023 No LEAD (ppb) 1 AL=15 0 2.30 0 of 20 results were above the action level. 7/2023 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 PAGE 32 Typical Source of Contaminant: Corrosion of household plumbing systems, Erosion of natural deposits Unregulated Contaminants Unregulated contaminants are those for which EPA has not established drinking water standards. The purpose of unregulated contaminant monitoring is to assist EPA in determining the occurrence of unregulated contaminants in drinking water and whether future regulation is warranted. EPA required us to participate in this monitoring. Contaminant (units) Level Found Range Sample Date (if prior to 2024) CHLOROMETHANE (METHYLCHLORIDE) (ppb) 0.38 0.38 11/8/2018 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) Service Area # Action Level MCLG 90th Percentile Level Found # Of Results Sample Date (if prior to 2024) Violation COPPER (ppm) 3 AL=1.3 1.3 .2530 0 of 10 results were above the action level. 7/2023 No LEAD (ppb) 3 AL=15 0 0.87 0 of 10 results were above the action level. 7/2023 No 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 33 Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2024) Violation Typical Source of Contaminant ARSENIC (ppb) 10 n/a 1.10 Nd-1.10 2021 No Erosion of natural deposits; Runoff from orchards; Runoff from glass and electronics production wastes BARIUM (ppm) 2 2 .02 .019-.002 No Discharge of drilling wastes; Discharge from metal refineries; Erosion of natural deposits FLUORIDE (ppm) 4 4 0.79 0.75–0.82 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 0.26-0.32 No Runoff from fertilizer use; Leaching from septic tanks, sewa ge; Erosion of natural deposits Nickel (ppb) 100 n/a 1.1 Nd-1.10 2022 No Nickel occurs naturally in soils, groundwater, surface water, and is often used in electroplating, stainless steel, and alloy products Radioactive Contaminants: Contaminant (units) MCL MCLG Level Found Range Sample Date (if prior to 2024) 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 2024) Typical Source of Contaminant PAGE 34 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 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. Service Area 1: Contaminant (units) Level Found Range Sample Date (if prior to 2024) SODIUM (ppm) 8.7 8.638.7 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. Contaminant (units) Date Tested RPHGS or HAL (ppt) Level Found Range PFPeA (ppt) 2023 n/a 1.50 1.40 – 1.60 PFHpA (ppt) 2023 n/a 1.05 0.86 – 1.50 FOSA (ppt) 2023 20 6.55 6.50 – 6.60 PFBA (ppt) 2023 10000 1.80 1.70 – 1.90 PFBS (ppt) 2023 450000 0.32 0.32 - 0.57 PFHxS (ppt) 2023 40 0.69 0.56 – 0.99 PFHxA (ppt) 2023 150000 1.34 1.10 – 1.90 PFNA (ppt) 2023 30 0.57 nd – 0.57 PAGE 35 PFOS (ppt) 2023 20 2.13 1.60 – 2.50 PFOA (ppt) 2023 20 2.19 1.70 – 2.70 PFPeS (ppt) n/a 0.55 nd – 0.55 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 2024) Violatio n Typical Source of Contaminant ATRAZINE (ppb) 3 3 0.0095 0.0071 – 0.0095 2023 No Runoff from herbicide used on Other Compliance Monitoring Violations Description Contaminant Group Sample Location Compliance Period Beginning Compliance Period Ending DBP Monitoring/Reporting Dbp Distribution S ystem 1/12025 3/31/2025 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 sample however it was taken from the wrong sampling site, staff has reviewed sampling site location identifications to avoid this from reoccurring. 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 36 TO: Planning & Zoning Commission RE: Consider Final Plat for Enclave Estates Subdivision, Parcel HB-353, 1300 Block of S. Pine Tree Rd. FROM: Todd Gerbers, Director of Planning & Code Compliance DATE: June 2, 2025 GENERAL INFORMATION 1. Owner: Lexington Homes, Inc. 2. Agent(s)/Petitioner(s): Troy Hewitt / Robert E. Lee & Associates, Inc. 3. Parcel(s): HB-353 4. Present Zoning: PDD #2: Orlando / Packerland Planned Development District ZONING REQUIREMENTS Lexington Homes, Inc. is proposing a 23-lot subdivision in the 1300 Block of S. Pine Tree Rd. (parcel HB-353). The plat that has been