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.

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.

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.