Agenda Attachment

AGENDA JOINT PUBLIC WORKS COMMITTEE/PARKS, RECREATION, & FORESTRY COMMITTEE MEETING FOLLOWED BY PUBLIC WORKS COMMITTEE MEETING Wednesday, December 10th, 2025 at 5:30 p.m. Allouez Village Hall, 1900 Libal Street 1. CALL TO ORDER/ ROLL CALL 2. MODIFY/ADOPT AGENDA OLD BUSINESS: 3. DISCUSSION/ACTION: RIVERVIEW PARK STORMWATER POND (DPW & Parks Dept.) 4. ADJOURNMENT PUBLIC WORKS COMMITTEE MEETING 1. CALL TO ORDER/ ROLL CALL 2. MODIFY/ADOPT AGENDA 3. APPROVAL OF NOVEMBER 4, 2025 MINUTES 4. ANNOUNCEMENTS 5. PUBLIC APPEARANCES NEW BUSINESS: 6. DISCUSSION/ACTION RE: LIBAL STREET RESURFACING PROJECT a. ON-STREET PARKING ANALYSIS b. PROPOSED TYPICAL SECTION 7. DISCUSSION/ACTION RE: RENEWAL OF HYDROCORP’S RESIDENTIAL CROSS CONNECTION CONTROL INSPECTION SERVICES AGREEMENT 8. DISCUSSION/ACTION RE: AMENDMENT TO CHAPTER 432, WASTE MANAGEMENT, OF THE VILLAGE OF ALLOUEZ MUNICIPAL CODE REPORTS: 9. REPORT RE: WATER RATE STUDY 10. FUTURE AGENDA ITEMS 11. ADJOURNMENT NOTE: It is possible that members of and a possible quorum of members of other governmental bodies of the municipality may be in attendance at the above noticed meeting to gather information; no action will be taken by any governmental body at the above noticed meeting other than the governmental body specifically referred to above in this notice. The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-101 Riverview Pond Project NICK VANDE HEY, PE 1 2/10/2025 Municipal Stormwater Permit
Village received its initial Municipal Stormwater Permit from Wisconsin DNR in 2006
Lower Fox River Basin TMDL for phosphorus and sediment pollutants was approved by EPA in 2012
TMDL phosphorus and sediment allocations implemented thru Municipal Stormwater Permit
2023 WDNR concurrence of Village submitted Stormwater Plan of Action 1 2 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-102 Sediment Phosphorus TMDL Pollutants of Concern 3 4 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-103 Village Wide Summary Provided TSS Required TSS Provided TP Required TP Acres Watershed 48% 52% 33% 41% 1,929 East River 36% 72% 25% 41% 763 Fox River Stormwater Quality Management - Plan of Action 5 6 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-104 Riverview Pond Watershed 150 Acres Typical Wet Pond Cross Section +/- 5’ to 11’ 6’ to 8’ Safety Shelf 7 8 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-105
Costs Included: •Wet pond, storm sewer, pavement restoration, erosion controls, riprap, and landscaping (e.g. prairie/wetlands in pond, lawn restoration). •Baseball Diamond (only if shown to be relocated on the drawing). •Construction, engineering, contingency fund, and regulatory fees. •Wetland mitigation credits (if required).