submitted is the final plat that would have 23 single-family lots, and 1 Outlot (largely for storm water and environmental sensitive areas). The preliminary plat was submitted and approved back in May 2024 (formerly known as Sanctuary Estates). The final plat has now been completed and submitted for review. The only change from the preliminary plat to this final plat is the establishment of “storm sewer easements” in three locations on the plat. To provide the background on the subdivision plat, this plat follows the recent approval of the newly created single-family residential district in the PDD#2: Orlando / Packerland Planned Development District. By ordinance, all single-family lots shall have a minimum of 55’ of lot width and 7,500 square feet of lot area. There are some lots located along the interior curve of the proposed roadway or along the bulb of the cul-de-sac that are shown to have less than the 55 feet at the front property line. However, they are compliant with the Village Code as the PDD#2 zoning district states: “Exception. Lots located on a cul-de-sac may be reduced so long as the lot width complies with the minimum 55 feet at the front setback line, and such lots maintain the minimum 7,500 square feet in area.”. Based on this exception, these lots will all meet and exceed the 55 foot lot width as required in this zoning district. Public access into this subdivision will be from a new public roadway leading from S. Pine Tree Rd. RECOMMENDATION/CONDITIONS Staff recommends approval of this Final Plat for Enclave Estates as submitted. ISSUE: Review and discuss proposed 23 lot, Single Family Preliminary Plat, Parcel HB-353, 1300 Block of S. Pine Tree Rd. RECOMMENDATION: Staff recommends approval PAGE 37 PAGE 38 PAGE 39 PAGE 40 S51°00'15"E 60.67' S86°18'48"E 111.47' S87°32'45"E 117.13' C27 Lot 8Lot 9 33' Lot BLot 15 Lot 16 Unplatted Lands 35' Lot 8Lot 7 Lot 7Lot 6 Unplatted Lands Lot 3 CSM #9709 Lot 2 CSM #9709 Lot 2 CSM #9708 Unplatted Lands Unplatted Lands Lot 1 CSM #9709 INV:680.06' INV:679.13' INV=679.07' INV=679.86' South Pine Tree Road SOUTH PINE TREE ROAD "Dedicated to the Public" N00°13'30"E 598.30' N00°13'28"E 211.10' 39.93' 108.51' 72.09' N89°00'00"E S61°00'00"E 148.44' S41°30'00"E 292.01' S87°45'00"E 701.11' S21°00'00"W 249.41' 84.44' S60°30'10"W 107.93' S54°11'14"W 160.04' S00°00'00"E N86°05'31"W 166.94' 53.27' N00°13'30"E S85°01'07"W 685.00' 7 11,883 Square Feet 0.273 Acres 6 12,377 Square Feet 0.284 Acres 5 12,765 Square Feet 0.293 Acres 4 13,107 Square Feet 0.301 Acres 3 13,255 Square Feet 0.304 Acres 2 13,385 Square Feet 0.307 Acres 1 18,014 Square Feet 0.414 Acres 17 11,043 Square Feet 0.254 Acres 18 10,895 Square Feet 0.250 Acres 19 10,979 Square Feet 0.252 Acres 20 11,169 Square Feet 0.256 Acres 21 11,249 Square Feet 0.258 Acres 22 11,368 Square Feet 0.261 Acres 23 15,796 Square Feet 0.363 Acres N00°13'28"E 191.87'N00°13'30"E 318.07' 103.09'214.98' N87°45'00"W 615.94' S00°13'30"W 224.15' S00°13'30"W 222.03' S00°52'13"E 219.66' S02°43'16"E 215.65' S04°33'45"E 209.81' S05°11'15"E 202.09' S05°11'15"E 194.02' S05°11'15"E 168.38' N22°17'34"E 144.01' 80.05' 60.04' 56.84' 59.41' 60.51' 60.51' 123.84' C1 N89°46'30"W 152.40' 68.00' 60.00' 24.40' C2 C3 C4 C5 C6 N84°35'15"E 105.64' 31.95' 60.00' 13.69' N84°35'15"E 105.64' 50.55' 55.09' C22 C23 C24 C25 C26 N89°46'30"W 152.40' 30.40' 57.00' 65.00' C28N00°13'30"E 197.05' N00°13'30"E 202.03' N00°13'30"E 196.84' S00°31'02"E 191.63' S02°06'28"E 187.68' S03°41'55"E 185.45' S05°17'22"E 184.93' N05°24'45"W 185.25' N05°24'45"W 153.08' N22°51'48"W 153.62' S53°40'12"E 144.69' S88°20'57"E 149.82' N56°58'18"E 147.72' N22°17'34"E 148.20' S50°10'07"E 129.92' 130.42' S16°34'05"E S21°09'16"W 129.59' S48°38'38"W 122.71' 35.15' 77.32' 57.24' 59.40' 61.69' 61.52' 61.45' 59.85' 59.50' 57.00' 94.88' S85°58'38"E 66.92' 87.98' S45°16'01"E108.95' S32°17'44"E118.81' 231.21' 393.97' 23.62' 33.19' 18.93'196.72' 57.48' 59.65' 19.20' 190.61' 182.65' 19.44' S80°46'57"E 38.03'N90°00'00"E 23.26' 60.73' 50.74' 62.12' 32.78' S85°41'40"E 315.41' 