This contract project provides construction and installation of small diameter water and sewer service connections. These service connections are applied and paid for by external customers and installed by the Charlotte Water contractor.

This Project will provide construction and installation of small diameter water and sewer service connections. These service connections are applied and paid for by external customers and installed by the Charlotte Water contractor.

This project will construct a 13,684 square feet (SF) canopy for manual baggage sortation between the existing T-point building and the ABR breakroom building. Also included in this scope of work will be concrete demolition and pavement, a modular guard-type hut, a riser room for fire suppression, trench drain removal, and replacement and new pavement striping for additional parking spaces for vehicles and tugs that use this area.

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.

Charlotte Water is seeking proposals from qualified contractors to provide comprehensive pressure washing services for various facilities and surfaces owned or maintained by Charlotte Water. This scope of work outlines the requirements, specifications, and expectations for pressure washing services to ensure the cleanliness, safety, and aesthetic appeal of its properties.

The East Flow EQ Basin and Grit Facility, constructed in 1997, is located south of the treatment facility along Little Sugar Creek. During high flow events, wastewater flows south by gravity to the Excess Flow Control Chamber via a 54” line. In the Excess Flow Control Chamber, there is a gate that can direct flow to either the McAlpine Creek WWMF or to the Flow EQ Fill Pump Station. With the gate to McAlpine Creek WWMF line closed, wastewater enters the Flow EQ Fill Pump Station and is pumped to the East Fow EQ Basin for storage. Once the storm surge is complete and staff want to empty the East Flow EQ Basin, wastewater can then drain via gravity or Return Flow pumps to the Excess Flow Control Chamber, where it then flows by gravity to McAlpine Creek WWMF.

Charlotte Water is soliciting Statements of Qualifications (SOQ) from qualified engineering companies to provide professional engineering services for the McDowell Creek Water Resource Recovery Facility Capacity Enhancement and Reliability Project (MCERP).

Charlotte Water is soliciting Statements of Qualifications (SOQ) from qualified engineering companies to serve as an Owner’s Advisor for upcoming design and subsequent construction projects related to the Lee S. Dukes Water Treatment Plant (WTP) Expansion and Associated Infrastructure. