Joint Streets, Water & Sewer Committee Meeting — Agenda packet

CITY OF MINERAL POINT 137 HIGH STREET, SUITE 1 MINERAL POINT, WI 53565 608-987-2361 OFFICE OF THE CITY CLERK-TREASURER Mayor – Danny Clark City Administrator | Troy Maggied | administrator@cityofmineralpointwi.gov City Clerk-Treasurer | Christy Skelding | cityclerk@cityofmineralpointwi.gov AGENDA CITY OF MINERAL POINT STREETS AND WATER & SEWER JOINT COMMITTEE MEETING Thursday, October 5, 2026, 6:30 PM City Hall Community Room 1. Call to Order, Roll Call, and Confirmation of Compliance with the Open Meetings Law 2. Approval of August 12, 2026, Minutes 3. Discussion and consideration to relocate a storm line and associated easement to enable the construction of a new maintenance building by Ivey Construction, Inc. 4. Discussion and consideration to place bicentennial banners on 71 light poles along High St., Commerce St., South St., and Jail Alley. 5. Discussion and consideration on additional parking safety signage and markings along Copper Street. 6. Discussion and consideration on Well #3 rehabilitation plan. 7. Discussion and consideration on the draft 2028-2029 CIP projects and the timing of Commerce St. and Spruce St. utility and street reconstruction. 8. Update on water and sewer projects. 9. Discussion and consideration on the timing of regular, quarterly meetings. 10. Adjourn. Agenda Posted and Distributed: Thursday, October 1, 2026. Reasonable accommodations for participation in this meeting by persons with disabilities, as defined by the Americans with Disabilities Act, will be made upon request and if feasible. Please contact the City Clerk’s office (608-987-2361) at least 24 hours prior to the scheduled meeting so that necessary accommodations can be provided. CITY OF MINERAL POINT 137 HIGH STREET, SUITE 1 MINERAL POINT, WI 53565 608-987-2361 OFFICE OF THE CITY CLERK-TREASURER Mayor – Danny Clark City Administrator | Matthew Honer | administrator@cityofmineralpointwi.gov City Clerk-Treasurer | Christy Skelding | cityclerk@cityofmineralpointwi.gov MINUTES CITY OF MINERAL POINT JOINT MEETING STREETS COMMITTEE AND WATER & SEWER COMMITTEE Wednesday, August 12, 2026, 5:30 PM Community Room, City of Mineral Point City Hall CALL TO ORDER/ROLL CALL Chair Christensen called the meeting to order at 5:30 pm. Mike Christensen (chair) Present Brian Graber Present (Water and Sewer Alternate) Steph McKeon Present Jared Weier Present Others Present: Administrative Advisor Matthew Honer, City Clerk Christy Skelding, Mary Glindinning, Chris Goodney APPROVAL OF JULY 29, 2026 MINUTES Motion (McKeon/Graber) to approve the minutes. Motion carried, all voting aye (4-0). DISCUSSION AND POSSIBLE ACTION ON MAIDEN STREET REPAIRS. Street Foreman Chad Whitford recommends contracting with Iverson Construction to repair approximately 450 feet of Maiden Street, extending west from N. Chestnut Street to Meeker Street. It was noted that the condition of the roadway has deteriorated to the point that patching is no longer a viable option. Motion (Christensen/McKeon) to recommend Council approval of Maiden Street repairs as proposed. Motion carried, all voting aye (4-0). ADJOURN. Motion (Graber/Weier) to adjourn at 5:33 pm. Motion carried, all voting aye (4-0). 10/1/2026 ☒ New Business ☐ Unfinished Business ☐ Reports ☐ Closed Session ☐ Ordinance/Resolution Meeting: Water and Sewer Committee Department Reporting: Administration Submitted by: Administrator ISSUE: Ivey Construction would like to construct a new maintenance facility adjacent to their existing structure, and requests permission to relocate an existing storm line and easement at their cost. BACKGROUND/ANALYSIS: Ivey proposes to build a new truck wash and maintenance building adjacent to their existing building as outlined in black below. The proposed location currently includes portions of a storm line and easement identified in blue on the map below and as shown in the attached map. Streets Foreman Whitford has confidence that the storm line exists as shown, however he cannot locate the outfall of the line into Brewery Creek. It’s possible that the line has silted over or collapsed. If not addressed, this would be a future capital expense, however is not on an immediate timeline for replacement. Proposed relocation would include engineering costs to abandon and replat the easement, and to design the storm line to confirm positive drainage. Depending on design of the new storm line, a utility permit may be needed from the Pecatonica Rail Transit Commission to cross the trail, if required by the design. RECOMMENDATION: Approve with or without conditions, or deny, authorization for city administrator to develop an agreement with Ivey and proceed with permitting. FISCAL IMPACT: No cost to the city for relocation of the storm line or easement, if Ivey pays this expense. Long-term fiscal impact will include new property value generation for the city, and a cost savings in future storm line restoration. ATTACHMENTS: Storm easement survey. 