This project will reconstruct the intersection of Eastway Drive (NCDOT maintained) and Shamrock Drive (City of Charlotte maintained). Design element considerations include construction of a new quad roadway, revised turn lanes, sidewalk, bike lanes, wheelchair ramps, pedestrian medians, driveways, curb and gutter, storm drainage, landscaping, traffic signal installation, and pedestrian crossings.

The Gleneagles Project is primarily focused on replacing an existing CMP culvert near 3810 Gleneagles Road.  The existing culvert is 8.7’ high by 7.8’ wide and is being replaced with a 10’ wide and 7’ tall RCBC.  The culvert replacement is occurring to address aging infrastructure and to improve the reliability of infrastructure for the traveling public.  In support of this culvert replacement, we are dredging the downstream pond which is located on the Quail Hollow Country Club near the 15^th hole.  The dredging will remove sediment that has built up near the downstream end of the existing culvert and prevent sediment transport downstream which would negatively impact existing ponds and habitats.  In addition, we will be adding inlets and upgrading roadside drainage on Out-Of-Bounds Drive which has significant spread in larger storm events from road drainage.  The work on Out-Of-Bounds Drive will increase the safety of the traveling public using that roadway during rain events.

The Brooklain-Coulwood Storm Drainage Improvement Project is bordered by Cathey Road to the east, Brooklain Drive to the south, Waycross Drive to the west, and Coulwood Drive to the north.  This construction project involves addressing flooding concerns and structurally deficient City pipe system at a total of 4 culverts.  An analysis of existing conditions was performed to determine portions of the storm drainage system needing improvement as well as planning analysis of improvement alternatives.  Design phase efforts will be performed as well as construction of needed improvements.

Asset Management performed an inspection of the dual 60-inch CMP culverts with paved inverts beneath Arbor Glen Ln in June 2023. Proposing CIPP lining on the dual 60″ CMP culverts. Replacing the two headwalls. There are improvements on the side system of the culverts. Remove and replace a catch basin along with 15″ RCP. Remove and replace a single catch basin with a double catch basin. Remove and replace a section of 24″ RCP.

Collective Storm Drainage Improvement Projects Series AJ will involve 6 projects throughout the City of Charlotte, 1614 Lombardy Circle, 2033 Teddington Drive, 2316 Kilborne Drive, 10513 Moss Mill Lane, 435 Norwood Drive, and 5447 Kerry Glen Lane. These projects will consist of reinforced concrete pipe replacement and realignment. The project pipe will consist of a range of different sizes from 15 inch to 36 inch as well as some elliptical pipe.  These projects will also consist of CIPP liner, storm drainage structure replacement, non-standard endwalls, full depth asphalt, curb and gutter, concrete driveway, foundation assessment, foundation protection, boulder toe, soil lifts, and watermain replacement.

Roadway project to connect the end of existing Ben Craig Drive to the terminus of Kenbrooke Drive, the terminal point of the Alexan Research Drive development.

This project includes the construction of a concrete shared‑use path along Carnegie Boulevard extending into Cameron Valley Parkway. Improvements will feature new street trees, pedestrian lighting, wayfinding and regulatory signage, drainage enhancements, site furniture, and a traffic signal installation.

The Collective Culvert SDIP 1 consists of five separate drainage culverts at the following locations: N Kings Drive (between Elizateth Ave & Armory Dr), Harris

Houston Road (between Astoria Dr & Bridgehampton Dr), Allister Drive (between Elwood Dr & Walnut Wood Dr), Parview Drive (near 4701 Parview Dr N), and Pence Road (between Bandy Dr & Pence Pond Ln).  The improvements will include lining or rehabilitating existing culverts and/or replacing existing culverts.

The need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

This project will install a 6′ concrete sidewalk, 8′ planting strip, concrete curb ramps, Pedestrian Refuge Island, concrete driveways, 2′-6″ concrete curb and gutter, storm drainage systems, and street trees along Margaret Wallace Road from Summerfield Ridge Lane to Marshbrooke Road. The project length is 1,900 LF/0.40 miles.

March 2026 Update: This project is on an extended hold; no estimated bid opening date is available at this time. Please visit the project web page for progress updates. 

This project will replace the bridge on Morris Field Drive between Wilkinson Boulevard and Golf Acres Drive, over the Norfolk Southern Railroad.

The purpose of this project is to increase capacity along Rea Road. Capacity will be increased by utilizing the right turn lane drops and median to develop an additional NB and SB through lane along Rea Road between the I-485 ramps and Williams Pond Lane. This project will also result in increased turn lane capacity and intersection improvements at Piper Station Drive and Ballantyne Commons Parkway. Pedestrian safety and mobility will be improved by providing sidewalks on both sides of Rea Road. Other specific improvements include: curb and gutter, accessible ramps, and driveways.

This project involves the remediation of vegetation obstructions within the airspace surrounding CLT. Work will include tree clearing and topping in areas adjacent to the airfield and within the One Engine Inoperative (OEI) surface and Runway Protection Zone (RPZ). Vegetation will be reduced to maintain required clearances at least 20 feet below the FAA Part 77 surface. The total remediation area covers approximately 175 acres and will be completed in prioritized phases based on criticality to airport operations and safety.

This project involves repairing bridge structures in various locations within the city limits. This work shall consist of furnishing all labor, equipment, and materials to repair noted structures. Work includes but not limited to: concrete pavement repairs, asphalt surface sealing / repair / replacement, debris removal, soil / erosion repairs, bridge substructure / superstructure repairs, expansion joint repair / replacement, barrier rail repairs, guardrail repairs, cleaning and painting bridge structures, sealing concrete wearing surface, culvert repairs, and repairs as deemed necessary by the engineer; removing, containment and disposal of existing materials; seeding and mulching all grassed areas disturbed; all incidental items necessary to complete the project as specified and shown on the Bridge Structures Repair Details and Drawings.

This project will install single‐mode fiber optic cable installed in new directionally bored, hand dug and trenched conduit, existing conduit and aerial attachments to poles. It will remove existing copper communication cables. This project includes entrances and interconnect equipment for existing traffic signal control cabinets and the installation of traffic management cameras. This project also includes fiber optic cable splicing, testing, Ethernet communications equipment, traffic management camera equipment and other related activities.

This project is located on Sharon Road at Eastburn Road. The project proposes a curve realignment adding a left-turn lane from Sharon Road on to Eastburn Road and removing the superelevation.

This project will widen the two-lane road to a four-lane median-divided road with multi-use paths between Steele Creek Road and Whitehall Park Drive, and a multi-use path north along Sandy Porter Road to the subdivision at Williams Glenn Road.

Project limits are from Beckwith Place to Flamingo Ave (0.9 miles). Project includes new turn lanes, sidewalks, painted buffered bike lanes, two roundabouts, wheelchair ramps, ped medians, driveways, curb and gutter, storm drainage, street trees, public art and pedestrian crossings.

This project will improve the Idlewild Road and Monroe Road intersection to enhance conditions for all users. Improvements will include pavement widening to accommodate dual left turn lanes at all intersection approaches, bike lanes or multi-use paths, pedestrian refuge islands, and new sidewalks.

The DeArmon Road Improvements Project is part of the City of Charlotte’s Prosperity Village Comprehensive Neighborhood Improvement Program.  The project will complete the infrastructure needs in the neighborhood by providing buffered bicycle lanes, median/turning lane, storm drainage, curb & gutter, sidewalk and a greenway passage beneath DeArmon Road for the future extension of Clark’s Creek Greenway.

The project includes mechanical, electrical, instrumentation, and structural rehabilitation of preliminary and primary treatment facilities at the McAlpine Creek WWMF. The facilities generally include Screenings Removal, Primary Clarifiers, Gravity Thickeners, Flow Equalization Storage, Flow Equalization Pumping, and Chemical Storage. These improvements will enhance operational reliability and efficiency.

The project consists of providing equipment, vehicles, machinery, implements, tools, supplies, incidentals, and skilled personnel to complete unspecified extensions, modifications, maintenance, and repairs to the existing water and
sewer system in the Charlotte Water service area.

This project involves the design and construction administration for the rehabilitation of five separate elevated water storage tanks. Each tank will undergo interior and exterior recoating to extend its service life and improve corrosion resistance. The scope also includes the replacement of outdated ladder systems to enhance safety and compliance. Miscellaneous piping repairs will be completed as needed to restore functionality and improve overall system performance. The project is managed to ensure coordination, quality control, and adherence to regulatory standards throughout design and construction.

This project includes the demolition and disposal of the existing Primary Clarifier No. 5 (PC No. 5) mechanism and associated components, followed by the installation of a new Owner-procured clarifier mechanism. Additional work at PC No. 5 includes structural repairs, replacement of exposed piping and valves, modifications to existing chemical feed dosing points, and upgrades to slide and sluice gate components. At the Influent Pump Station (IPS), the project involves replacing existing grit piping and stainless steel air piping. The IPS scope also includes the replacement of slide gate seals, actuators, and stems to ensure continued operational reliability.

This contract is for the rehabilitation of manholes, repair of sewer system defects and service laterals, installation of new sewers and manholes to replace existing, installation of cured-in-place pipe lining, pipe bursting, other miscellaneous manhole rehabilitation work, and all preparatory work such as sewer cleaning and television inspection.

The Valleybrook SDIP includes the design and construction of needed improvements in the Valleybrook Storm Drainage Improvement Project (SDIP) area.  The improvements include CMP culvert replacements and associated channel improvements.  The Valleybrook SDIP is bordered by Folger Drive to the north, Sardis Lane to the south, Ramsgate Road to the west and Carosan Lane to the east.  This project area is within a drainage area of approximately 450 acres.

Improvements on Harrisburg Road to create a more pedestrian-oriented corridor, between Ponderosa Pine Lane and Colwick Hill Road, Robinson Church Road and Timbertop Lane, and Winterwood Place and Sam Dee Road. Improvements will primarily include shared use path, drainage, curb and gutter, mid-block pedestrian crossing and milling and overlay of asphalt.

The project consists of intersection improvements at Remount Rd and West Blvd including sidewalks, curb and gutter, decorative concrete surface treatments, bus shelters with amenities, pedestrian-scale lighting, crosswalks, curb ramps, pedestrian crossing signalization, and landscaping.

Project consists of lining 556 LF of 42 inch CMP and 131 LF of 15 inch RCP with CIPP.  Eight existing drainage structures will be removed and replaced and two additional structures will be added. 221 LF of 15″ RCP will be removed and replaced. Chemical grouting joint repair will also be installed at approx. 15 locations throughout the 42″ CMP.

Asset Management performed an inspection of the dual 72-inch CMP beneath N Hoskins Road in May 2024. Several holes with visible soil were observed during the inspection. Severe road settlement was also noted above the culvert. The City intends to replace 105LF of duel 72” CMP with 105LF of 11’x8” RCBC; add (2) Non-standard headwalls; add 120 LF of 54” RCP; remove 21LF 36” RCP; add (2) DCBs; Add (1) CB; replace approx. 253LF of 12” sewer; replace approx. 120LF 8” Sewer;  replace (4) sewer manholes; Add/replace approx. 382LF 2’6” C&G; asphalt replacement

Project initiated due to several holes and corrosion in the existing 16.25’x9.5’ elliptical pipe. Cracks in the headwalls were also observed. The City intends to replace 81LF 16.25’x9.5’ elliptical pipe with 81LF of 14’x9’ RCBC; add (2) Non-standard headwalls; add 213 LF of 24” RCP; replace 56LF of 15” RCP; add (3) CBs; Add (2) JBs; plug and fill approx. 220LF of 18” RCP; Add/replace approx. 600LF 2’6” C&G; channel grading; asphalt replacement.

The storm drainage improvement project is for the area in and around Hill Street.  The construction project boundaries are Tryon Street to the southeast, Trade Street to the northeast, South Cedar Street and West 1st Street to the north, and Palmer Street to the southwest. The project includes storm drainage improvements that reduce house and street flooding or will repair failing infrastructure.

The Shade Valley Pond Repairs project was initiated in order to relieve the City of significant efforts and costs of ongoing pond maintenance.  Proposed improvements to the pond are intended to address nuisance vegetation, increase storage capacity, address geese issues, and enhance the overall aesthetics of the pond.  Goals are to restore pond to “below normal pool” volumes via dredging of forebay and main pool to increase water quality function and remove available nutrients contributing to duckweed and algal blooms.  The entirety of the pond and littoral shelf will be replanted with wetland plantings and trees to enhance aesthetics and decrease attractiveness of pond to geese. Geese preventative measures are proposed to establish plantings.

This project will build bike facilities in several different locations throughout the Elizabeth neighborhood to create safer conditions and improve ease of travel for cyclists and pedestrians, including approximately 2.1 miles of sharrows, modernization of two existing rectangular rapid flashing beacons, replacement of 10 wheelchair ramps, a new pedestrian crossing at Pecan Avenue and Shenandoah Avenue, implementation of new bike detection cameras, a new full traffic signal at Bascom Street and 7th Street, and a curb extension located at the intersection of Pecan Avenue and 8th Street.

February 2026 Update: This project’s scope has been divided into 2 phases and will not go out for public bid; the City plans to use an established on-call contract for both phases because construction of traffic signals is required.

Char-Meck Gov’t Center is identified in the City-wide ADA Transition Plan for Program Implementation. Project scope includes removing physical barriers identified in the ADA Transition Plan in conformance with code as applicable. Project Delivery for Phase 2 is Construction Manager at Risk (CMaR).  Vendors will be encouraged to look for contractor pre-qualification notices from our CMaR, JE Dunn Construction Company in 2026.  Scope includes Plaza Deck, 1st Floor Lobby, Mezz Level, Highrise and the adjacent parking deck.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is located near the intersection of Camp Greene Street and Freedom Drive.

The need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

This project is bordered by Rama Road to the north, McAlpine Creek to the south, Monroe Road to the east and Burlwood Road to the west.  The drainage system consists of open channel and closed pipe systems underneath City maintained roads.  This was previously identified as a major capital project from the watershed ranking prioritization process with a score of 54 of 100.  The ranking protocol identifies 30 structures that experience flooding in the 100-year storm event and 16 roads that experience transverse overtopping events that do not meet current standards.  A holistic project is needed to cost beneficially address the drainage system issues.

The project is bounded by the Park Rd Shopping Center to the South, Park Rd to the West, Arbor Lane to the North and Little Sugar Creek to the East.  The project involves storm drainage improvements along Reece Rd primarily with some improvements in intersections with Park Rd and Arbor Lane.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The project involves analysis of existing conditions to determine areas suitable for improvement, planning analysis of improvement alternatives, and the design and construction of the needed improvements in the Queens Storm Drainage Improvement Project (SDIP) area.

The Queens Storm Drainage Improvement Project is bordered by East 4^th Street to the north, Baxter Street to the south, Caswell Road to the east and Baldwin Avenue to the west.  This project area is within a drainage area of approximately 40 acres and the improvements will include pipe system upgrades and channel improvements.

Proposed installation of residential access bridge, stream improvements, and storm drainage infrastructure in Perth Court area.

This project consists of the construction of a new Airport Surveillance facility (ASR) at the Charlotte Douglas International Airport in Charlotte, North Carolina. Two buildings will be constructed along with the 87ft tall ASR Tower. These two buildings consist of an ASR Support Building and a Storage Building. The sitework consists of an asphalt paved entrance drive and parking lot with a stormwater system.

The Portland Cement Concrete (PCC) Slab Replacement Program will include the rehabilitation and replacement of various airfield PCC pavement slabs that will be identified by the Owner. The intent of this solicitation is to select a company to provide rehabilitation and replacements utilizing selected construction materials for specific projects at various locations on Airport property on an as needed, Task Order basis during the duration of the scheduled contract. The Scope of Services requires the contractor to furnish all supervision, labor, materials, machinery, tools, equipment, and services, and perform and complete all work in an efficient and workmanlike manner necessary to complete construction of the PCC Slab Replacement Program.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The project is bounded by Pondella Drive to the West and North, Georgetown Drive to the South and Rosada Ave to the East.  The project involves storm drainage improvements along Georgetown Rd primarily with some improvements in intersections with Rosada Avenue and Pondella Drive.

The Hastings/Princeton Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 80 acres, the project will replace aging infrastructure and provide adequate system capacity. The project area is bordered by Wellesley Avenue to the north, Hastings Drive to the south, Selwyn Avenue to the east and Jamestown Drive to the west.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The project involves analysis of existing conditions to determine portions of the storm drainage system needing improvement, and design and construction of needed improvements. The existing storm system experienced a pipe collapse due to poor condition of the pipe. To address the request and meet level of service design standards the project will remove and replace the existing Storm Drainage Infrastructure within the project scope.
Proposed improvements include removing approximately 343 LF of 18″ storm water pipe and replace with approximately 410 LF of 24″ storm water pipe, add 2 double catch basins and associated items, and remove and replace approximately 357 LF of 8″ sewer pipe, and 3 sewer manholes.