170.85' 23.17' 143.68' 24.70' 120.88' 20.85' 127.35' 34.22' 34.13' 95.79' 281.19' S18°03'59"W 94.55' S32°33'22"W 34.16' S62°36'07"W 90.23' N47°52'24"E 100.65' N28°48'33"E 55.79' 82.73' 16.05' 128.64' 21.53' 101.17' S05°34'58"E 55.95' N61°05'53"E 33.63' N13°44'34"W 54.17' 65.17' 101.77' 8 11,143 Square Feet 0.256 Acres 9 12,838 Square Feet 0.295 Acres 14 10,523 Square Feet 0.242 Acres 13 11,820 Square Feet 0.271 Acres 15 9,838 Square Feet 0.226 Acres C7 C8 C9 C10 C11 C12 C13C14 C15 C16 C17 C18 C19 C20 C21 57.94' 56.81' 17.93' 29.15' 31.52' N05°24'45"W 185.38' 16 11,041 Square Feet 0.253 Acres Village of Hobart Storm Sewer Easement 6' 6' Village of Hobart Storm Sewer Easement 6' 6' 10' 20' 20' Utility Easement Utility Easement Utility Easement Utility Easement 103.89' 12' 12' 12' 12' 50' 50' 50' OUTLOT 1 "Dedicated to the Village of Hobart for Stormwater Management purposes" 173,162 Square Feet 3.975 Acres SANCTUARY COURT "Dedicated to the Public" 28' 28' 70' 75.51' 54.08' 28' 28' ArcLen.= 72.21' ArcLen.= 57.50' ArcLen.=57.50' Arc L en. = 57.50' ArcLen. = 57.50' Arc Len. = 57.32' 25' Building Setback 25' Building Setback 12' 25' 12 11,943 Square Feet 0.274 Acres 11 12,133 Square Feet 0.279 Acres 10 12,032 Square Feet 0.276 Acres S07°45'03"W 23.96' N88°30'54"E 94.90' 23.13' 30' 35' 25' 680 679 681 676 677 678 675 676 675 675 676 677 678 679 680 681 681 681 680 681 678 679 678 683 682 681 680 680 680 678 677 676676 677 677 676 675 675 675 674 676 677 678 679 SAN MH 201 RIM = 676.55' D = 8.25' INV: 668.40' (8"SW) INV: 668.40' (8" SW) R:\4300\4329\4329158\dwg\4329158_preliminary.dwg 50' 25' 0'100' SCALE: 1"= 50' N E W S Set 2.375" outside diameter x 30" iron pipe min. wt. 3.65 lb./lin. ft. Existing 1" iron pipe Existing 2" iron pipe PLSS monument as noted Wetlands delineated by Bay Environmental Strategies, Inc. on 5/27/2023 Environmentally sensitive area (ESA) SANCTUARY ESTATES ALL OF LOT 1, CERTIFIED SURVEY MAP NUMBER 9709, DOCUMENT NUMBER 3053653, LOCATED IN PART OF LOTS 6, 7, 8 AND 9, SECTION 25, TOWNSHIP 23 NORTH, RANGE 19 EAST, VILLAGE OF HOBART, BROWN COUNTY, WISCONSIN All linear measurements have been made to the nearest hundredth of a foot and computed to the nearest hundredth of a foot. All angular measurements have been made to the nearest three seconds and computed to the nearest half second. LEGEND All other lot and outlot corners marked with a 1.125" outside dia x 18" iron pipe weighing 1.13 lbs/lin. ft. DRAWN CHECKED Troy Hewitt Bryan Pfeffer FILE DATE 4329158_preliminary.dwg 4/4/2024 JOB NO. 4329158 PRELIMINARY PLAT Bearings are based on the Brown County Coordinate System. The west line of Lot 6, Section 25, T23N-R19E, bears N00°13'28"E. Troy E. Hewitt Professional Land Surveyor #2831 Robert E. Lee & Associates, Inc. 1250 Centennial Centre Boulevard Hobart, WI 54155Lexington Homes, Inc. 1256 Centennial Centre Boulevard Hobart, WI 54155 OWNER SURVEYOR Lot 15 9,838 Sq.Ft. 0.226 Acres PDD #2: Orlando/Packerland Planned Development District PARCEL ID ZONING MINIMUM LOT AREA AS PLATTED Village of Hobart Department of Administration Brown County 23 Lots 1 Outlot 71,636 Square Feet 1.645 Acres 524,581 Square Feet 12.043 Acres NUMBER OF LOTS PLATTED AREA DEDICATED TO THE PUBLIC PLATTED AREA APPROVING & OBJECTING AUTHORITIES HB-353 LOCATION SKETCH N E W S THIS PLAT CTH "EE" ORLANDO DR SCHEURING RD LOT 8 LOT 10 LOT 9 LOT 14 LOT 12 LOT 11 LOT 13 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 AUTUMN JOY DR S PINE TREE RD SW-SE NE-SE SE-SE LOT 1 LOT 2 LOT 3 LOT 4 PACKERLAND DR TOWN OF LAWRENCE VILLAGE OF HOBART CTH "EB" TAILWINDCROSSING LEAR LN NAVIGATORWAY LEAR LN COPILOT WAY Section 25 T23N R19E Brown County, Wisconsin Not to Scale LOT 7 NW - SW SOUTHWIND ESTATES LOT 5 SHEET NO. 1 of 1 719.62' N00°13'30"E 1317.92' West 14 Corner of Section 25 T23N-R19E Found PK nail w/ washer Northwest Corner Section 25, T23N-R19E Found Mag Nail with ID Washer North 116 corner on the west line of Section 25 T23N-R19E Found PK nail w/ washer 1106.82' N00°13'28"E 1317.92' CURVE TABLE Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 Delta 90°00'00" 1°05'44" 1°51'02" 1°50'30" 0°51'00" 5°38'16" 41°29'41" 4°04'42" 45°34'23" 47°54'04" 25°22'37" 34°40'45" 34°40'45" 34°40'45" 36°03'56" 41°16'41" 16°29'13" 271°08'46" 38°13'34" 7°20'49" 45°34'23" 0°07'23" 1°35'27" 1°35'27" 1°35'27" 0°44'32" 5°38'16" 90°00'00" Radius 12.00' 1972.00' 1972.00' 1972.00' 1972.00' 1972.