2022 Capital Budget

PROPOSED FUNDING PLAN 2022 Capital Budget GENERAL FUNDING GOALS • Maintain our current annual debt levy of approximately $2.5 million • Maintaining a steady debt levy is a key component of our long-term financing goals. • The $2.2 million levy supported borrowing in our 2022 capital budget fits into our long-term goal. RECOMMENDED FUNDING SUMMARY (FOR THE PROPOSED 2022 CAPITAL BUDGET) New GO Debt Cash on Hand Impact Fees T otal Public Works & Storm Utility (10-year tax levy debt) $2,200,000 $792,600 - $2,992,600 Water Utility (20-year debt paid from user charges) 1,306,000 - 1,126,000 2,432,000 Park Projects 4,270,000 300,000 - 4,570,000 TID 8 100,000 - - 100,000 Sewer Utility (paid from user charges) - 557,000 - 557,000 T otal Proposed 2022 Capital Budget $7,876,000 $1,649,600 $1,126,000 $10,651,600 Includes $707,600 cash from the sale of the Distribution Center Debt borrowing for Park Projects: - Aero Park: $1,220K Park Impact Fees -Village Park Phase II: $700k Park Impact Fees, $500K TID 9, $700K T ourism, $1,150K Fundraising 2022 DEBT BORROWING • 2022 Proposed Capital Budget • $2,200,000 Capital Projects • $1,920,000 Park Impact Fees • $600,000 TIDs • $700,000 T ourism • $1,306,000 Water Utility • $1,150,000 Fundraising • 2022 Additional Debt Borrowing • $2,000,000 TID 8 (Taxable) • $600,000 TID 10 (Taxable) • $690,000 Municipal Facilities Fund 605 2022 CAPITAL BUDGET AT A GLANCE 1/5/2022 VILLAGE PROJECTS Approved Crucial Declaration Project # DESCRIPTION Life COST EXPLANATION to Recommend of Intent by Must Do Operations VB on file In order to reduce potential hazards to pedestrians and to minimize the exposure of the Village to liability for personal injury, the Village 2022 Sidewalk Replacement Program 10+ $120,000has initiated an on-going program for inspection of existing sidewalks and for repair or replacement of defective sidewalk sections. X This proposed project is part of the Village’s on-going program to replace defective curb and gutter and repair defective concrete pavements in the 2022 Curb & Gutter Program 20+ $75,000 Village. The Village initiated the curb and gutter replacement program several years ago in conjunction with the Sidewalk Replacement Program andX has continued this annual program focusing on the most defective and deteriorated curb and gutter sections each year on a rotating basis throughout the curb and gutter areas of the Village. The Village also as part of this program replaces of defective concrete pavement on roadways that are maintained by the Village. The Village maintains several miles of concrete pavement and sections of the pavement have deteriorated to a point that replacement is necessary. This proposed project is part of the Village’s on-going program to install storm sewer that addresses areas of existing roadways that do not drain properly, 2022 Storm Sewer Program 20+ $75,000 need storm sewer and to alleviate sump pump icing issues. X As part of the 2022 Asphalt Paving Program the Engineering Department typically uses two funding sources. The first being a portion of the $1,008,778 that 2022 Asphalt Paving Program 10+ $600,000 the Village Board has appropriated to the Department of Public Works 2022 Operating Budget for replacement of deteriorated pavement and the second X being the $600,000 that is being asked for as part of this Capital Budget. Even with the money budget to the DPW Operating Budget above there is a large amount of work necessary to be done to the existing Village streets and that is why we are asking for the $600,000 as part of the Capital Budget. The Village Board in 2007 decided to move the costs for the Village’s Asphalt Paving Program to the Capital Budget, which is the Village’s on-going program to replace deteriorated asphalt pavement. The purpose of the Asphalt Paving Program is to replace portions of existing asphalt pavement on Village streets that have deteriorated to such a level that routine maintenance is no longer effective. In doing this work it will extend the serviceable life of the roadway for a minimum of approximately 10 years. If this work is not done the asphalt pavement on Village streets will