Partner with Charlotte on Stormwater Management Projects

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.

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.

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.

524 Wilby Drive: The culvert will be constructed with a headwall and endwall, with the junction box In between. The 24” plastic pipe will be replaced with 24” RCP.

6633 Brookfield Place: 30” RCP from JB 9 to DCB 8 to be replaced with a 36” RCP , and curb to be added along Alexander Road and standard catch basins to be constructed along the curb.

The Magnolia/Winthrop Storm Drainage Improvement Project (SDIP) consists of storm water infrastructure improvements along Ideal Way, Winthrop Avenue and Springdale Avenue. Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, water and sewer (relocations, installations and adjustments), traffic control and any other associated work required by the Engineer.

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.

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.

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.

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.

This construction will improve site conditions at the Zone 3 Field Operation facility. Construction work will include stormwater settling basins, stormwater conveyance, and various site improvements. The design is already complete.

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 AC will involve 3 projects throughout the City of Charlotte, 1925 Arnold Dr, 10112 Fairway Ridge, and 1127 Willhaven Dr.  1925 Arnold Dr will involve new drainage structures and reinforced concrete pipe, a modified pipe alignment, new curb and gutter, concrete driveway replacement, sanitary sewer replacement as well as full depth asphalt replacement along Arnold Dr.  10112 Fairway Ridge will involve new drainage structures and elliptical reinforced concrete pipe, a modified pipe alignment, sanitary sewer replacement, concrete driveway and full depth asphalt replacement along Fairway Ridge.  1127 Willhaven Dr will consist of reinforced concrete pipe and drainage structure installation, ditch grading, full-depth asphalt replacement as well as curb and gutter replacement along Willhaven Drive.  There will be 2 culvert replacements not located along Willhaven Drive, 1 will be a driveway culvert located at 5328 Randolph Rd and the other will be crossing under Crestbrook Drive.  Both culverts will consist of reinforced concrete pipe, drainage structures, asphalt replacement, and channel grading.  The culvert under Crestbrook Drive will also require curb and gutter as well as sidewalk replacement.