Costs Excluded: •Retaining walls, fences, aerators, parking expansion, gas relocation. •Other park improvements Opinions of Probable Cost Riverview Pond Option 1 DNR Grant $150,000 (18%) Village $680,000 (82%) Total Cost $830,000 9 10 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-106 Riverview Pond Option 1 Pros •Lowest cost option •Adjacent to East River •No wetland impact •No softball field impact •Uses existing 48” storm sewer (2005) •Storm sewer does not cross gas main Cons •Neighborhood not in favor of pond within backyard Riverview Pond Option 2 DNR Grant $150,000 (7%) Village $2,000,000 (93%) Total Cost $2,150,000 11 12 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-107 Riverview Pond Option 2 Pros •Located in NE corner of park •Adjacent to East River •No wetland impact for pond Cons •Relocation of two softball fields •Wetland impact for two softball fields •Storm sewer crosses gas main •Highest cost option Riverview Pond Option 3 DNR Grant $0 (0%) Village $1,070,000 (100%) Total Cost $1,070,000 13 14 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-108 Riverview Pond Option 3 Pros •Low cost option, but not lowest •No impact to softball fields Cons •Wetland impact for pond •Limited ability to serve Park’s future stormwater needs •Storm sewer crosses gas main •Neighborhood not in favor of pond across the street Riverview Pond Option 4A DNR Grant $0 (0%) Village $1,410,000 (100%) Total Cost $1,410,000 15 16 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-109 Riverview Pond Option 4A Pros •Located in NE corner of park •Adjacent to East River •Reduces impact to one softball field Cons •Loss of one softball field •Wetland impact for pond •Storm sewer crosses gas main •Middle cost option
Summary: April 2023 – Joint PW and Parks Committee Meeting September 2023 – Public Informational Meeting December 2023 – Joint PW and Parks Committee Meeting February 2024 – Village Board Meeting
WDNR feedback on options Recent Public Meetings 17 18 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-1010
Public comment summary for Options 1, 2, 3 and 4A: 1. Neighborhood desires larger distance between homes and proposed pond. 2. Softball club desires minimal to no softball field loss (many families without a home near the park use the softball fields for recreation). 3. Minimize wetland disturbance (this comment seems to carry less weight with the public compared to the first two priorities). 4. Minimize costs (this comment seems to carry less weight with the neighborhood compared to the first priority). Public Comments
Pond Options: •Option 1 – Staff recommends adding fencing and aeration device at an approximate additional cost of $100,000 •Option 4A – Staff recommends adding relocation of the impacted softball field at an approximate additional cost of $300,000 Recommendation 19 20 The McMAHON Way…values. culture. Relationships, since 1909. 1445 McMAHON DRIVE NEENAH, WI 54956 920 751 4200 mcm@mcmgrp.com mcmgrp.com w:\PROJECTS\A0012\92200112\Admin\Meeting\2025-12-1011 Tentative Pond Schedule WDNR Grant Application Due: April 15, 2026 Finalize Plans, Specifications, and Cost Estimate: Fall 2026 Obtain WDNR Permits: Fall 2026 Construction Begins: May 2027 Questions? 21 22 PUBLIC WORKS COMMITTEE MEETING Tuesday, November 4th, 2025 at 5:30 p.m. Allouez Village Hall, 1900 Libal Street CALL TO ORDER/ ROLL CALL Chairperson Leiterman called the meeting to order at 5:36 p.m. Present: Beyler, Collison, Genrich, Lefebvre, Leiterman Also present: Sean Gehin, Jim March MODIFY/ADOPT AGENDA Genrich/Lefebvre moved to adopt the agenda as presented. Motion carried. APPROVAL OF OCTOBER 7TH, 2025 MINUTES Leiterman/Collison moved to approve the October 7, 2025 minutes. Motion carried. ANNOUNCEMENTS a. Joint Public Works Committee / Parks, Recreation, & Forestry Committee Meeting will be held on Wednesday, December 10th, 2025 at 5:30pm PUBLIC APPEARANCES - None 2026 PUBLIC WORKS DEPARTMENT BUDGET S. Gehin: - Gave an overview of the 2026 Public Works Department Budget Engineering Budget: - Budget is estimated at $158,000, an increase of approximately $30,000 compared to this year’s budget amount. - TDS project will resume this fall and completed in 2026. Budget includes TDS Permitting and Inspection Costs. Any expenses ($60,000) incurred next year to be offset by the permit fees. - Partial funding of a Staff Engineer. Expenses to be equally allocated to the engineering, sanitary, water and storm water utility accounts. - $10,000 for shared portion of GIS (Ruekert Meilke and ESRI), Autodesk Civil 3D and Adobe Acrobat Pro subscription cost of $40,000. Public Works Budget: - Next year’s estimated State General Transportation Aid funding is $476,000. An increase of approximately $36,000 compared to this year’s funding levels. - Recycling Grant funding is anticipated to match this year’s funding level - $98,500 - ROW Permit Fees. TDS Permit Fees to Generate Revenue Offsetting Village Incurred Expenses (review, permitting and inspection). - Do not anticipate generating any revenue from the sale of recyclables in 2026. - Sale of garbage and recycling carts to residents is anticipated to generate $40,000 to offset the purchase of new carts. - Mild winters have reduced amount of salt placed on village streets. Budget includes purchase of salt in the amount of $30,000 for the 2026/2027 winter season. - Street maintenance, repair and paving budgeted amounts are as follows: ▪ $500,000 Street Paving ▪ $50,000 Street Patching ▪ $25,000 Crack filling ▪ $10,000 for the Spot Repair of Defective Curb and Gutter ▪ $20,000 for the Spot Repair of Defective Sidewalk - Cost to clear and repair sidewalk will continue to increase with the construction of new sidewalk. (Libal Street (2024) and Greene Ave. (2025)). - Garbage and Recycling cart expense to be offset by revenue generated by sale of carts ($70 Each). - Landfill/MRF disposal cost overall to increase by $15,000 compared to this year’s budget. Garbage - The Brown County landfill tipping fee will increase from $55.75 to $57, a CPI increase of approximately 2%. Overall resulting in an annual increase from $5,000 to dispose of garbage. Recycling - It is anticipated that the Village will pay approximately $20/ton to dispose of recyclables in 2026 at an estimated cost of $20,000. A payment of $10/ton was anticipated this year. Sewage Treatment: - A rate case completed in June has led to an increase in annual operating revenues (roughly speaking $250,000). The 2026 forecasted revenue is $3.5 million. The forecasted operating expenses are $3.3 million; a $150,000 increase compared to this year’s budget of $3.15 million. - Sanitary Sewer Utility Budget items include-NEW Water is proposing a 7% cost increase for the treatment of wastewater (Municipal Users). Weather dependent the Village is estimating to pay approximately $2.5 million in 2026. An increase of $150,000 compared to this year’s budgeted treatment cost ($2.35 million). - Sanitary Sewer Repair budget of $60,000. An increase of $10,000 compared to this year’s budget. This is to account for rising material and installation costs. Water Department: - Leaks contributing to above average water purchase and water loss have been detected and repaired. And as such the estimated year end water purchase cost is above this year’s budgeted amount by $135,000. - CBCWA wholesale cost to purchase water will decrease from $4.42 to $4.28 per 1,000 gals. Next year’s projected wholesale water cost is estimated at $1,603,500. A decrease of $54,000 from this year’s budgeted expense of $1,657,500. - Continue with HydroCorp contract services for residential and commercial cross connection inspection. The 2026 budgeted Cross-Connection Inspection cost for residential and commercial inspections is approximately $21,000 and $8,000 respectively. - Verizon is proposing to install additional antenna to Standpipe. Added equipment will require structural improvements to tank. Cost to review, permit, construct and inspect improvements to be paid by Verizon. - Roof and overflow repairs to be completed at the Vande Hei and Dauphin reservoirs in 2026. Bond funding was secured this year to pay for project. - Increase contracted service budgets for the repair of watermain and water services to $70,000. Funds will be used to repair breaks, leaks and remove lead services. Storm Water Utility: - The storm sewer repair budget was increased to $70,000 to keep pace with rising construction costs. An increase of $10,000 compared to past budgeting efforts. - Pond maintenance expenses will decrease by $5,000 to $15,000. Includes maintenance of adjacent prairies and removal of rodents Equipment Replacement: - Forecasted revenue of $680,000 is greater than the estimated operation and maintenance cost is $580,000. Operation and maintenance cost does not include the cost to replace aged equipment. Continue to borrow for larger equipment purchases > $100,000 DRIVEWAY CONSTRUCTION STANDARD OPERATING PROCEDURES S. Gehin: - The scope of a reconstruction project includes the construction of new concrete driveway apron at no expense to the homeowner. - Behind the new apron the Village transitions to the existing driveway matching the existing pavement in-kind. - The length of the transition varies from 2-10 feet. - Driveway slope, layout of existing joints and condition of driveway all play a role in determining transition length. - On most reconstruction projects, there are a handful of homeowners wanting to replace the remainder of their driveway (project limits to the garage). - Consistent with past practices, homeowners are pointed to the concrete subcontractor. Additional driveway work is contingent upon contractor availability and is at the expense of the homeowner. - The subcontractor separately invoices the homeowner for the additional driveway work (i.e. from project limits to the garage). - Under this year’s reconstruction project, the concrete subcontractor did not have availability to take on additional driveway work (beyond that provided for in the contract). - Around 6 homeowners took it upon themselves to hire a contractor to replace the remainder of their driveway. And in some cases, the work was done before the pouring of the concrete driveway apron. Furthermore, limits of work extended from garage door to the proposed concrete apron eliminating need for the Village to transition behind the apron. - Homeowner replacement resulted in a uniform driveway slope, joint spacing and a reduction in project cost. The driveway transition as shown on the plan was no longer necessary. - Homeowners are requesting compensation for the driveway replacement completed within the transition area as shown on the plans and provided for in the contract. - Driveway reimbursement would be limited to the bid unit price and transition area as shown on the plans. Average reimbursement is estimated at $500 to $1000 per driveway. - To recognize homeowner cooperation and to treat property owners fairly, Gehin recommends reimbursement to the property owner. - To ensure matter is being handled on a consistent and fair basis, the Public Works Department will be putting together a standard operating procedure for future Street Improvement projects. WATER DISTRIBUTION SYSTEM – WATER USAGE S. Gehin: - From the beginning of this year through August undetected leaks within the Village water distribution system have resulted in an above average water purchase from the Central Brown County Water Authority. - During that timeframe the average daily water purchase was over 1.15 million gallons a day. A typical daily water purchase is roughly 1 million gallons. - A leak detection survey completed early in August discovered 11 leaks. The subsequent repair of those leaks has returned the Village’s water daily purchase to normal levels early in September. - This year’s budgeted annual and monthly bulk water purchase from CBCWA is 375,000,000 and 31,250,000 million gallons respectively. - As a result of the leaks, the yearend water purchase is estimated to be 405,000,000 gallons. At a billed CBCWA bulk water rate of $4.42 (1,000 gal) the additional expense to the Utility is estimated at $135,000. 