continue to deteriorate to a level where the entire roadway will need to be replaced and this reconstruction will cost significantly more in the future. After making repairs to the dam lift gates seven years ago, the dam has begun to fail once again in the previously repaired locations. Staff is currently working Lepper Dam Repair Project 20+ $50,000 with a consulting engineering company to prepare a grant submission for the design and repair costs for any repairs that need to be made as part of theX DESIGN failure. The Municipal Dam grant program provides a cost-sharing opportunity for eligible engineering and construction costs for dam maintenance, repair, modification or abandonment and removal up to a maximum of $1,000,000.00. It is intended to phase the project over a number of years. The first year will consist of drawing down the Mill Pond along with associated permit fees and work, as well as the costs for design. The grant application is by March 4, 2022. The Village of Menomonee Falls approved the Project Agreement between the Wisconsin Department of Transportation and the Village of Menomonee Falls Menomonee Avenue Reconstruction 20+ $112,600 for design of the reconstruction of Menomonee Avenue between Town Hall Road and Appleton Ave (STH 175) on July 20, 2020. This project consists of onlyX Appleton Ave to Town Hall Road the design of Menomonee Avenue from Town Hall Road to Appleton Avenue (STH 175) as part of the WDOT STP-Urban project which provides an 80% DESIGN Federal/20% Local split of project costs. In 2014 the Village undertook a process to perform hot in place asphalt recycling and then overlay with pea gravel. In the seven years since the process the roadway has a WISLR rating of 3. Along with the deteriorating pavement, there is under sized or mainly a lack of storm sewer along this section of Menomonee Ave. In heavy rain events approximately 18 inches of water stands on the road just west of Shady Lane Parkway where a drainage ditch enters the Tamarack Swamp. This area of the road needs to be raised and properly sized culverts installed. This is a concern since it is a route to the hospital. Upon Completion of the design, the Village and WDOT will enter into a new SMA that would cover the reconstruction portion of the project. The Village has submitted the STP-Urban application for the Construction portion of this project and requested a 2025 construction year. This project consists of the reconstruction of the Lilly Road Bridge. The existing structure has a current sufficiency rating is 16.9 and needs to be replaced. 41216 Lilly Road Bridge Reconstruction 20+ $340,000 The Village entered into a State Municipal Agreement with the Wisconsin Department of Transportation to reconstruct this bridge. The design is finishedX CONSTRUCTION and approved, the acquisition is complete and the project will be let in February of 2022 and construction to begin in June of 2022 and completion by the end of September of 2022. This project consists of the preliminary design for the future reconstruction of County Line Road from STH 145 to Boundary Road. The pavement in this County Line Road Reconstruction 20+ $50,000 section deteriorated and rutting with a PASER rating of a 3. As part of its next expansion of the landfill, Waste Management will be working to relocate theX STH 145 to Boundary Rd main entrance to the facility from Boundary Road to County Line Road. If this relocation occurs the added traffic to the section of County Line will cause the DESIGN deterioration to occur at a faster rate. The Design of the project will consist of surveying, preliminary layouts with turn lanes, pavement design and cost estimates. This project consists of the reconstruction of Jacobson Drive from Dardis Drive to Ann Avenue. The water main in this section of Jacobson was relayed in the Jacobson Dr - Dardis Dr to Ann Ave 20+ $1,232,000 summer of 2021. The reconstruction will include reconstructing of the sanitary sewer manholes, relaying of the sanitary laterals from the main to the homes,X Storm Sewer, Sanitary Laterals & Street Reconstruction removal and replacement of the curb & gutter and driveway approaches, installation of storm sewer and removal and replacement of the base course and CONSTRUCTION asphalt pavement. The sidewalk and driveway approaches will be replaced as part of this project. The Sanitary Laterals will be replaced as part of the MMSD’s Private Property Infiltration and Inflow Reduction Program. The work will consist of canvasing 23 residents on Jacobson Drive to participate in the sanitary sewer lateral replacement program. Replacement will consist of open cut trenching with a full pipe replacement up to the home, if the homeowner determines they would like to participate in the program. Otherwise, the laterals will be replaced from the main line to the lot line. This project consists of the design of the reconstruction of Grand Avenue from the Bugline Trail to Woodlawn Drive. The reconstruction will include relaying of Grand Ave - Bugline to Woodlawn Dr 20+ $50,000 the water main with appurtenances, adjusting of sanitary sewer manholes, sanitary lateral relay, removal and replacement of curb & gutter and drivewayX WM Relay, Storm Sewer & Street Reconstruction approaches, adding sidewalk and asphalt path along the parkway, upsizing of existing storm sewer, installation of additional storm sewer, purchase of DESIGN property for installation of a detention pond, construction of a detention pond and bio infiltration basins and removal and replacement of the asphalt pavement. This Area also has experienced storm water problems and poor drainage. The upsize in storm sewer was recommended as part of the Storm Sewer System Study completed by Ruekert/Mielke in 2001 and the detention pond and bio infiltration basin will help with the Village’s MS4 requirements. The Storm Sewer will also eliminate the poor drainage, sump pump icing, standing water potential damage to the curb & gutter and asphalt pavement. Roman Drive is currently a private access road from Falls Parkway to Grand Avenue being maintained by private parties. As part of the TID #8 Amendment, Roman Dr - Grand Ave to Falls Parkway 20+ $50,000 this section of private road is intended to be made into a public street. This project consists of the design for the reconstruction of Roman Drive in order toX WM Relay, Storm Sewer & Street Reconstruction bring it up to current public road standards. The reconstruction will include a new water main with appurtenances to provide a loop from Falls Parkway to DESIGN Grand Avenue that does not currently exist. The reconstruction will also remove the existing asphalt pavement and driveways and install curb & gutter, driveway approaches, sidewalk and additional storm sewer. A bio-infiltration basin will be constructed at the end of the new storm sewer to help with the Village’s MS4 requirements. New base course and asphalt will be installed along with any restoration. A Right-of-Way/Easement document will be surveyed and prepared for the dedication of the private road to become public. This project consists of the reconstruction of the roadway and relay of the water main in Chippewa Drive from Cheyenne Drive to Cherokee Drive. The 41232 Chippewa Dr - Cheyenne to Cherokee 20+ $480,000 project will include relaying of the water main with appurtenances, adjusting of the sanitary sewer manholes, removal and replacement of curb & gutter andX WM Relay, Storm Sewer & Street Reconstruction driveway approaches, upsizing of existing storm sewer, installation of additional storm sewer and removal and replacement of the asphalt pavement. CONSTRUCTION The existing 8” water main will be replaced due to the age, cast iron material of the water main and the water main breaks in this subdivision. This project consists of the design for the relay of the water main and the reconstruction of the roadway in Ridgeview Drive from Cherokee Drive to Pilgrim Ridgeview Dr - Cherokee Dr to Pilgrim Rd Road. The reconstruction will include relaying of the water main with appurtenances, adjusting of the sanitary sewer manholes, removal and replacement WM Relay, Storm Sewer & Street Reconstruction 20+ $300,000 of curb & gutter and driveway approaches, upsizing of existing storm sewer, installation of additional storm sewer, installation of