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 2028.00' 2028.00' 2028.00' 2028.00' 2028.00' 2028.00' 12.00' Length 18.85' 37.70' 63.70' 63.38' 29.25' 194.04' 50.70' 4.98' 55.68' 58.52' 31.00' 42.37' 42.37' 42.37' 44.06' 50.43' 20.14' 331.27' 46.70' 8.98' 55.68' 4.36' 56.31' 56.31' 56.30' 26.27' 199.55' 18.85' Chord Direction S44°46'30"E N89°40'39"E N88°12'16"E N86°21'30"E N85°00'45"E N87°24'23"E N63°50'24"E N41°03'13"E N61°48'04"E S62°57'54"W N80°23'45"W N50°22'04"W N15°41'19"W N18°59'26"E N54°21'46"E S86°57'55"E S58°04'59"E N05°24'45"W N68°57'09"W S88°15'39"W N72°37'34"W N84°38'57"E N85°30'21"E N87°05'48"E N88°41'15"E N89°51'14"E N87°24'23"E S45°13'30"W Chord Length 16.97' 37.70' 63.69' 63.38' 29.25' 193.96' 49.59' 4.98' 54.22' 56.83' 30.75' 41.72' 41.72' 41.72' 43.34' 49.35' 20.07' 98.00' 45.84' 8.97' 54.22' 4.36' 56.30' 56.30' 56.30' 26.27' 199.47' 16.97' Tangent Bearing S00°13'30"W S89°46'30"E N89°07'47"E N87°16'44"E N85°26'15"E S89°46'30"E N84°35'15"E N43°05'34"E N84°35'15"E S86°54'57"W N67°42'26"W N33°01'42"W N01°39'03"E N36°19'48"E N72°23'44"E S66°19'35"E S49°50'22"E S49°50'22"E N49°50'22"W N88°03'56"W N49°50'22"W N84°42'38"E N86°18'05"E N87°53'32"E N89°28'58"E S89°46'30"E S89°46'30"E N89°46'30"W Second Tangent Bearing S89° 46' 30"E N89° 07' 47"E N87° 16' 44"E N85° 26' 15"E N84° 35' 15"E N84° 35' 15"E N43° 05' 34"E N39° 00' 52"E N39° 00' 52"E S39° 00' 52"W S86° 54' 57"W N67° 42' 26"W N33° 01' 42"W N01° 39' 03"E N36° 19' 48"E N72° 23' 44"E S66° 19' 35"E S39° 00' 52"W N88° 03' 56"W S84° 35' 15"W S84° 35' 15"W N84° 35' 15"E N84° 42' 38"E N86° 18' 05"E N87° 53' 32"E N89° 28' 58"E N84° 35' 15"E S00° 13' 30"W 4/5/2024 PAGE 41 (Newly Created) Single-family residential Residential dwelling units comprised of single family, townhouse, row house or condominium where the owner occupies the dwelling unit. Single-family residences are limited to two stories. A. Permitted uses. Single-Family dwellings are permitted in the District. B. Lot requirements. (1) Lot area. Single-family lots shall have a minimum density of 7,500 square feet, unless otherwise approved by the Village Board through the plat approval process. (2) Lot frontage. No single-family lot is to be less than 55 feet in width. (a) Exception. Lots located on a cul-de-sac may be reduced so long as the lot width complies with the minimum 55 feet at the front setback line, and such lots maintain the minimum 7,500 square feet in area. C. Height regulations. All structures must be designed so as to ensure adequate air, light and privacy for all residents. Maximum height restrictions are 35 feet, unless otherwise approved by the Site Review Committee. D. Building setbacks. All structures must meet the minimum setback requirements of 23 feet for front yards, five feet for each side yard, 25 feet for rear yards, driveways four feet off property lines, maximum curb cut of 26 feet with 20 feet at the right-of-way, and no detached accessory or utility buildings and no outside storage. E. Building size. (1) Minimum size of a one-story dwelling shall be 1,000 square feet for a building in the single- family designation. (2) Minimum size of a two-story dwelling shall be 1,500 square feet with a minimum of 750 square feet on the first floor. F. Parking. As outlined under “Parking” within section 295-149 F. (Single-family and two-family residential (SFR)) of this chapter. PAGE 42 Brown County, Brown County WI Map printed on 5/9/2024 www.browncountywi.gov (920) 448-6480 This is a custom map created by an online user of GIS map services provided by0 0.065 0.13 mi 1 inch = 300 feet* 1 inch = 0.0568 miles* 1:3,600 *original page size: 8.5"x11" Part of Brown County WI "hooks" indicate