10/1/2026 ☒ New Business ☐ Unfinished Business ☐ Reports ☐ Closed Session ☐ Ordinance/Resolution Meeting: Water and Sewer Committee Department Reporting: Water&Sewer Submitted by: Administrator ISSUE: Placement of flags and bicentennial banners on light poles along High St., Commerce St., South St., and Jail Alley BACKGROUND/ANALYSIS: The bicentennial committee wants to place flags along 71 light poles along the streets noted above. Bicentennial banners will be sold to residents and placed on the poles as well. Streets Foreman Whitford met with Dick Poad and the Administrator to layout flags and banners. Whitford is supportive of the project and committed to allocating time to place the flags and banners, and remove them before the holiday season. Banners will use the same brackets used for student banners. Flag brackets will remain attached to the poles year- round and flags will be stored in the Streets facility. The Public Health and Property Committee also reviewed this request and made a motion to approve the project. RECOMMENDATION: Approve with or without conditions or deny. FISCAL IMPACT: Staff time to install. All materials will be paid for through fund raising. ATTACHMENTS: None. 10/1/2026 ☒ New Business ☐ Unfinished Business ☐ Reports ☐ Closed Session ☐ Ordinance/Resolution Meeting: Water and Sewer Committee Department Reporting: Administration Submitted by: Administrator ISSUE: Pedestrian and traffic safety on Copper Street, adjacent to the swimming pool. BACKGROUND/ANALYSIS: Loading and unloading along Copper Street creates a dangerous situation due to children crossing the street in areas that are blind spots. There are currently 4 “No Parking” signs on the south side of the road and 2 on the north. The Public Health and Property Committee and the Parks Committee reviewed this issue as well. Their recommendation was to permit short-term parking (5-minute drop-off, etc.) on the north side of Copper, and add no- parking paint marking to the south side. They also recommended having law enforcement stationed at the location during more busy times. RECOMMENDATION: Approve with or without conditions or deny. FISCAL IMPACT: To be determined, but may include staff time, pavement marking paint, and signage. ATTACHMENTS: None. Date ☒ New Business ☐ Unfinished Business ☐ Reports ☐ Closed Session ☐ Ordinance/Resolution Meeting: Water and Sewer Committee Department Reporting: Water&Sewer Submitted by: W/S Superintendent ISSUE: Capacity and production of Well 3 BACKGROUND/ANALYSIS: Well 3 is underproducing and needs evaluation of the pump, motor and the aquifer itself. We went through this for Well 4 and we are planning for this in 2027. In 2020 the Well was pulled and some work was done to mechanical parts but we have no information on anything that was done to the Well casing, aquifer, etc. At that point the information we have was an estimated output of 325 GPM. We are currently producing around 200GPM. This is costing us in utility bills and wear and tear on the Well equipment by running the Well for an estimated 4-6 hours per day compared to 2-4 if it were performing at its potential. We contracted with WQI for the rehab plan for Well 4 and they have provided an estimate for Well 3. RECOMMENDATION: Contract with WQI for the rehabilitation plan, post rehab assessment and maintenance plan for Well 3 and bid documents for the contractors to review prior to the work in 2027. FISCAL IMPACT: $12,891 plus bid document preparation. CIP Borrowing. ATTACHMENTS: WQI estimate of services. Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 1 Water Quality Investigations July 21, 2026 Nate Fosbinder Mineral Point Utilities SUBJECT: Mineral Point Well 3 – Rehabilitation Plan Background An abbreviated assessment of Well 3 was performed as part of the Well 4 investigation. Data from the assessment show that Well 3 would benefit from mechanical and chemical rehabilitation. Proposal We offer the following proposal to assist Mineral Point Utilities with the rehabilitation of Well 3: Task 1: Well Rehabilitation. Work for this item includes the following: Work 1. Development of a well specific rehabilitation plan based on sample data. The plan would be prepared for rehabilitation of the well with the well pump removed. 2. Plan would be written in a format to allow Mineral Point Utilities to obtain quotes for the work. 3. Well rehabilitation plan would be submitted by WQI to the WDNR for approval. 4. Work by the contractor would be monitored remotely by WQI during the rehabilitation process, including teleconferences as needed with the contractor and Mineral Point Utilities staff. 5. Assessment of televising data, including review of the well video for the presence of biofilm and/or defects and preparation of a written report Pricing Costs for the above would not exceed $6,720. These costs do not include bidding services or preparation of a formal bid package. This item would be billed on a time and material basis. Task 2: Post Rehabilitation Well Assessment and Maintenance Plan. Work for this item includes the following: Work 1. Assess two samples from the well to document after rehabilitation conditions. 2. Prepare an ongoing well maintenance plan for use by Mineral Point Utilities to optimize water quality and production from the well. Pricing Cost for the above would not excee d $6,171. Work would be billed on a time and material basis. Samples would be collected by Mineral Point Utilities staff in kits provided by WQI. Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 2 Water Quality Investigations WQI would invoice for work performed on a monthly basis with payment due within 30 days of invoice. We appreciate the opportunity to submit this proposal and look forward to working with you. If this proposal is agreeable, please sign below , indicate with a checkmark which tasks you would like us to perform and return with billing information for establishing an account. If you have any questions or concerns, please contact me at your earliest convenience. Respectfully submitted, Andrew D. Jacque, Ph.D., P.E. Chief Scientist, Founder Please sign below to show acceptance of this proposal and indicate which tasks and/or services should be performed. Signed: Date: Task 1 Well 3 Rehabilitation Plan ($6,720) Task 2 Post Rehab Assessment and Maintenance Plan ($6,171) Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 3 Water Quality Investigations Please fill out this form completely and return along with the signed proposal. Primary Contact Information Name (print): Title: Company (if applicable): Email: Phone: Sampling Address Street: Street 2 (apt., suite, etc.): City: State: Zip: County: Billing Information Payment Method: □ ACH □ Check □ Cash Invoicing Method: □ Email □ Mail PO Number: Billing Contact Information (if different from above) Name: Email: Phone: Billing Address (if different from above) Street: Street 2 (apt., suite, etc.): City: State: Zip: County: Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 4 Water Quality Investigations WQI Company Background WQI is a combined laboratory and consulting business that specializes in investigating and solving water quality, water treatment and corrosion issues ( water-related concerns) in water -based systems. We have carried out numerous investigations for the following types of water -based systems: 1. Municipal, industrial, commercial, agriculture and residential groundwater wells (small to large). 2. Surface water drinking water treatment plants (various treatment technologies including conventional sand filtration, granular activated carbon, ozone, micro and ultra membrane filtration and reverse osmosis, large to small). 3. Groundwater treatment systems (various treatment technologies, large to small). 4. Water distribution systems from source to tap (groundwater and surface water systems , public and privately owned, small to large). 5. Industrial type water systems including irrigation, fire protection, non- contact cooling, aquaculture, agriculture, pharmaceutical and process water systems. 6. Wastewater treatment and conveyance systems (treatment performance and corrosion). 7. Hot and cold -water commercial premise plumbing systems, including those found in hospitals, prisons, university buildings, dormitories, condominiums, office parks, food manufacturing, and agriculture. 8. Premise plumbing water treatment systems, including ion exchange (softening), anion exchange (nitrate removal), iron filtration, ozone/UV treatment and reverse osmosis. Solutions to water-related concerns at an investigated location are developed based on resolving/minimizing the underlying cause of a concern or mitigating the concern if the underlying cause is difficult to resolve. Our investigations generally find that water -related concerns are influenced /caused by an elevated to excessive presence of unregulated nutrients and debris in the water, and/or naturally occurring biofilm in the system investigated. All water- based systems will have naturally occurring biofilm, which is generally non -problematic if it is present at a low to moderate occurrence , if it is stable , or if debris accumulation is minimal. However, the presence of excessive or unstable biofilm in a system may cause one or more of the following water-related concerns: 1. Elevated iron, manganese, nitrate, radium, arsenic and/or odors. 2. Elevated to excessive microbiologically in fluenced corrosion (MIC) of galvanized steel, lead, brass, stainless steel and/or copper plumbing (form of non -uniform corrosion in all water system types – severity depends on nutrient balance). Certain metabolisms are particularly aggressive towards zinc that is used in newer no-lead brass fixtures. 3. Specifically in drinking water: repeat coliform positive test results from a well or water system; biological fouling or plugging of water treatment equipment; increased disinfection byproduct formation (chronic health concern); taste, odor, and turbid water complaints; corrosion of well and plumbing equipment; increased nitrite (acute health concern); and excessive loss of disinfection residual. 4. Increased nitrite or nitrate in the system, which is corrosive (systems with elevated ammonia or systems fed with chloramine disinfected water). Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 5 Water Quality Investigations 5. Increased alkalinity in the system, which is corrosive (systems with elevated organic carbon or proteins). 6. Consumption of sulfate in the system, which create “rotten egg” odor and is corrosive (systems with elevated organic carbon or where disinfection is lost). 7. Growth of waterborne opportunistic pathogens, including Mycobacterium, Pseudomonads and Legionellae. It is WQI's experience that water quality and corrosion issues in plumbing and piping systems have numerous potential causes, which generally include one or more of the following: 1. The presence of unregulated nutrients in the source water, which promotes natural biofilm growth in the water system. These nutrients include proteins, organic carbon, nitrogen (ammonia, nitrate and proteins), sulfate and metals. An imbalance or limitation in these nutrients causes more problematic biofilm (missing metal needed for metabolism or a missing/limited nutrient). 2. The use of orthophosphate as a corrosion inhibitor (a microbial nutrient) , which will unintentionally create a nutrient imbalance in the water and could cause problematic biofilm to form. In many cases, if orthophosphate is fed at a low dose, there will be minimal biofilm related issues. However, if orthophosphate is fed at a high dose (greater than 1.5 mg/L) in the presence of elevated organic carbon (greater than 1.5 mg/L) and/or ammonia (greater than 0.2 mg/L), there could be areas of the distribution system that see problematic biofilm growth. 3. Biofouling of water treatment equipment (softeners, iron filters, membranes, etc), which increases nutrients present in the water and seeds the downstream water system with biofilm. 4. High water age and low disinfection concentration, which can be impacted by distribution system management and the plumbing system's orientation in a distribution system. 5. The use of water efficient fixtures, which are not adequately recognized by the plumbing code. This results in oversized pipes and causes reduced flow velocities in the plumbing, which allows debris and biofilm to accumulate because the flow is too low for the plumbing to be self-cleaning. 