new curb & gutter in ruralX DESIGN & WATER MAIN RELAY section and removal and replacement of the asphalt pavement. The existing 8” water main will be replaced due to the age, cast iron material of the water main and the water main breaks in this subdivision. This project consists of a relay of the water main with appurtenances in St Thomas Drive from Roosevelt Drive to Shady Lane. The existing 8” water main St Thomas Dr - Roosevelt to Shady Ln 20+ $205,000 will be replaced due to the age of the water main, material of the water main and number of breaks and is a continuation of the water main replacementX Water Lateral Relay in the Shepherd Hills Addn No. 2 subdivision. DESIGN & CONSTRUCTION This project consists of a relay of the water main with appurtenances in Highland Drive from Shady Lane to the East. The existing 8” water main will be Highland Ct - Shady Ln to East 20+ $315,000 replaced due to the age of the water main, material of the water main and number of breaks and is a continuation of the water main replacement in the X Water Lateral Relay Shepherd Hills Addn No. 2 Subdivision area. DESIGN & CONSTRUCTION This project consisted of relaying the existing 8 inch water main in Fox Ridge Court and Stonefield Drive from Wells #8 & #9 to Maple Crest Lane with a 72067 Stonefield Dr - Wells #8&#9 to Maple Crest Ln20+ $125,000 12 inch water main. Through the design process it was determined that the 12 inch water main should be extended an additional 820 feet to connect withX Water Lateral Relay the existing 12 inch water main at Old Hickory Road. The Additional funds are for the additional 12 inch water main and restoration. ADDITIONAL FUNDS The original project was approved as part of the 2019 Capital Budget and was based upon the 2014 Ruekert & Mielke study to analyze the Village’s water system in the southwest area of the Village. The study came back with some recommendations on improvements that should be made to the system. This project is one of the recommendations that should be done because due to the smaller diameter water main going to Wells #8 & #9, the velocity and headloss in the water main exceed industry standards when the pump station is in operation. This project involves boosting the chloramine disinfectant level in the incoming water supply from the City of Milwaukee to the reservoirs located at Margaret 72073 Chloramine Booster Station - Phase II 20+ $250,000 Road, and Town Hall Road. In late Summer or early Fall, as the temperature of the supply water from the City of Milwaukee increases, so does the chloramineX DESIGN & CONSTRUCTION demand in the water. The result is decreased disinfection levels in the water distribution system. Boosting the chloramine disinfectant entering each reservoir will help stabilize the total chlorine residual levels within the distribution system, improving the quality of water delivered to our Utility customers. The design and operation of the chloramine booster systems will meet current DNR requirements for public drinking water systems. The chloramine booster system will be designed to operate seasonally, as necessary, when the system water temperature climbs above 55-60 degrees. At the Margaret Road facility, the chloramine booster system will be constructed in an area of the building where Well #4 is currently located. As part of the project, Well #4 and Well #7 (both located at the Margaret Road facility) must be abandoned and the new chemical feed rooms will be built. These wells are being abandoned to create space for the chloramine booster system and to comply with an Agreement between the Village and the DNR to abandon these obsolete wells by August of 2024. At the Town Hall Road facility, the chloramine booster system will incorporate an existing chemical feed room with the addition of a second chemical feed room and an outside access door in accordance with DNR requirements. Additional funds are needed to cover a portion of Phase II of the project. Phase I included the removal of Wells 4 & 7 (completed early fall of 21’), and Phase II will consist of installing the chloramine booster stations at the pump houses on Town Hall and Margaret Roads. Phase