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.

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.

Construction Package 1 includes mechanical, electrical, instrumentation, and structural rehabilitation of Digested Sludge Storage Tanks 1 and 2 and their Control Building. The project aims to improve the reliability and performance of biosolids treatment processes. These upgrades will ensure continued compliance with regulatory requirements and operational efficiency.

This contract includes the replacement of IPS knife gate valves at McDowell. The work will ensure continued reliability and functionality of the infrastructure. This involves installing functioning valves for operational control within the system.

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.

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.

Collective Storm Drainage Improvement Projects Series AE will involve 3 projects throughout the City of Charlotte, 3880 Jeff Adams Dr, 4440 Holbrook Dr, 4611 Denver Av Phase 2. 3880 Jeff Adams Drive will consist of lining approx. 562 LF 54″ CMP with CIPP. Also to include lining 12″ and 15″ systems that tie into main 54” system. We will also be doing invert repair in 54″ pipe where it has eroded. This project will need traffic control along Jeff Adams during construction and foundation protection on the permanent structure located on site. MH and DI adjustments are included in this scope along with asphalt resurfacing around them. 4440 Holbrook Drive scope will include installation of approx. 165LF 30″ RCP; 65LF 36″ RCP; 110LF 29×45 Elliptical pipe; 11LF 24″ RCP; 12LF 18″ RCP; 28LF 15″ RCP. Approx 200 LF of 30” RCP and 15” RCP will be removed and another approx. 200LF of RCP is to be plugged and abandoned. Scope also intends to replace approx. 105LF of sewer with 8” DIP and replace (2) sewer manholes. Storm drainage structure replacement, foundation protection, asphalt resurfacing and curb and gutter replacement to also be included. 4611 Denver Av Phase 2 scope will include removal of approx. 75 LF of duel 60” CMP and installation of 65LF of a 10×5 RCBC. Project to include approx. 314 LF of sewer replacement and (6) MHs. Scope also to include concrete headwalls and full-depth pavement resurfacing.

This construction project is located near Eastway Drive and Shamrock Drive and involves addressing a deteriorated corrugated metal pipe system located within the Shamrock Gardens Apartment complex as well as flooding of multiple roadway crossings. An analysis of existing conditions will be performed to determine portions of the storm drainage system needing improvement, planning analysis of improvement alternatives, design and construction of needed improvements. The Shamrock Gardens Storm Drainage Improvement Project is bordered by Purser Drive to the north, Shamrock Drive to the south, Briar Creek to the east and Eastway 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 the review is complete.

This project is located in a parking lot behind the CLT Center located at 5601 Wilkinson Boulevard in Charlotte, NC.  The purpose of the project is to install new pipe to contain and drain runoff from the building to an existing storm drainage system at the rear of the parking lot.  The work involves installation of reinforced concrete pipe, storm drainage structures, asphalt surface, and re-striping the parking lot within the construction corridor.

This project consists of a single-story addition to concourse E just south of aircraft envelope E4 and adjacent to the employee turnstile. The addition is primarily a shell space to be leased to a tenant or stakeholder for the final buildout. The base bid is for a 4,350 Square Feet (SF) addition and associated site work with two add alternates to increase the total SF by an additional 1,400 SF per alternate. Scopes of work that are included in this project but not limited to are: selective demolition, concrete SOG, structural steel, metal decking, miscellaneous steel fabrications, rough carpentry, PVC roofing and sheet metal, insulated core metal wall panels, waterproofing, joint sealants, HM doors and frames, door hardware, glazing, non-structural framing, gypsum board, acoustical panel ceilings, sheet carpeting, resilient base and accessories, painting, pre-engineered interior wall panel systems, resinous terrazzo flooring, signage, wall protective coverings, corner guards, fire protection specialties, plumbing, HVAC, electrical, fire sprinkler & telecommunications.

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.