6. Specifically in complex and commercial plumbing systems: a. The use of a combined fire suppression and domestic water service at the entrance to a building, which causes increased water age and promotes debris accumulation and biofilm growth in the service line that gets transferred to the downstream plumbing system. b. The use of redundant water services to meet hospital requirements, which further increases water age, debris accumulation and biofilm growth at the entry point to the building, and subsequent particle loading and biofilm growth in the downstream plumbing system. c. The use of secondary hot water disinfection, including chlorine, chloramine, chlorine dioxide, and silver- copper ionization, which creates bacterial stress to cause biofilm to thicken. Particles created in silver-copper ionization create debris and a niche for biofilm and bacteria to thrive. Water Quality Investigations 2581 State Road 92, Suite 2│ Mount Horeb, Wisconsin 53572 │ Phone 888 499-2507 Page 6 Water Quality Investigations d. The presence of dead- legs or low -flow areas in the plumbing, which creates the potential for stagnant conditions and the growth of unwanted biofilm. e. Use of recirculated hot water systems to meet water efficiency and so -called energy efficiency requirements in the plumbing code. These recirculated systems dramatically increase water age, which promotes biofilm growth and the need for water management a nd water re -treatment to control the presence of opportunistic pathogens. This re -treatment will control bulk water bacteria to minimize exposure to opportunistic pathogens, but it is generally ineffective at controlling biofilm growth and resulting corrosion of plumbing. 10/1/2026 ☒ New Business ☐ Unfinished Business ☐ Reports ☐ Closed Session ☐ Ordinance/Resolution Meeting: Water and Sewer Committee Department Reporting: Administration Submitted by: Administrator ISSUE: Priority setting to inform the capital improvements plan (CIP). BACKGROUND/ANALYSIS: A revised CIP is required to layout future utility and street projects, with specific focus on the timing of utility and street reconstruction of Commerce Street from Dodge St. to Doty St. This project needs coordinated with the DOT, and will inform utility and street projects between 2028 and 2034. The attached CIP was developed by the city engineer after consultation with city staff. Superintendent Fosbinder and the Administrator developed the following performance metrics which can be used to evaluate projects and help prioritize future investment priorities: • # of residents served • # of businesses served • Ability to replace lead lines • # of children impacted by lead line replacement • Ability to remediate infiltration and exfiltration issues • Remediation of lines subject to historic water line breaks • Total tax base served • Impact to other connected projects (ex: working on downhill storm before uphill streets, working on upstream lead lines before downstream water projects, etc.) RECOMMENDATION: Approve a draft CIP for further cost estimates and coordination with city engineer and DOT, and coordination with other capital projects for creation of a comprehensive CIP. FISCAL IMPACT: As reflected in the CIP. ATTACHMENTS: Draft CIP Plan Outlook RE: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm FromCiobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Date Wed 7/15/2026 11:04 AM To Matthew Honer <administrator@cityofmineralpointwi.gov> Cc Mike Christensen <wardone02@cityofmineralpointwi.gov>; Adams, Jay - DOT <jay.adams@dot.wi.gov>; Schroeder, Chad A - DOT <chada.schroeder@dot.wi.gov> Matt, I feel like there is some confusion here and I need to explain the situation at hand as clearly as possible: Originally, a more in-depth project was scoped to be constructed in 2029, project that was going to replace the entire pavement structure: the HMA, the Base Aggregate beneath it and possibly some subgrade improvement work as needed. Unfortunately that project did not include any storm water improvements. Adding those would require longer design times with 2033 being the earliest a project of that scale could be built. The Mill and Overlay option was brought up as a possible solution if we didn’t come to an agreement with the SMMA we needed for the proposed drainage improvements at Spruce Street. If we were to go the Mill and