Work performed under this contract will consist of storm water infrastructure repair and improvement projects within the city limits of Charlotte, NC.  Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, and channels. Work could also include working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, landscaping and any associated work required by the Engineer.  Other work may include structural foundation protection, storm water pipe lining, storm water pipe joint and structure repair, water and sewer (relocations, installations and adjustments).  Storm Water maintenance work may be located entirely within the street right-of-way or within storm drainage easements.

Project started due to surface depressions along roadway. City plans to remove and replace corrugated metal pipe with 83 linear feet (LF) of 8’ x 4’ reinforced concrete box culvert; remove and replace two headwalls; remove and replace 311 LF of 15″ reinforced concrete pipe (RCP); remove and replace 42 LF 24″ RCP; remove and replace 27 LF 18″ RCP; bank grading; and remove and replace 85 LF 10” ductile iron pipe of sewer.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

The scope of this project will be the installation of approximately 160 LF of concrete block retaining wall to address severe bank erosion.

The need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

Project initiated to address a failing 48” CMP culvert. The culvert crosses a high hazard dam with deficiency’s that will be addressed by a private HOA. The city intends to install approx. 80LF of 48” RCP and tie into an existing concrete flume; remove and replace approx. 40LF of 15” RCP; add (1) DCB; add (2) CBs; add (1) winged headwall

Project consists of removing a gabion wall and replacing it with a new segmental block wall.  Minimal stream impacts will be made only to install wall. Partial storm system in ROW will be removed and replaced with no outfall impacts.

Moorland Dr is a double barrel culvert that is undersized. We are planning to upsize the culvert to a 12’x5’ box culvert

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

The Craighead/Tryon Storm Drainage Improvement Project is bordered by Glory Street to the north, Little Sugar Creek to the south, Sugar Creek Road to the east and Craighead Road to the west. The existing drainage system consists of pipe system under city-maintained road, state-maintained road, and private property. The improvements include pipe system upgrades.

Project proposed to replace an existing culvert system under Harwyn Dr. with 2 – 3×5 box culverts, as well as a pipe cleaning effort through the triple 54” RCP culvert at downstream Eaves Ln.

Work performed under this contract will consist of storm water infrastructure repair and improvement projects within the city limits of Charlotte, NC.  Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, and channels. Work will also include working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, landscaping and any associated work required by the Engineer.  Other work may include structural foundation protection, storm water pipe lining, storm water pipe joint and structure repair, water and sewer (relocations, installations and adjustments).  Storm Water maintenance work may be located entirely within the street right-of-way or within storm drainage easements.

Project consist of joint repairs and the lining of 563 LF of 66 CMP with CIPP.  Three non-standard and three standard structures will be removed/replaced as well as two headwalls.  57 LF of 24 inch RCP will be removed and replaced. A rip rap apron will be revised/installed.  70 LF of an 8″ water main will also be relocated.

The Morning Dale Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 560 acres, the project will replace and/or rehabilitate aging infrastructure and provide adequate drainage system capacity. This project area is bordered by Hinson Drive to the north, Stratfordshire Drive to the south, Tadlock Place to the east and Morning Dale Road to the west.

This construction project is located near The Plaza and Shamrock Drive and has been identified to address flooding, erosion, and pipe failure in the project area.

Rhodes SDIP is a minor bid project that was created to address the service request at 3738 Rhodes and is located on the City project dashboard.

This project is bordered by Laurel Avenue to the north, Dotger Avenue to the south, Randolph Road to the east and Hempstead Place to the west.  The existing drainage system consists of closed pipe systems.  This drainage system is currently undersized and street flooding has been reported on Colville Road and building flooding has been reported on Cranbrook Lane.

The project involves analysis of existing conditions to determine areas suitable for improvement, planning analysis of improvement alternatives, and the design and construction of the needed improvements in the Eastway Storm Drainage Improvement Project (SDIP) area.

The Eastway Storm Drainage Improvement Project is bordered by Arnold Drive to the north, Central Avenue to the south, Temple Lane to the east and Eastway Drive to the west.  This project area is within a drainage area of approximately 200 acres and the improvements may include pipe system upgrades and channel improvements.

There is an existing wetlands system and stream adjacent to the Bruns Academy that are in need of improvements. The intent of this project is to reset an existing wetlands system to its original design and provide enhancement, where applicable. Wetland restoration efforts will include regrading, sodding and planting of vegetation,  installation of a new pedestrian bridge and retaining wall.  Additionally, stream improvements, such as regrading banks and adding riffles, are proposed. The proposed improvements will enhance the overall performance of the system for conveying and treating stormwater.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

The need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is a collective package of 7 small Storm Drain Improvement projects that will be constructed under one contract.  This project package is under review and location and project details will be provided after review is complete.

Old Plank portion of project: Project initiated due to failure of 84” CMP system on Old Plank Rd. City plans to remove and replace 86” CMP with 56LF 8’x7’ RCBC; Add (2) concrete wingwalls;

Caldwell Williams portion of project: Project initiated due to road flooding. City plans to replace (2) 60” CMP pipes with 39 LF of 13×5 Box culvert. City also intends to add 40LF of 18” RCP; (2) Double catch basins and (2) concrete wingwalls; Pavement and curb replacement.

Project initiated to permanently fix what was an old AFT project. City intends to replace the existing 12’x8’ CMP and replace with approx. 50 LF of 10×8 RCBC; Add (2) concrete wingwalls; (4) CBs; (1) JB; Asphalt and curb replacement; Tie existing sewer crossing into a separate system (2) SSMH’s and approx 30 LF of 8” DIP; 15 LF 15” PVC

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after the review is complete.

This project involves installing a closed drainage system down both Briargrove Dr. and Milton Rd. to reroute runoff from an existing stream. The proposed closed drainage system ties back into the existing culvert under Colby Pl.