parcel ownership crosses a line Parcel ownersh ip key : Appropriate format depends on zoom level A complete key (legend) is available at: tinyurl.com/BrownDogLegend PAGE 43 TO: Site Review Committee RE: Packerland Pizza, 1045 Cyrus Dr.; HB-194-4; Signage FROM: Todd Gerbers, Director of Planning and Code Compliance DATE: May 21, 2025 GENERAL INFORMATION 1. Owner/Developer: Robert Green / Packerland Pizza 2. Applicant/Agent: Robert Green / Packerland Pizza 3. Address/Parcel: 1045 Cyrus Dr. / HB-194-4 4. Zoning: I-1: Limited Industrial District 5. Use: Food production and storage BACKGROUND Packerland Pizza, located at 1045 Cyrus Dr., has recently been constructed and is submitting for review and action of a proposed freestanding sign. During the original site review back in October 2023, signage was not finalized and therefore not submitted at that time. The developer has since finalized the signage and is requesting review of the proposed freestanding sign. The request before the Committee at this time would be for a new non-illuminated (internally nor externally) ground mount sign of a total of 16 square feet to be located along the front of the parcel adjacent to Cyrus Dr., between the two driveways for the complex. This proposed sign is code compliant and will be non-illuminated. Per ordinance, freestanding signs along this roadway are permitted up to 100 square feet of sign area, along with a maximum height and width of 20 feet. The proposed sign would require to maintain a minimum of a 10-foot setback from the front property line (street right-of-way line). This the free standing as proposed would be in compliance with the Village Sign Code. RECOMMENDATION/CONDITIONS Staff recommends approval of the proposed 28.8 square foot ground mount sign and 65 square foot wall sign to be located at 4275 Hillcrest Dr. as submitted subject to the following condition(s): 1. Sign shall maintain a minimum 10-foot setback from front property line (street right-of-way) 2. Minimum 5 foot landscape area around base of sign ISSUE Discussion and action on a request for new freestanding signage located at 1045 Cyrus Dr. RECOMMENDATION: Staff recommends conditional approval based on staff recommendation and any conditions the Committee may identify. PAGE 44 CUSTOMER SIGNATURE FOR DESIGN APPROVAL: COLORS: 505 LAWRENCE DR, DE PERE, WI 54115 920.336.8900 CREATIVESIGNCOMPANY .COM REVISION LOG: INTL DATE DESCRIPTION CLIENT: LOCATION: DRAWN BY: SALESPERSON: DATE: LEAD #: PAGE: PACKERLAND PIZZA CSC TESSA D BAILEY S-D 04/14/2025 3804 2 FLAT PANELS OPTION B CONCEPTUAL DRAWING ONLY CUSTOMER RESPONSIBILITIES All sizes and dimensions are illustrated for client conception of the project and are not to be understood as being exact size or exact scale. Renderings, including lighting effects, opacities, and coloration, are an approximation. Please review all drawing details closely, as Creative Sign will produce signs as approved drawing indicates. Some changes may occur based on production needs. While Creative Sign will make all efforts to correct any obvious spelling or grammatical errors, the customer is responsible for confirming that the above copy, including names and titles, appear as desired. Creative Sign will make every effort to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. THIS DRAWING IS THE PROPERTY OF CREATIVE SIGN CO, INC. This is an original, unpublished drawing by Creative Sign Co, Inc. It is for your personal use, in conjunction with a project being planned for you by Creative Sign Co, Inc. It is not to be shown to anyone outside of your organization nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the expressed written permission of Creative Sign Co, Inc., is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. CONTACT YOUR SIGN CONSULTANT TO PURCHASE THE RIGHTS TO THIS DESIGN. SIGNATURE DATE TD 04/30/2025 ADD OPTION DETAIL VIEW SCALE: 1” = 1’ END VIEW SCALE: 1” = 1’ C-1 PMS 7409C C-2 BLACK C-3 WHITE C-4 PMS 485C PANELS 48" (4 ft ) PANELS 48" (4 ft ) WHITE DASHED LINES TO REPRESENT 4” SQ POSTS TO BE USED FOR MOUNTING BY CUSTOMER. SHOWN FOR EXAMPLE ONLY . CSC TO PROVIDE PANELS ONLY . QUANTITY: GRAPHICS: FONT: MOUNTING: INSTRUCTION: 10 S/F 3MM WHITE ACM PANELS (SEE DETAIL VIEW) DIRECT PRINT , 1ST SURFACE W/ GLOSS LAM COLLEGE BOLD CUSTOMER TO MOUNT PANELS WITH SCREWS TO POLES PRODUCE & SUPPLY FOR CUSTOMER PICK-UP . CUSTOMER TO INSTALL. FLAT PANELS BOTH SIDES TO BE IDENTICAL QTY: 2 FRONT & BACK PANELS DIRECT PRINT (C-1 THRU C-4) EACH LEG TO HAVE 3 4” X 24” PANELS DIRECT PRINT (C-4) (TOTAL QTY: 6 LEG PANELS) QTY: 2 SIDE PANELS DIRECT PRINT (C-4) LEG PANELS 24" (2 ft) LEG PANELS 4" SIDE PANELS 4" SIDE PANELS 72" (6 ft ) PAGE 45 PAGE 46 Page 1 of 4 MEMORANDUM TO: Village Board FROM: Aaron Kramer, Village Administrator RE: Sewer Rates DATE: June 3rd 2025 BACKGROUND The Village uses a formula to determine if an adjustment is needed in the sewer rates for the Village. Staff reviews the formula each year and makes adjustments which we believe will provide a more accurate rate determination based on the rates of the Green Bay Metropolitan Sewage District (GBMSD), our current Sewer Utility (“the Utility”) annual operational costs and debt service, and projected volume for the coming budget year. At the same time, we aim to maintain a healthy cash reserve to keep the system financially self-sufficient. O ne important factor, at the start of our rate determination is to recall that the Utility experienced serious financial issues in 2016 and 2017, resulting in a transfer of more than $200,000 from the General Fund Reserves to the Sewer Fund to maintain its solvency. That transfer, or “loan”, was paid back to the General Fund in its entirety with one final payment in 2024 ($19,739.14). SEWER FUND DEBT The current indebtedness of the Utility is displayed below. Debt payments remain relatively stable for the next two years, before a more significant decrease is projected in 2026. The majority of the Utility’s debt is to be paid off by the end of the decade. PAGE 47 Page 2 of 4 FUND CASH BALANCE Another measure of the Utility’s financial condition is the cash balance of the Fund, which has improved considerably over the past several years. RATE FORMULA The following formula is being utilized to determine the proposed rate change for 2025. EXPENDITURES  GBMSD rate increase, which shows we need to include a 6.65 percent rate increase.  The second component is our day-to-day operations.  The third component is the annual debt service, which shows a decrease.  The fourth and fifth components are the annual sewer projects unique to our Utility - independent of the GBMSD’s capital projects (no major projects are planned for 2024), and the continuing increase of our reserve (Contingency) fund. PAGE 48 Page 3 of 4 REVENUES We are projecting an percent increase in our billing volume, which is based on recent historical trends: Green Bay Metropolitan Sewer District Expenditure 2024 Actual GBMSD Expenditures 971,337.49$ (003-00-62000-080) 2025 GBMSD Rate Change 6.65% 2025 Change in GBMSD Expenditure 64,561.86$ Sanitary Sewer Operating/Maintenance Budget Expenditure Increase 2025 Sanitary Sewer Fund 003 Budget 1,234,867.76$ Less: 2024 Sanitary Sewer Fund 003 Budget 1,586,888.05$ Less: Budgeted Increase in GBMSD Expenses -$ 2025 Budget Dollar Increase (352,020.29)$ Sanitary Sewer Debt Service: 2025 Sanitary Sewer Debt Service 395,560.99$ Plus: 2025 Transfer to General Fund -$ Less: 2024 Sanitary Sewer Debt Service 408,267.74$ Less: 2024 Transfer to General Fund 19,739.14$ (32,445.89)$ Capital Projects (Not Paid from Cash Reserves) 2025 Sanitary Sewer Capital Projects -$ Contingency 2025 Sanitary Sewer Contingency 132,175.00$ GBMSDOPERATIONSDEBT SERVICEOTHER Public Charges for Service Budget Increase 2025 Public Charges for Service 1,623,632.23$ Less: 2024 Public Charges for Service 1,801,399.98$ (177,767.75)$ Interest on Accounts Budget Increase 2025 Interest on Accounts 5,000.00$ Less: 2024 Interest on Accounts 8,206.41$ (3,206.41)$ Intergovernmental Charges for Services Budget Increase 2025 