2025 CONSTRUCTION PROJECT UPDATE S. Gehin: - Gave an update on the 2025 Construction projects. FUTURE AGENDA ITEMS - None ADJOURNMENT Genrich/Leiterman moved to adjourn at 6:17 p.m. Motion carried. MEMORANDUM DATE: November 26, 2025 TO: Sean Gehin / Village of Allouez FR: Doug Senso / raSmith RE: Libal Street Parking Analysis Introduction The Libal Street project in the Village of Allouez begins at the intersection of Lebrun Street and end s approximately 300’ southwest of the Hoffman Road intersection. This pr oject is proposed to include sidewalk extension on the east side of the street, curb ramp improvements, curb & gutter and s idewalk replacement as needed, spot storm sewer repair, and roadway resurfacing. The Village of Allouez desires to allow parking on one side of Libal Street to accommodate five-foot wide marked bicycle lanes on both sides of the roadway. To determine th e appropriate side of the street for parking, raSmith evaluated the number of parking spots available on each side and their proximity to land uses that benefit from adjacent parking. Methodology Both sides of Libal Street, from Lebrun Street to Hoffman Road, were evaluated to determine which side offers greater parking capacity. The assessment began with a revie w of existing parking signage. Currently, Libal Str eet has no posted parking restrictions, except for temporary limitations during garbage collection. Other WisDOT parking criteria found in Attachment 1 were used to determine the number of av ailable parking spaces on each side of the road. Ad ditional criteria outlined in Attachment 1 were applied to calculate t he number of available parking spaces on each side. These criteria include: • A minimum 15-foot gap between parking stalls and cro sswalks • A minimum 10-foot clearance from fire hydrants • A minimum 4-foot clearance from driveways • A standard parking stall length of 25 feet as agreed to with the village • A 20-foot no-parking zone near intersection curb rad ii Finally, locations of schools, churches, and busine sses were considered in addition to future developm ent plans. This segment of Libal Street is predominantly residentia l, except for two schools and two churches. Findings and Recommendation Using the methodology noted above, there are 65 avail able parking spaces on the west side of Libal Street and 62 on the east side. This very small difference was not consi dered a determining factor when evaluating which si de of the street to allow parking in the proposed condition. There are no major businesses or community destinations on ei ther side that factor into the parking recommendation. The west si de offers longer areas for continuous parking. Futu re plans north of Hoffman Road include redevelopment near Langlade El ementary School. The large Catholic school is locat ed on the west side of Libal Street, although the main student dro p-off area is along Delahaut Street which is 1 block west of Libal Street. For these reasons, it is recommended to locate the parking lane on the west side of Libal Street. In a ddition to the west side Page 2 / November 5, 2025 parking lane, curb extensions are recommended in th e northwest quadrants of the Longview Avenue and Hi lltop Drive intersections to shorten pedestrian crossings at th ese school zone locations. List of Attachments Attachment 1: WisDOT Typical