The Newell Stream Restoration Project is located near WT Harris Boulevard (NC 24) and Old Concord Road along a network of tributaries to Toby Creek. Project improvements include restoring approximately 2,500 LF of degraded stream channel, floodplain, and riparian buffer.

Proposes to rehabilitate and repair high-hazard dam discharge infrastructure, under drains, and storm drainage infrastructure at both Linda Lake and Oakwood Dams.

Package 1 of the South Ramp Expansion Program for Charlotte Douglas International Airport (CLT or the Airport) is the first phase of construction of the overall program targeted to enhance capacity and improve efficiency of the terminal ramp by addressing ramp congestion, improving taxi times and enhancing safety. The scope of work will include but is not limited to pavement demolition, cement concrete pavement, asphalt shoulder paving, grading, drainage, erosion and sediment control, pavement markings, and airfield electrical installation.

The project is located at Robert L. Smith Park which can be accessed by Little Rock Road and Starnes Road. An existing pond has a breached dam embankment. Project improvements include dam embankment, forebay, outlet structure, and spillway upgrades.

The Fixed Based Operator (FBO) Apron Expansion & Rehab project will construct additional aircraft parking area on the FBO apron, construct a new taxilane entrance stub to the FBO ramp, widen the existing entrance stub to support Airplane Design Group (ADG) V movements, and rehabilitate select pavements areas on the FBO ramp for Taxiway Design Group (TDG)-V aircraft. The apron expansion will remove an existing trailer office and auto parking space by converting the area to aircraft pavement that will adjoin the Bank of America apron area. The project scope will include building and parking area demolition, security fencing, asphalt and concrete pavement, airfield electrical, and airfield pavement markings.

Project initiated due to failure of 96” system. City plans to remove and replace 96” CMP with 62LF 9’x6’ RCBC; Add (2) concrete wingwalls; Add (1) DCB CLDS 20.03; Add (1) CLDS 20.05; Add (2) NCDOT 840.01 CB’s; City plans to add approx. 87 LF of 15” RCP; Curb and gutter replacement; pavement resurfacing.

Charlotte Douglas International Airport (“CLT”) intends to issue an Invitation to Bid (“ITB”) for the rehabilitation construction of Runway 18L/36R and Taxiway D.  The scope of this work will include but is not limited to asphalt milling, paving, airfield electrical work, and pavement makings.

This contract will provide installation services for small-diameter water and sewer service connections within the Charlotte Water service area. It will replace the existing FY24 Small Service Contract #2. The project ensures continued expansion and maintenance of service connections across the region.

This project consists of multiple isolated storm drainage improvements projects located throughout the City of Charlotte. Projects include storm drainage replacement and sewer relocations within the street right-of-way and private, residential properties.

This Storm Drainage Improvement Project will replace failing storm water infrastructure at 3144, 3200, and 3232 Freedom Drive.  Project will install over 1500 feet of new storm drainage pipe.

The Charlotte Area Transit System (CATS) anticipates contracting out the construction of the Hambright Park & Ride.  The proposed Hambright Park and Ride will be an approximately 460 parking space mobility hub to provide rapid transit services to the Town of Huntersville, NC and surrounding areas by utilizing the newly constructed express lane direct connect. The project will also include a new public street to access the site, driver comfort station (driver restroom facilities), internal pedestrian circulation, provisions for a mobility hub for micro-mobility options and/or shared ride services, site security and surveillance, and sustainability components.

PSR # 1883

The Charlotte Area Transit System (CATS) development division anticipates contracting construction up-fits at the North Yard Facility with intentions of utilizing the area as storage for CATS. The storage yard, also known as the North Yard Annex, will be a secured and monitored area with access control, security lighting, CCTV cameras, fencing, and power supply capable of providing climate control measures to material as needed.

PSR # 2033

The Charlotte Area Transit System (CATS) Development division anticipates posting a solicitation for the construction of operator comfort stations at JW Clay & University City Blvd.

PSR # 2016

The Charlotte Area Transit System (CATS) Development division anticipates posting a solicitation for the construction of an operator comfort station at the Park and Ride on Old Concord Road.

PSR # 2015

The project involves the interior upfit of approximately 2,000 square feet of existing shell space on the baggage level of the main terminal at CLT Airport, including a baggage handling control room, support space, and a break room. The predominant work will consist of typical finishes such as drywall, ceilings, flooring, mechanical, electrical, plumbing, and fire protection. The duration of the project is expected to be approximately four to six months. Most of the work will occur during the day, with material delivery and debris removal taking place at night.

The project involves a new baggage transfer line that will replace an existing transfer line in the main CLT Airport baggage area. The predominant work associated with the project includes an addition to the baggage handling system, along with minor amounts of electrical, drywall, and ceiling work. The duration of the project is directly related to the manufacture of baggage handling components, which could result in an overall project duration between six months and eighteen months. Much of the work will be required to be performed at night, in coordination with the main baggage handling area and baggage handling system schedules.

A new Center Lighting Vault (CLV) facility will be constructed ahead of the future South Ramp Expansion – Phase 3. Relocation of this facility will include relocating all existing infrastructure from the existing CLV to the proposed site location. Scope of work for this project includes airfield electrical, new building construction, security fencing and more. Following the commissioning of the new CLV facility, the project will decommission and demo the existing building facilities and equipment.

This project will consist of roadway construction improvements in two phases/intersections. The first phase will construct new ramps to merge on and off Josh Birmingham Parkway at the eastbound lane of Wilkinson Blvd. There will also be an extension of the existing left turn lanes from the westbound side of Wilkinson Blvd. onto Josh Birmingham Pkwy. The second phase/intersection will include widening of the northbound lanes on Harlee Avenue at Wilkinson Blvd. to include two left turn lanes, one straight through lane and one right turn lane. This project consists of road widening, grading, asphalt paving, concrete curb, pavement markings, and utility coordination.