Intergovernmental Charges for Services 18,500.00$ Less: 2024 Intergovernmental Charges for Services 25,257.13$ (6,757.13)$ REVENUE INCREASE PAGE 49 Page 4 of 4 TOTAL IMPACT Adding all of the components together, we have determined the sewer rate for 2025 should be set at $8.14 per 1,000 gallons, no change over the current rate. RECOMMENDED MOTION Staff is proposing the following motion for the Board to discuss and take action on:  To establish a public hearing on June 20th to implement the 2025 Sewer Volume Rates, which is proposed to remain the same as the 2024 Sewer Volume Rates Sewer Volume Billings 2024 Sewer Volume Billings (gallons): Residential 79,186,555 Commercial 8,634,237 Industrial 0 Public Authority 710,060 Multi-Family 34,623,911 123,154,763 2024 Airport Sewer Volume Billings (gallons): 1st Quarter 5,559,000 2nd Quarter 9,441,000 3rd Quarter 0 4th Quarter 1,402,000 16,402,000 2024 Total Sewer Volume Billings (gallons): 139,556,763 2025 Projected Volume Billings Increase (Percentage): 9.76% 2025 Projected Volume Billings (gallons): 151,576,668 USAGE VOLUME INCREASE Additional Funding Needed Total Expenditure Increase: (319,904.32)$ Plus: Capital Projects -$ Plus: Contingency 132,175.00$ Less: Total Revenue Increase (187,731.29)$ 1.97$ Additional Revenue Collections Rate (per 1000 gallons) Additional Funding Needed 1.97$ Divided By: Volume Billings Increase (Thousand Gallons) 151,577 0.00$ Adjusted Sewer Rate 2024 Sewer Rate 8.14 Additional Revenue Collection Rate 0.00$ 2025 TOTAL ADJUSTED SEWER RATE 8.14$ PAGE 50 VILLAGE OF HOBART - NOTICE OF PUBLIC HEARINGS June 20, 2025 (6:00 PM) 2990 S. Pine Tree Rd. Hobart WI 54155 The Hobart Village Board will hold a public hearing on June 20th 2025 at 6:00 pm. at the Village Office, 2990 S. Pine Tree Rd, Hobart, WI for the purpose of receiving public input on the sewer volume rates in accordance with a Village policy put in place to address in creased rates from the Green Bay Metropolitan Sewerage District, Village operating costs, debt service, budget increases, and capital projects. The new sewer volume rate as calculated by the Local Annual Adjustment Policy is summarized as follows: 1. What is the GBMSD percentage rate passed on to Hobart customers and what is its effective date? a. 6.65% increase effective January 1, 2025. 2. How much more money is required in 2025 to cove r GBMSD costs, operating costs, debt service, and contingency? a. ($187,729.32) 3. What is the expected increase in 2025 revenue due to an increase in the projected billing volume? a. ($187,731.29) 4. What is the required Village utility volume rate needed to support the annual operations? a. $8.14/1,000 gallons used b. There is no change in the sewer rate being proposed. 5. What is the quarterly and annual financial impact, expressed as a dollar amount, for the average residential sewer utility customer? a. Average quarterly residential consumption in 2024 was 12,000 gallons. b. There is no average residential impact 6. What is the date (quarter/year) the new local utility rates will go into effect? a. Rates will go into effect beginning with the third quarter sewer billing of 2025, which begins July 1st. All interested parties are invited to attend this hearing. The Annual Adjustment Memorandum, including the above rate calculation method, will be available at the Village Office for public inspection starting June 4th 2025. Office hours are Monday through Thursday from 7:30 a.m. to 4:00 p.m. and Friday fr om 7:30 a.m. to 11:00 a.m. The Vi llage Board will take comments from the public and may act on the proposed sewer rates immediately following the public hearing. Published June 6 th 2025 and June 13th 2025 Lisa Vanden Heuvel, Hobart Clerk PAGE 51 ORDINANCE 2025-07 - Page 1 of 2 ORDINANCE 2025-07 AN ORDINANCE TO CREATE SECTION 27 (FEEDING OF DEER PROHIBITED) OF ARTICLE IV (VICIOUS ANIMALS PROHIBITED; PIGEONS) OF CHAPTER 102 (ANI MALS) AND TO RENAME ARTICLE IV (VICIOUS ANIMALS PROHIBITED; PIGEONS) OF THE MUNICIPAL CODE OF THE VILLAGE OF HOBART, BROWN COUNTY, WISCONSIN