Overlay route, per policy, we would not be able to go back and replace the entire pavement structure and add the drainage improvements at Spruce for at least 10 to 15 years. As I explained in the email I sent out on 7/8/2026, only critical areas as determined by our Maintenance unit, will be milled and overlaid, meaning the existing asphalt will be removed and replaced with Hot Mix Asphalt. Not the entire project, just deteriorated spots where a “skinny mix” application won’t provide the fix we are looking for until a larger scope project comes through. Once this spotty mill and overlay work is done, a skinny mix application will be done for the travelled lanes from BUS 151 to Doty Street. At this time we are planning for this work to be done in 2027. The utility work you are proposing will not work with the skinny mix application unless when backfilling the trenches dug to work on the utilities, your contractors rebuild the existing pavement structure all the way up to the top, including the existing HMA. Once they do that we’d be coming through with the skinny mix covering the travel lanes within the limits described above. If this utility work cannot wait 2033 and this is the alternative we need to take, we can postpone the skinny mix placement until a later date. I hope this makes sense, I apologize for any confusion, please let me know if you have any question or agree with the above and I can proceed with the work and have the SMMA forwarded for signature. Thank you. Stefan Ciobanu, P.E. Project Manager, Unit 9 Division of Transportation System Development Wisconsin Department of Transportation Office: (608) 245-5357 Cell:(608) 516-6832 stefan.ciobanu@dot.wi.gov wisconsindot.gov From: Matthew Honer <administrator@cityofmineralpointwi.gov> Sent: Wednesday, July 15, 2026 9:09 AM To: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Cc: Mike Christensen <wardone02@cityofmineralpointwi.gov> Subject: Re: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.   Stefan, Attached is the Maintenance Agreement. Based on the previous conversations, the City was planning to do utility work in coordination with the Mill and Overlay project. That Mill and Overlay project was initially scheduled for 2028/2029, not 2027. The city is requesting information on if the 2027 M&O can be pushed back to allow the city to plan and prepare for doing some of the much-needed utility work ahead of the M&O. Please let us know as soon as possible. Matthew Honer  City Administrator|City of Mineral Point Phone: 608-987-0463 Email: administrator@cityofmineralpointwi.gov Address: 137 High St., Ste 1, Mineral Point, WI 53565 www.cityofmineralpoint.com From: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Sent: Wednesday, July 15, 2026 8:47 AM To: Matthew Honer <administrator@cityofmineralpointwi.gov> Cc: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Subject: RE: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm Good morning Matt, Could you please provide an update on the SMMA status? We’re having a Change Management meeting this morning and would like to discuss this project and the change in scope, if there is one. Thank you. Stefan Ciobanu, P.E. Project Manager, Unit 9 Division of Transportation System Development Wisconsin Department of Transportation Office: (608) 245-5357 Cell:(608) 516-6832 stefan.ciobanu@dot.wi.gov wisconsindot.gov From: Matthew Honer <administrator@cityofmineralpointwi.gov> Sent: Friday, July 10, 2026 9:27 AM To: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Subject: Re: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.   No. I did not plan for you to be there. Matthew Honer  City Administrator|City of Mineral Point Phone: 608-987-0463 Email: administrator@cityofmineralpointwi.gov Address: 137 High St., Ste 1, Mineral Point, WI 53565 www.cityofmineralpoint.com From: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Sent: Friday, July 10, 2026 9:26 AM To: Matthew Honer <administrator@cityofmineralpointwi.gov> Cc: Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Subject: RE: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm Matt, I wasn’t planning on attending this meeting but if you think I need to, please let me know. Thanks. Stefan Ciobanu, P.E. Project Manager, Unit 9 Division of Transportation System Development Wisconsin Department of Transportation Office: (608) 245-5357 Cell:(608) 