The project involves the replacement of existing roofing on the main terminal and Concourse D of CLT Airport, along with the replacement of existing air handling units. The work includes re-roofing, removal of abandoned mechanical equipment and support structures, and replacement of existing air handling units. The project is anticipated to have a duration between one and two years. Much of the work will occur during the day; however, delivery of materials and removal of debris will take place at night.

Charlotte Water is seeking a construction contractor. This contract will be for the construction of multiple defined small water main replacement projects in neighborhoods totaling approximately 25,000 LF of 2-, 6-, 8-, and 12-inch main replacement.

This project is a renovation at the airport’s fixed based operator (FBO) location that will modify the existing mechanical infrastructure to bring the system into compliance with NFPA code and safety standards, while also increasing flow capacity to allow for faster fueling operations.

The scope of work includes replacement of the meter and filters, replacement of the control valve with a flow-rate control system, and the addition of an overfill prevention system and relaxation chamber.

The project duration is anticipated to be approximately five months, with roughly four months allocated for shop fabrication, assembly, and submittals, followed by approximately one month for onsite installation.

This project will deliver a new lift station and force main to convey wastewater flow from the City of Belmont to Charlotte Water’s Stowe Regional Wastewater Reclamation Facility via Charlotte Water’s Paw Creek Pump Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at this facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of design and three separate construction contracts.

This project consists of multiple isolated storm drainage improvements projects located throughout the City of Charlotte. Projects include storm drainage replacement and sewer relocations within the street right-of-way and private, residential properties.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. The project area is located in the overall Sunnyvale Storm Drainage Improvement Project (SDIP) area. The scope of work for the Tyndale Avenue project includes replacing a corrugated metal pipe between Tyndale Avenue and Chandworth Road. Replacement of the system is needed to address reported house flooding in the immediate area. The upgrade to the system also allows for the construction of the upstream improvements currently in design from the Storm Water’s queue that will address seven requests for service of failing infrastructure and flooding requests. Approximately 500 linear feet of 48-inch to 66-inch corrugated pipe will need to be replaced to address the undersized and deteriorating system in the Severn Avenue project area.

Collective Storm Drainage Improvement Projects Series AG will involve 2 projects throughout the City of Charlotte, 1845 Pinewood Cr and 6009 Rexwood Pl.  1845 Pinewood Cr will consist of reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, concrete driveway, new sanitary sewer pipe and sanitary sewer structures, and new watermain.  6009 Rexwood Pl will consist of reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, and concrete driveway.

This project includes replacing all the components of the existing UV system at McDowell Wastewater Treatment PLant. This will also require temporary disinfection capabilities throughout the installation of the new UV system.

This project will include the installation of 39 new valves inside of the 24 MOD. The existing valves have reached their useful life. These valves have been purchased separately by Charlotte Water.

This project includes replacing all the components of the existing UV system at Irwin Creek Wastewater Treatment Plant. This will also require temporary disinfection capabilities throughout the installation of the new UV system.

This project will include the replacement of the 30″ influent pump station knife gate valves at the discharge header with new plug valves. Additional piping that is failing will need to be replaced along with valve actuators and electrical components. Replacement of malfunctioning gates will also need to be replaced.

This construction contract is for the replacement of the Alum Bulk Storage tanks at the Lee Dukes Water Treatment Plant. The project will also include replacement of the existing piping between the day tanks and the bulk storage and the piping between the bulk storage tank to the delivery fill location.

This construction contract will replace existing diesel pumps with electric submersible pumps. This will be done at three locations at the existing stormwater outfall locations. The project will also include installation of permanent discharge piping at stormwater outfall 1. This will require electrical duct bank along with wiring and all necessary components to power the pumps.

This construction contract will be for the replacement of the chemical feed piping at the Lee Dukes Water Treatment Plant. The piping replacement will pertain primarily to the chlorine feed system and the alum feeds.

This contract will be for the construction of a 250,000 gallon-per-day duplex lift station and demolition of the existing wastewater treatment package plant. Included will be the construction of an emergency containment basin, upsizing of an existing gravity sewer, installation of a portion of an 8″ force main, new wet well. Owner plans to procure pumps and standby generator for the project.

This construction contract is for various improvements and rehabilitation needs at six of our lift station sites. General improvements will include reck-mounted control cabinets at grade level, new submersible pressure transducers, new wet well level floats, installation of a magnetic flow meter in a precast vault with a bypass on the existing force main.

This will be an Invitation to Bid to procure and install a new belt filter press conveyor system at Franklin Water Treatment Plant. The work will also include demolition and removal of the existing system.

This Contract is for the design and construction of the Lee S. Dukes WTP Expansion project. The first phase of this project will include the start-up of a new 18 MGD conventional treatment train and additional associated structures, processes, and appurtenances, including residuals basins, high service pumping, clearwell storage, and standby power. The Design-Builder will work with Owner and Owner’s Advisor to determine the treatment processes, final layout, sizing, and specific facilities to meet the Owner’s goals for this project. The Design-Builder will provide the resources and staff to deliver the final project that will include, but not be limited to: Facility Planning and Preliminary Design, Permitting, Detailed Design, Cost Estimating, Construction, Start-Up and Commissioning.

This purpose of the Bryant Farms Road Extension, Phase II project is to continue the street connection of Bryant Farms Road between Rea Road and Ardrey Kell Road. The design is anticipated to include a two-lane road with turn lanes, shared-use path on both sides of the road, and improvements at the intersections of Bryant Farms Road with Rea Road, Tom Short Road, and Ardrey Kell Road. The project will also build a crossing over Flat Branch stream and will run adjacent to the Flat Branch Nature Preserve for a portion of the project.

Interested? Learn more at our Industry Day Event on 11/17!

For additional information about the Draft RFP and to view the sign in sheet from the industry day, please see the links below.

• Sign-In Sheet (compressed to 2.5MB):

https://charlottenc.gov/files/sharedassets/city/v/1/growth-and-development/doing-business-with-the-city/documents/solicitations/city-procurement/general-services/bryantfarmsph2/bryant-farms-ext-pii-industry-day-sign-in-sheet-2025-11-17.pdf

• RFP (compressed to 28MB – due to large file size please allow additional time to load):

https:///files/sharedassets/city/v/1/growth-and-development/doing-business-with-the-city/documents/solicitations/city-procurement/general-services/bryantfarmsph2/rfq-bryant-farms-phase-2-2025-11-24.pdf

Please have all questions submitted by 5pm on Monday December 8, 2025 to Carlos Alzate (Carlos.Alzate@charlottenc.gov)

• Public Industry Day Q&A:

https://www.charlottenc.gov/files/sharedassets/city/v/1/growth-and-development/projects/documents/general-services/bryant-farms/bryant-farms-rd-ext-phii-industry-day-qa.pdf 

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. The project area is bordered by Ashton Drive to the north, Sharon Road to the south and east, and Park Road to the west. The existing drainage system consists of open channel and closed concrete and metal pipe systems.

This construction project is located just east of downtown along an unnamed tributary to Little Sugar Creek on Louise Ave. The purpose and need for the project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.

Collective Storm Drainage Improvement Projects Series AD will involve 3 projects throughout the City of Charlotte, 4213 Tipperary Pl, 2607 Vail Ave, 4600 Randolph Rd.  4213 Tipperary Pl will consist of a reinforced box culvert replacement as well as reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, concrete driveway, new sanitary sewer pipe and sanitary sewer structures, as well as sidewalk replacement all along Tipperary Place.  2607 Vail Ave will reroute water along Vaile Ave that will consist of new storm drainage pipe and structures as well as sanitary sewer line replacement, concrete driveway and curb replacement, as well as full depth asphalt replacement.  4600 Randolph Rd will consist of CIPP lining across Randolph Rd, a new reinforced concrete pipe alignment with structures, concrete curb, concrete driveway, full depth asphalt, and ditch work along commercial properties and an apartment complex.

This contract is for the continuous installation of large water and sewer services, as needed, for commercial or residential purposes with a diameter one and a half inches or larger. Customers apply for quotes for service connection and pay the applicable fees to get into the construction queue. This contract will help meet the demand for these kinds of service connections for the next two years.

This project includes safety improvements at 8 sites, focusing on low-cost, high-impact measures such as pedestrian crossings, accessible pedestrian signals (APS), leading pedestrian intervals (LPIs), and priority projects from a Safe Routes to School study.

Fixing non-compliant ramps and pedestrian signals at 2 signalized intersections. Curb ramp and sidewalk replacements at multiple unsignalized intersections. Mill & overlay and pavement marking work will be required. Traffic signal wiring/conduit work will be required.

This project includes significant improvements to the existing service water system at the Franklin Water Treatment Plant. The scope of work involves the replacement of existing pumps, piping, valves, and backflow devices within the service water system. Additionally, new flow meters will be installed on the Franklin Water Treatment Plant service water system, while existing flow meters on the filter effluent lines at the Lee S. Dukes Water Treatment Plant will also be replaced. These upgrades are expected to enhance the accuracy of flow measurements and improve the efficiency of the service water system.

The Charlotte Area Transit System (CATS) anticipates soliciting for the repair of a damaged storm drain pipe along 4th Street in order to improve drainage at the Charlotte Transportation Center.

PSR # 1955

The Ashe Plantation Lift Station project involves the design, bidding, and construction of a new lift station utilizing the existing wet well built during Phase I of the Ashe Plantation Wastewater Treatment Plant. The proposed system is a duplex lift station with a capacity of 320 gallons per minute, which will connect to an 8-inch forcemain. This new infrastructure will convey wastewater to the Goose Creek basin. As part of the project, the existing package treatment plant will be decommissioned.

This contract will provide services to improve reclaimed water pumping capacity at the Mallard facility. The improvements will enhance system efficiency and support increased demand for reclaimed water usage. Upgrades will include pump replacements and infrastructure modifications.

This contract covers the installation of a new gas and diesel fuel tank at the Sugar Creek facility. The project will support fleet fueling operations and ensure compliance with environmental regulations. Proper installation and containment measures will be included.

This contract will include the construction of street main extensions and various infrastructure projects. The contract will provide construction assistance for other capital projects as needed. It covers the entire Charlotte Water service area, ensuring water distribution system improvements.

This contract includes the construction of multiple street main extensions and other miscellaneous infrastructure projects. It will provide construction assistance on an as-needed basis for other capital projects. The scope covers the entire Charlotte Water service area, ensuring water distribution system improvements where necessary.

This contract will focus on the construction of street main extensions and other necessary infrastructure projects. It will also serve as an on-call contract for capital project construction support. The work will be performed throughout Charlotte Water’s service area, ensuring continued system reliability and expansion where needed.

The McAlpine Digesters Rehabilitation project focuses on restoring key components of the biosolids treatment facilities. This includes structural repairs and a new cover for the first digested sludge storage tank, along with installation of new sludge pumps, valves, and piping. The project also replaces an outdated programmable logic controller system and adds a new sludge line to separate gravity-fed and pumped flows. Additional improvements include a new dewatering well system for draining the storage tanks and structural evaluation and repairs to the second digested sludge storage tank.