Purpose: The purpose of this Ordinance is to protect the health, safety, general welfare and property of citizens and landowners in the Village of Hobart. The Village has an abundance of deer which can create many problems including threats to traffic safety, damage to real and personal property, damage to plant life and, through the spread of disease including chronic wasting disease, a threat to public safety. The effect of these problems on persons and property is more pronounced in areas of higher residential density. This ordinance aims to reduce the elements of attraction for deer and the intensity of the deer population, especially in residential areas. The Village Board of the Village of Hobart, Brown County, Wisconsin, does ordain as follows: Section 1: Article IV (Vicious Animals Prohibited; Pigeons) of Chapter 102 (Animals) is hereby repealed and recreated to read as follows: § Article IV (Vicious Animals Prohibited; Miscellaneous Animal Regulations) Section 2: Section 27 (Feeding of Deer Pr ohibited) of Article IV (Vicious Animals Prohibited; Miscellaneous Animal Regulations) of Chapter 102 (Animals) is hereby created to read as follows: § 102-27. Feeding of Deer Prohibited A. PURPOSE. Whereas the Village has an abundance of deer which can create many problems including threats to traffic safety, damage to real and personal property, damage to plant life and, through the spread of disease including chronic wasting disease, a threat to public safety, the Village intends to reduce the elements of attraction for deer and the intensity of the deer population, especially in residential areas. B. FEEDING OF DEER PROHIBITED. No person may, within the municipal limits of the Village, place or permit to be on the ground, or within five feet of the ground surface, any grain, fodder, salt licks, fruit, vegetables, nuts, hay or other edible material (including feed for birds), which may reasonably be expected to result in deer feeding, unless such items are screened or protected in a manner that prevents deer from feeding on them. C. EXCEPTIONS. This Section shall not apply to the following situations: PAGE 52 ORDINANCE 2025-07 - Page 2 of 2 (1) Naturally Growing Materials. Naturally growing grain, fruit or vegetable material, including gardens and residue from lawns, gardens and other vegetable materials maintained as a mulch pile. (2) Hunting. The placement of bait for the purpose of hunting whitetail deer subject to all other laws, ordinances, rules and regulations governing hunting and the discharge of hunting weapons in the State of Wisconsin. (3) Bird Feeders. Unmodified commercially purchased bird feeders or their equivalent. (4) Authorized by the Village Board. Deer feeding may be authorized on a temporary basis by the Village Board for a specific public purpose as determined by the Village Board. (5) Counting. Deer feeding may be authorized on a temporary basis by the Village Board for the purpose of determining the deer population. (6) Zoning. All property zoned as A-1: Agricultural District and A-2: Exclusive Agricultural District shall be exempted from this Section. D. PENALTIES. Any person convicted of violating this article shall be fined not less than $100 nor more than $500 for each such violation. Each day a violation exists shall be considered a separate violation. Passed and approved on this ___________, 2025. ______________________________________________________ Richard Heidel, Village President Attest: ______________________________________________________ Aaron Kramer, Village Administrator CERTIFICATION The undersigned, being the duly appointed Clerk of the Boar d of the Village of Hobart, certifies that the aforementioned is a true and exact reproduction of the original ordinance or resolution adopted by the Village Board. IN WITNESS WHEREOF, I have executed this Certificate in my official capacity on ________ 2025. (Seal) ________________________________ Amanda Wangerin, Deputy Village Clerk PAGE 53 PAGE 54 PAGE 55 PAGE 56 PAGE 57 PAGE 58 PAGE 59 PAGE 60