Urban Parking Layout f or 2-Lane Highway Attachment 2: Libal Street Parking Analysis Exhibit Approval: ______________________________________ ___________ ______ Village of Allouez, Director of Public Works Date 0 5 HYDRANT LEBRUN ST KENNEY STGWYNN STLIBAL ST193' (7 SPACES)39' (1 SPACE)90' (3 SPACES)211' (8 SPACES)39' (1 SPACE)119' (4 SPACES)210' (8 SPACES)224' (8 SPACES) BEGIN PROJECT4517-07-00 10 15LONGVIEW AVE SUNRISE LN LIBAL ST HYDRANT 170' (6 SPACES)77' (3 SPACES)58' (2 SPACES)65' (2 SPACES)88' (3 SPACES)82' (3 SPACES)43' (1 SPACE)33' (1 SPACE)38' (1 SPACE)26' (1 SPACE)38' (1 SPACE)119' (4 SPACES)46' (1 SPACE) PARKING AVAILABILITY SHEET 1 SUBTOTALWEST SIDE: 33 PARKING SPACES (988 FEET)EAST SIDE: 36 PARKING SPACES (1,020 FEET) PROPOSED CROSSWALK LOCATED HERE DOTY ELEMENTARY SCHOOL430' EAST OF LIBAL STREET PLOT SCALE :1IN:60FT4517-07-70LIBAL STREETBROWNPARKING ANALYSIS EXHIBITWISDOT/CADDS SHEET 44EHWY:COUNTY:K:\1252711\CIVIL3D\45170700\DSGN\CHECK\LIBAL ST PARKING EXHIBIT.DWGFILE NAME : 11/4/2025 3:58 PMPLOT DATE :PLOT BY :BOUC, BRETT 2 PROJECT NO: PLOT NAME : 2 SHEET LAYOUT NAME - 60 Scale-1 1 20 25 VANDE HEI RDCUSTER CTE BRIAR LNLIBAL ST HYDRANTHYDRANTHYDRANT CHABAD OFTHE BAY AREA32' (1 SPACE)115' (4 SPACES)50' (2 SPACES)63' (2 SPACES)48' (1 SPACE)46' (1 SPACE)68' (2 SPACES)34' (1 SPACE)163' (6 SPACES)38' (1 SPACE)78' (3 SPACES)216' (8 SPACES) 30 35LIBAL STHILLTOP DR SOMERSET DR HYDRANTFATHER ALLOUEZ CATHOLIC SCHOOL /RESURRECTION CATHOLIC CHURCH 43' (1 SPACE)135' (5 SPACES)172' (6 SPACES)215' (8 SPACES)173' (6 SPACES) PARKING AVAILABILITY SHEET 2 SUBTOTALWEST SIDE: 32 PARKING SPACES (883 FEET)EAST SIDE: 26 PARKING SPACES (806 FEET)PARKING AVAILABILITY TOTALSWEST SIDE: 65 PARKING SPACES (1,871 FEET)EAST SIDE:62 PARKING SPACES (1,826 FEET) END PROJECT4517-07-00 PLOT SCALE :1IN:60FT4517-07-70LIBAL STREETBROWNPARKING ANALYSIS EXHIBITWISDOT/CADDS SHEET 44EHWY:COUNTY:K:\1252711\CIVIL3D\45170700\DSGN\CHECK\LIBAL ST PARKING EXHIBIT.DWGFILE NAME : 11/4/2025 3:58 PMPLOT DATE :PLOT BY :BOUC, BRETT 2 PROJECT NO: PLOT NAME : 2 SHEET LAYOUT NAME - 60 Scale-2 EXISTING TYPICAL SECTION - LIBAL STSTA XX TO STA XX Ϯ йϭϮΖϭϮΖϮ йTZAsEL LANETZAsEL LANEZͬLZͬt ϮϰΗ ChZB Θ GhTTEZ͕ TYP ϴ͘ϱΖϴ͘ϱΖϱΖ ϱΖϭϭ͘ϱΖ ϭϭ͘ϱΖΎϰϬΖ ZͬtϰϬΖ ϰΗ CONCZETE SIDEtAL<͕ TYPϰΗ ASPHALTIC PAsEDENT͕ TYPϭϯΗ CZhSHED AGGZEGATE BASECOhZSE͕ TYPCONCZETE SIDEtAL< STA XX TO STA XX NOTESΎZEDhCED TEZZACE tIDTH BETtEEN STA XнXX - STA XнXX ϮΖ;TYPͿ tISDOTͬCADDS SHEET ϰϮEHtY͗COhNTY͗<͗ͰϭϮϱϮϳϭϭͰCIsILϯDͰϰϱϭϳϬϳϬϬͰSHEETSͰϬϮϬϯϬϭ-TS͘DtGFILE NADE ͗ ϭϮͬϯͬϮϬϮϱ ϯ͗ϰϭ PDPLOT DATE ͗PLOT BY ͗BOhC͕ BZETT 2 PZO:ECT NO͗PLOT NADE ͗ 2 SHEET PLOT SCALE ͗ϭ IN͗ϭϬ FTBZOtNTYPICAL SECTIONSLAYOhT NADE - ϬϮϬϯϬϭ-ƚƐLIBAL STZEETϰϱϭϳ-Ϭϳ-ϳϬ Ϯ йϭϮΖϭϮΖϮ͘ϴ йTZAsEL LANETZAsEL LANEZͬL Zͬt ϮϰΗ ChZB Θ GhTTEZTO ZEDAIN ;TYPͿΎ ϱΖ ϱΖ ϱΖϱΖ ϭϭ͘ϱΖϭϭ͘ϱΖ ϯϲ͘ϱΖZͬtϰϯ͘ϱΖϳΖ BI<E LANEBI<E LANEPAZ<INGLANEEXIST CͬLϯ͘ϱΖ FINISHED TYPICAL SECTION - LIBAL STϰΗ CONCZETE SIDEtAL<TO ZEDAINΎΎϮΗ ZEDOsING ASPHALTICShZFACE DILLINGϮΗ HDA PAsEDENTϰΗ CONCZETE SIDEtAL< TO ZEDAINΎΎCONSTZhCT NEt SIDEtAL<STA XнXX - STA XнXX ZT ANDSTA XнXX - STA XнXX ZTSTA XX TO STA XXNOTESΎSEE PLAN FOZ LOCATION OF ChZB Θ GhTTEZ ZEPLACEDENT AZEASΎΎSEE PLAN FOZ LOCATION OF SIDEtAL< ZEPLACEDENT AZEAS ϮйϮйEXISTING ϭϯΗ CZhSHED AGGZEGATEBASE COhZSE TO ZEDAINϮΖ;TYPͿ tISDOTͬCADDS SHEET ϰϮEHtY͗COhNTY͗<͗ͰϭϮϱϮϳϭϭͰCIsILϯDͰϰϱϭϳϬϳϬϬͰSHEETSͰϬϮϬϯϬϭ-TS͘DtGFILE NADE ͗ ϭϮͬϯͬϮϬϮϱ ϯ͗ϰϭ PDPLOT DATE ͗PLOT BY ͗BOhC͕ BZETT 2 PZO:ECT NO͗PLOT NADE ͗ 2 SHEET PLOT SCALE ͗ϭ IN͗ϭϬ FTϰϱϭϳ-Ϭϳ-ϳϬLIBAL STZEETBZOtNLAYOhT NADE - ϬϮϬϯϬϮ-ƚƐ TYPICAL SECTIONS VILLAGE OF ALLOUEZ Allouez Village Hall ◦ 1900 Libal Street ◦ Green Bay, Wisconsin 54301-2453 Phone No.: (920) 448-2800 ◦ Fax No.: (920) 448-2850 Department of Public Works 12/02/2025 2025 Water Utility Rate Case - Update With assistance from the Village, Onward Accounting and Consulting has completed and submitted a conventional rate case to the Public Service Commission (PSC). As reported at the August 5, 2025, committee meeting, the Village undertook the water rate study to determine the adequacy of the rates to meet utility operational and maintenance costs including debt service requirements. The rate case submitted to the PSC in November proposes a 10% rate increase. In general, the proposed increase results in a $4.00 increase to an average monthly water bill. The PSC will review and ultimately determine the rate increase necessary to adequately fund the water utility. Review of the rate case is anticipated to take four to six months and includes a public hearing prior to the final decision by the PSC. The implementation of new rates by the Village is expected mid-2026. The last water rate case was implemented in January of 2022. Water rates billed by our neighboring water utilities are attached. While many of the communities’ bill on a quarterly basis, the attached is presented on a monthly basis for comparison purposes. During the preparation of the rate case, staff questioned a possible change from monthly to quarterly billing. Such a move would require PSC approval. Village staff are compiling information on cost savings and the impact on our customers. Those savings and impacts include: • Cost savings due to fewer mailings • Staff availability • Customer Affordability • Customer Undetected Water Loss • Additional Services – Customer portal for monitoring of water usage The sanitary sewer and stormwater utility rates were last raised in June of this year and May of 2024, respectively. Sean J. Gehin, P.E. Director of Public Works Utility ID Utility Name County Utility Class Billing Frequency Monthly / Quarterly Current Rates 3,166.67 gallons with PFP Direct charge With Estimated Increase at 3,166.67 gallons Latest Rate Case Effective Date Known Pending Rate Case and estimated Increase 1610 De Pere Water Department Brown AB Q $ 45.72 $ 54.41 6/1/2024 2026 CRC pending 2800 Kaukauna Utilities Outagamie AB M $ 54.26 $ 54.26 8/1/2025 1600 Denmark Municipal Water Utility Brown C Q $ 49.94 $ 49.94 3/15/2024 5296 Town of Scott Water Utility Brown D Q $ 49.52 $ 49.52 12/30/2024 4890 Pulaski Water Department Brown C Q $ 49.37 $ 49.37 9/18/2025 2026 CRC pending 430 Bellevue Water Utility Brown AB M $ 37.17 $ 47.94 7/20/2015 October 2025 28.97% increase 70 Village of Allouez Water Department Brown AB M $ 41.58 $ 45.73 1/1/2022 2026 CRC pending 2620 Village of Howard Water and Sewer Department Brown AB M $ 44.22 $ 44.22 1/20/2021 3095 Town of Lawrence Water Utility Brown C Q $ 44.08 $ 44.08 8/1/2024 2135 Freedom Sanitary District No 1 Outagamie C Q $ 27.65 $ 43.35 6/1/2021 2026 Step I /2027 Step II increases at 20% for Step I and 40% for Step II (Estimated Increase is full 60%) 5990 Two Rivers Water and Light Utility Manitowoc AB M $ 42.27 $ 42.27 9/1/2023 6800 Village of Wrightstown Water Utility Brown C Q $ 41.75 $ 41.75 6/1/2022 1615 Ledgeview Sanitary District No 2 Brown C Q $ 37.78 $ 37.78 3/21/2025 5780 Sturgeon Bay Utilities Door AB M $ 34.07 $ 34.07 8/1/2025 2310 Town of Grand Chute Sanitary District 1 Outagamie AB Q $ 32.78 $ 32.78 7/1/2024 3550 Fox Crossing Utilities Outagamie AB Q $ 31.59 $ 31.59 11/15/2024 190 Appleton Water Department Outagamie AB Q $ 31.41 $ 31.41 1/1/2018 6810 GREENLEAF WATER UTILITY Brown D Q $ 29.76 $ 29.76 12/18/2024 255 Ashwaubenon Water And Sewer Utility Brown AB Q $ 27.75 $ 27.75 3/18/2025 2573 Village of Hobart Water Utility Brown C Q $ 25.68 $ 25.68 1/1/2024 2350 Green Bay Water Utility Brown AB Q $ 24.42 $ 24.42 8/1/2024 5795 Suamico Water Utility Brown C Q $ 23.24 $ 23.24 6/14/2023 2026 CRC pending 3140 Little Chute Municipal Water Department Outagamie AB M $ 21.08 $ 21.08 9/29/2015 1545 Darboy Joint Sanitary District No 1 Outagamie AB Q $ 19.81 $ 19.81 9/24/2021 3320 Manitowoc Public Utilities Manitowoc AB M $ 17.86 $ 17.86 12/1/2023 AVERAGE MONTHLY BILLS