This will be an Invitation to Bid for Charlotte Water. The project will involve the rehabilitation of biosolids treatment facilities at the McDowell Creek Water Resource Recovery Facility. Work will focus on existing digesters and may include structural repairs, floor regrouting, replacement of mechanical components, and upgrades to valves and associated piping. Electrical and instrumentation systems will be reconnected or replaced as needed to support restored operations. These improvements aim to enhance the performance, safety, and reliability of the digester systems and associated infrastructure.

This construction contract is designated for the replacement of aging water main infrastructure. The scope of work primarily targets water mains that have reached or exceeded their expected service life and are now contributing to operational challenges such as increased maintenance, reduced reliability, and potential service interruptions. Priority is given to pipeline segments 12 inches in diameter or smaller. This contract supports Charlotte Water’s long-term asset management strategy by improving system resilience, reducing unplanned outages, and enhancing overall water service reliability.

This project will deliver a new pumping station and pressurized pipe to convey wastewater flow from the City of Belmont to Charlotte Water’s (CLTWater) Stowe Regional Wastewater Reclamation Facility via CLTWater’s Paw Creek Pumping Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at this facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of design and three separate construction contracts.

This contract covers on-call repairs for water and sewer systems throughout Charlotte Water’s collection and distribution areas. Work may include emergency mobilization for critical pipeline repairs and other maintenance activities. The contract ensures rapid response capabilities for unforeseen infrastructure issues.

An extension of McCullough Drive, from it’s current terminus east
of southeast of North Tryon Street, to the disconnected terminus
southwest of W.T. Harris Blvd. It is already designed and real
estate acquired. This is necessary for splitting this project apart
from the McCullough Streetscape Project. Length = 0.272 miles

This project will deliver a new lift station and force main to convey wastewater flow from the City of Belmont to Charlotte Water’s (CLTWater) Stowe Regional WWRF via CLTWater’s Paw Creek Pump Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at This facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of Design and three separate construction contracts.

The Matheson to Craighead segment of the Cross Charlotte Trail will implement a 14-foot shared use path beginning at E 36th Street. The path will continue down Cullman Ave and board walk up into a pedestrian bridge spanning the Norfolk Southern Railroad tracks utilizing a prefabricated structure within railroad right of way. The structure will then connect to the existing trail built by Brand Properties within the Kaleido Noda apartment complex.

July 2025 Update: This project will not go out for public bid; it is now being designed and constructed through a reimbursement agreement with a private developer. 

Firehouse 44 will be an integral asset to support Charlotte Fire Department’s efficient response to emergencies in the community; providing a location within the newly developed River District community and expanding their response area in this newly incorporated region of Charlotte. This 14,600 SF, two-story, 3-bay facility will be the first mass timber firehouse in the Southeast US and will meet Living Future’s (LF) Zero Carbon certification for total project embodied carbon. The project will comply with Charlotte’s Sustainable Facilities Policy and fully support the sophisticated and time-sensitive operations of the Fire Department.

This project will construct a shared-use path along the east side of Mallard Creek Road from Governor Hunt Road to Driwood Court. Specific improvements will also include construction of a plant strip, curb and cutter, accessible ramps, driveways, and potential storm drainage improvements. The purpose of this project is to improve pedestrian safety, mobility, and connectivity along Mallard Creek Road. Project Length = 0.4 miles.

A 12’ wide shared-use path will be installed along WT Harris Blvd, from JW Clay Blvd to N Tryon St. This includes pedestrian ramps, storm drain services, and new pavement markings in addition to the shared-use path.  Project Length = 0.33 miles.

This project will construct a shared-use path along the west side of Old Concord Road from Meadow Vista Road to Arlyn Circle. Construction of driveway improvements and wheelchair ramps are included in this scope. The construction of the shared-use path will help to improve safety and walking conditions for citizens along this minor thoroughfare. This project will also connect several miles of pedestrian walkways within this area. Old Concord Road Shared-Use Path is considered a high priority project based on CDOT’s sidewalk Priority list and was requested by the residents and business owners in the area. Improvements for Charlotte Water are also included in the project scope. Project Length= .85 miles.

This project will connect sidewalk along Kuykendall Road from
Thorn Blade Drive to McKee Road, and add a right-turn lane from
Kuykendall Road on to McKee Road in order to to increase
pedestrian safety and help alleviate traffic congestion at the
intersection. Project will also fill in small sidewalk gap on the south
side of McKee Rd at Kuykendall Rd and add pedestrian signals with
crosswalk at this intersection. Project length = approximately 0.75
miles.

The scope of this project will include 0.34 miles of new 6ft wide concrete sidewalk, driveway improvements, and wheelchair ramps on Lawyers Rd from Chestnut Lake Dr to Harri Ann Dr.

This is an intersection project which will involve installing a new traffic signal with pedestrian signals, widening some of the approaches, replacing all curb ramps, mill & overlay, and pavement markings. The traffic signal will use steel strain poles.

This Project will install 270 LF of proposed 12′ wide multi-use-path, curb ramps, crosswalks across NC 49, Pedestrian concrete island, milling/resurfacing, storm drainage and pedestrian hybrid beacon with mast arms near the intersection of University Blvd and Mark Twain Road. This project will also install pedestrian crossings, wheelchair ramps, traffic signals milling/resurfacing and storm drainage system at the intersection of University City Blvd and Suther Rd.91347

This project is bordered by Highway I-85 to the north, Cinderella Road to the south, Echo Glen Road to the east, and West Sugar Creek Road to the west.  The drainage system consists of open channel and closed pipe systems underneath city-maintained roads.  This was previously identified as a major capital project from the watershed ranking prioritization process, scoring 73 of 100.  The ranking protocol identifies 18 structures that experience flooding in the 100-year storm event and 7 roads that experience transverse overtopping events that do not meet current standards.  The entire neighborhood has received a patchwork of repairs over the years and a holistic project is needed to cost beneficially address the drainage system issues.