Partner with Charlotte on Stormwater Management Projects

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.

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

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.

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.

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

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 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.

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

Collective AJ will consist of 4 projects (2033 Teddington Dr, 435 Norwood Drive, 2316 Kilborne Dr, and 10513 Moss Mill Ln).

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.

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.