II also consists of converting an old iron filter room into garage space. In recent years, the performance of the SCADA (Supervisory Control and Data Acquisition) radio systems has begun to struggle due to a variety of factors. Ageing antenna and radio hardware, changing physical operating environments such as trees growing, new building structures, and an increase in use of the SCADA Radion Upgrades 20+ $241,000 unlicensed bands, have all started to contribute to intermittent operational difficulties at various time of the year. The SCADA system monitors and controlsX field devices at remote sewer and water locations throughout the Village. SCADA systems are critical as they help maintain efficiency by collecting and processing real-time data from mostly pump and lift stations. The main purpose for the use of SCADA is to monitor the equipment for any malfunctions and/or disturbances and control equipment in remote water and wastewater locations throughout the Village. The current system is beyond its useful life of ten years (installed in 2007). Since originally installed, several modifications to the radio system were made to accommodate new remote sites and to improve performance. However, the system is now struggling to perform based upon the factors previously stated. New technology that allows for the use of a dedicated frequency that is regulated will help with the reliability of the system. The current frequency is unregulated and underpowered and has become overcrowded since 2007. A maximum output power five-times what we currently have will also be considered to improve reliability. A dedicated frequency pair together with a higher maximum output power will provide a much more reliable SCADA system. The estimated lifespan of this system is 10-15 years. Cost estimates were developed by pre-designing a combined water/wastewater network. This strategy will simplify the network architecture and result in fewer repeater sites compared to the current system. Adjustments in design will reduce the projected hardware costs from initial cost estimates we received. Cellular technology was also considered as an option for this type of communications system. However, the long-term cost of data plans in addition to the initial installation costs for each location in the network compares financially unfavorable to a private radio system over the estimated life of the network. This proposed radio system will be designed to operate together with a proposed fiber optic network to build out the SCADA communication network for the water and wastewater utilities. This project consists of the design and construction for the extension of a 12-inch water main along Town Line Road and Main Street from Augusta Town Line Rd - Augusta Pkwy to Whispering Blvd20+ $1,126,000 Parkway in the Silver Spring Estates Subdivision to Whispering Blvd. This would provide water service to existing properties in the Village of MenomoneeX Water Main Extension Falls and also adjacent vacant lands proposed to be developed into a single-family subdivision. This would also bring the Village’s water system closer DESIGN & CONSTRUCTION to the Walterwood and Hillspring Estates subdivisions which are currently serviced by Well and Septic. This project consists of the Construction of the 2nd Phase of Village Park. Phase I was complete in the fall of 2020 which consisted of the plaza area with 64074 Village Park - Phase II 20+ $3,350,000 restroom facility and the Amphitheatre and great lawn. Phase II will consist of the removal of the tennis courts, parking lot, basketball courts and playgroundX CONSTRUCTION structure. The project will then grade the phase II area, construct a shelter building, relocate and reconstruct the parking lot and tennis courts with pickleball courts being added as well as reconstruct the asphalt paths. Lastly a new and larger playground area with a splash pad will be constructed along with a new lighting system, seating area and landscaping. This project was included in the Village of Menomonee Falls Public Facilities Needs Assessment and Impact Fee Study Update approved on June 15, 2020. This project consists of the construction of Phase I of Aero Park Community Park located in the Northeast Corner of the intersection of Lisbon Road and 64075 Aero Park - Community Park 20+ $1,220,000 Lannon Road. There was a Master Plan created for this park in 2016 and a revised concept was presented to the Village Board on January 3rd, 2022 thatX Phase I laid out the elements of the proposed Aero Park along with phasing plans and cost estimates. DESIGN & CONSTRUCTION Phase I would consist of the mass grading of the site along with grass, wetland and prairie restoration. The path system would also be installed consisting of mowed and asphalt trails and some boardwalk sections. This project was included in the Village of Menomonee Falls Public Facilities Needs Assessment and Impact Fee Study Update approved on June 15, 2020. The Village is regulated under a Wisconsin Department of Natural Resources (WDNR) Municipal Separate Storm Sewer System (MS4) Permit which covers Water Quality Master Plan and MS4 Permit15+ $285,000 all storm water discharges within the Village. Part of the Village is also located within the Milwaukee River watershed, meaning that a portion of the Village isX Compliance Project regulated by the pollutant allocations derived from the Milwaukee River Total Maximum Daily Load. To help fund mandated compliance activities, the Village applied for a WDNR Urban Nonpoint Source Storm Water Planning Grant. The Village received the grant and is eligible for $85,000 in funding from the WDNR to offset the costs of the activities presented herein. The total cost of the proposal is $282,785. Compliance with the MS4 Permit and TMDL regulations will require the Village to develop the following: Illicit discharge program developments/updates Human Illicit Discharge Potential (HIDP) analysis WinSLAMM water quality modeling updates NR151 & Total Maximum Daily Load (TMDL) compliance alternatives and recommendations Bacteria source inventory and elimination plan Total 2021 Capital Budget 10,651,600 Village of Menomonee FallsCapital Improvement Plan 2022 - 2026 2022 PROJECT ENGINEER PROJECT NUMBER PROJECT CAPITAL PROJECTS PARK IMPACT FEE TID's TOURISM WATER UTILITY SANITARY SEWER UTILITY STORM WATER UTILITY FUNDRAISING TOTAL GENERAL OBLIGATION CAPITAL FUND MUNICIPAL FACILITIES & EQUIPMENT FUND FIRE IMPACT FEE PARK IMPACT FEE STORM UTILITY WATER UTILITYWATER IMPACT FEE SANITARY SEWER UTILITY SANITARY SEWER IMPACT FEES OTHER CASH TOTAL TOTAL COST COMMENTS PUBLIC WORKS PROJECTS 2022 Sidewalk Replacement Program120,000 120,000 0 120,000 2022 Curb & Gutter Program 75,000 75,000 0 75,000 2022 Storm Sewer Program 75,000 75,000 0 75,000 2022 Asphalt Paving Program 600,000 600,000 0 600,000 Seal and Crack Filling in 2022 Operating Budget Lepper Dam Repair Project - DESIGN 50,000 50,000 0 50,000 TRANSPORTATION PROJECTS Menomonee Avenue Reconstruction (Appleton Ave to Townhall Road) Design 112,600 112,600 112,600WDOT Project 41216 Lilly Road Bridge Reconstruction - CONSTRUCTION 340,000 340,000 340,000WDOT Project County Line Road Reconstuction - STH 145 to Boundary Road - DESIGN 50,000 50,000 0 50,000 Jacobson Dr - Dardis to Ann Avenue - RECONSTRUCTION 117,400 117,400 407,000 707,600 1,114,600 1,232,000$707,600 Distribution Center Proceeds Grand Avenue - Bugline Trail to Woodlawn Dr - Wm Relay, Storm Sewer & Street Reconst - DESIGN 50,000 50,000 50,000TID #8 Roman Drive - Grand Ave to Falls Prkwy - Wm Relay, Storm Sewer & Street Reconst - DESIGN 50,000 50,000 50,000TID #8 41232 Chippewa Dr. - Cheyenne Dr to Cherokee Dr - Wm Relay, Storm Sewer & Street Reconst - CONSTRUCTION 430,000 50,000 480,000 480,000 Ridgeview Drive - Cherokee to Pilgrim Rd - Wm Relay, Storm Sewer & Street Reconst - DESIGN & WM 30,000 270,000 300,000 300,000 WATER PROJECTS St. Thomas Dr - Roosevelt to Shady Lane - Water main Relay - DESIGN & CONSTRUCTION 205,000 205,000 205,000 Highland Court - Shady Ln to East - Water main Relay - DESIGN & CONSTRUCTION 315,000 315,000 315,000 72067 Stonefield Dr - Wells #8 & #9 to Maple Crest Lane - Water main Relay - ADDN FUNDS 125,000 125,000 $125,000 72073 Chloramine Booster Station - Phase II - DESIGN & CONSTRUCTION 250,000 250,000 250,000 