516-6832 stefan.ciobanu@dot.wi.gov wisconsindot.gov From: Matthew Honer <administrator@cityofmineralpointwi.gov> Sent: Friday, July 10, 2026 9:21 AM To: Mike Christensen <wardone02@cityofmineralpointwi.gov>; Jared Weier <wardone01@cityofmineralpointwi.gov>; Brian Graber <wardthree01@cityofmineralpointwi.gov>; Steph McKeon <wardtwo02@cityofmineralpointwi.gov> Cc: Skelding, Christy - MUN <cityclerk@cityofmineralpointwi.gov>; Roh Shelly <sroh@thedodgevillechronicle.com>; Ciobanu, Stefan - DOT <Stefan.Ciobanu@dot.wi.gov> Subject: Notice. Agenda and Packet for Joint Water/Sewer & Streets Committees meeting, July 14, 5:30pm CAUTION: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.   Good Morning, Please see the attached agenda and packet for Tuesday's meeting of the Water/Sewer and Streets Committees immediately ahead of the City Council meeting. Matthew Honer  City Administrator|City of Mineral Point Phone: 608-987-0463 Email: administrator@cityofmineralpointwi.gov Address: 137 High St., Ste 1, Mineral Point, WI 53565 www.cityofmineralpoint.com Opinion of Probable Costs Date: Project: Village/City/Town:Mineral Point State:Wisconsin Construction, Contingency, & Engineering: Total 1. Iowa Street - Reconstruction (2027) - High/Doty St. - Fountain St. Sewer = - Decatur St. - Front St. Water = Storm = Street = 2. Doty Street - Reconstruction (2027) - Ross St. - Ridge St. Sewer = Water = Storm = Street = 3. Antoine Street - Reconstruction (2028) - Shakerag St. - City Limits Sewer = Water = Storm = Street = 4. Merry Christmas Lane - Pulverize and Repave (2029) - Copper St. - City Limits Sewer = Water = Storm = Street = 5. Front Street - Reconstruction (2029) - Iowa St. - S. Commerce St. Sewer = Water = Storm = Street = 6. Maiden Street - Reconstruction (2030) - Ridge St. - Front/Vine St. Sewer = Water = Storm = Street = 7. N. Commerce Street - Reconstruction (2033) - Dodge St. - Doty St. Sewer = Water = Storm = Street = 8. Dodge Street - Water Replacement (2033) - N. Commerce St. - Mound City Bank Sewer = Water = Storm = Street = 9. Spruce Street - Reconstruction (2033) - N. Commerce St. - Shakerag St. Sewer = Water = Storm = Street = 10. Shakerag Street - Reconstruction (2035) - William St. - STH 23/39 Sewer = Water = Storm = Street = 11. Church Street - Reconstruction (2036) - Ridge St. - Pine St. Sewer = Water = Storm = Street = 12. High Street - Reconstruction (2036) - 200' N. of Church St. - Doty/Iowa St. Sewer = Water = Storm = Street =$276,000 $244,000 $802,000 $0 $124,000 $0 $907,000 $295,000 $1,395,000 $358,000 $562,000 $72,000 $514,000 $0 $769,000 $150,000 $550,000 $0 $170,000 $0 $60,000 $205,000 $1,270,000 $530,000 $620,000 $0 $607,000 $77,000 $886,000 $593,000 $987,000 $400,000 $1,355,000 $1,966,000 $2,747,000 September 29, 2026 10-Year Capital Improvements - City of Mineral Point $1,049,000 $286,000 $295,000 $48,000 $420,000 $176,000 $270,000 $21,000 $461,000 $230,000 $928,000 $1,563,000 $319,000 $1,921,000 $3,055,000 $1,700,000 $23,000 $0 $305,000 $1,235,000 $0 $0 $86,000 $233,000 $351,000 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS ParkCityParkCityParkCity CITY OF MINERAL POINT10-YEAR CIP JailAlleySTH 23/39High St.Doty St.Clowney St.Pine St.Davis St.Alice St.Garden St.W. Commerce St.Aebersold Ln.Bent St.Wallace Ct.Harris St.Olson St.Mills St.Olson Ct. Chestnut St.Center St.Tower St.3rd St.Wisconsin St.5th St.4th St.Cothern St.Commerce St.Old Darlington Rd.Fountain St.South St.State St.2nd St.Liberty St.5th St.Water St.Copper St.Mineral St.Washington St.Park St.Madison St.Wisconsin St.Iowa St.Church St. Augusta St. Mineral PointPublic Schools Merry Christmas Ln. Shakerag St.Dodge St./Business Highway '151' High St.Doty St.Maiden St.Front St.Fountain St.West St.Fair St.Pleasant St. Old Barreltown Rd.USH '151'Ross St.Hillcrest Dr.Brewery View Dr.Townline Ct. CityParkWWTFUnion St.9th St.8th St.7th St.7th St.Filardo Ct.Flint St.Broad St.7th St.Oak St.Green St.Silver St.6th St.Ferndale Rd.Cheese County TrailJackson St.Grayville Rd. William St. 1000500SCALE: 1"=1000'0Legend1 - Iowa St.3 - Antoine St.4 - Merry Christmas Ln.2 - Doty St.5 - Front St.6 - Maiden St.7 - N. Commerce St.8 - Dodge St.9 - Spruce St.10 - Shakerag St.11 - Church St.12 - High St. Meeker St.Henry St.Decatur St.Ridge St./Business Highway '151'Vine St.E. Commerce St.Spruce St.Commerce St./ STH 23/39 Park Rd.Business Antoine St.