SCADA Radio Upgrades 91,000 91,000 150,000 150,000 241,000 Townline Rd Water Main Extension - Agusta Pkwy to Whispering Blvd - DESIGN & CONSTRUTION 1,126,000 1,126,000 1,126,000 PARKS PROJECTS 64074 Village Park - Specialty Park Phase II - CONSTRUCTION 700,000 500,000 700,000 1,150,000 3,050,000 100,000 200,000 300,000 $3,350,000$200,000 ARP Funds 64075 Aero Park - Community Park - PHASE I - DESIGN & CONSTRUCTION 1,220,000 1,220,000 $1,220,00049% Future Growth-51% Deficiency STORM WATER PROJECTS Water Quality Master Plan and MS4 Permit Compliance Project 200,000 200,000 85,000 85,000 $285,00085,000 to come from WDNR Grant MUNICIPAL FACILITIES TOTAL 2,200,000 1,920,000 600,000 700,000 1,306,000 0 0 1,150,000 7,876,000 100,000 0 0 0 0 0 1,126,000 557,000 0 992,600 2,775,600 10,651,600 GENERAL OBLIGATION CASH ON HAND VILLAGE OF MENOMONEE FALLS PROPOSED FIVE YEAR CAPITAL PLAN 2022-2026 1/11/2022 Proposed Proposed Proposed Proposed Proposed 5 Year Description 2022 2023 2024 2025 2026 Total VILLAGE PROJECTS Asphalt Paving Program $600,000 $600,000 $600,000 $400,000 $600,000 $2,800,000 Curb & Gutter Program $75,000 $100,000 $100,000 $100,000 $100,000 $475,000 Sidewalk Replacement Program $120,000 $150,000 $150,000 $150,000 $150,000 $720,000 Storm Sewer Program $75,000 $100,000 $100,000 $100,000 $100,000 $475,000 Aero Park - Community Park $1,220,000 $885,000 $261,000 $2,366,000 Ann Avenue - Jacobson Dr to Hiawatha Dr - Wm Relay & Sanitary Laterals $304,600 $304,600 Chippewa Dr. - Cheyenne Dr to Cherokee Dr - Wm Relay, Storm Sewer & Street $480,000 $480,000 Chloramine Booster Station - Phase II $250,000 $250,000 County Line Road Reconstuction - STH 145 to Boundary Road $50,000 $2,944,500 $2,994,500 Dardis Ave - Ann Ave to Men Ave - Wm Relay & Sanitary Laterals $491,000 $491,000 Dardis Ave - Jaconson Dr to Ann Ave - Wm Relay,San Lat, Storm & Street $847,400 $685,000 $1,532,400 Fire Station #2 - Addition & Modifications $1,300,000 $1,300,000 Grand Avenue - Bugline Trail to Woodlawn Dr - Wm Relay, Storm Sewer & Street $50,000 $500,000 $2,400,000 $2,950,000 Hiawatha Dr - Mary Ct to Men Ave & Mary Ct - Wm Relay & Sanitary Laterals $816,600 $816,600 Highland Court - Shady Ln to East - Water main Relay $315,000 $315,000 Jacobon Dr - Ann Ave to Men Ave - Wm Relay & Sanitary Laterals $670,600 $670,600 Jacobson Dr - Dardis to Ann Avenue - Storm Sewer & Street $1,232,000 $1,232,000 Kings Highway - Pilgrim Rd to Rozanne Dr - Water main Relay $765,000 $765,000 Lavergne Ave - Men Ave to Ann Ave - Wm Relay & Sanitary Laterals $394,400 $394,400 Lepper Dam Repair Project $50,000 $250,000 $300,000 Lilly Road Bridge Reconstruction $340,000 $340,000 Menomonee Ave - Appleton to Town Hall - Water main Relay $90,000 $1,729,500 $1,819,500 Menomonee Ave Culvert Replacement - 200 ft East of Main St by Bugline Trial $300,000 $275,000 $575,000 Menomonee Avenue Reconstruction - Appleton Ave to Townhall Road$112,600 $120,000 $1,450,000 $1,682,600 Overview Drive - Culvert Replacement over Butler Ditch $50,000 $265,000 $315,000 Ridgeview Drive - Cherokee to Pilgrim Rd - Wm Relay, Storm Sewer & Street $300,000 $650,000 $950,000 Roman Drive - Grand Ave to Falls Prkwy - Wm Relay, Storm Sewer & Street $50,000 $475,000 $525,000 SCADA Radio Upgrades $241,000 $241,000 Shady Lane - Apple Tree Ct to Devonwood Rd - Storm Sewer & Street $150,000 $150,000 St. Thomas Dr - Roosevelt to Shady Lane - Water main Relay $205,000 $205,000 St. Thomas Dr & King David Ct. - Roosevelt to Martin - Water main Relay $535,000 $535,000 Stonefield Dr - Wells #8 & #9 to Maple Crest Lane - Wm Relay - ADDN FUNDS $125,000 $125,000 Theodore Dr - Ann Ave to Men Ave - WM & SAN LATERALS $604,200 $604,200 Theodore Dr - Jacobson Dr to Ann Ave $343,200 $574,000 $917,200 Townline Rd Water Main Extension - Agusta Pkwy to Whispering Blvd$1,126,000 $1,126,000 Village Park - Specialty Park $3,350,000 TBD $3,350,000 Water Quality Master Plan and MS4 Permit Compliance Project $285,000 $285,000 Well #11 & Reservoir Building - Aero Park $3,086,200 $3,086,200 Well #12 - Aero Park $2,288,000 $2,288,000 $0 GRAND TOTAL PROJECT COSTS $10,651,600 $9,004,700 $12,418,700 $5,176,800 $3,500,000 $40,751,800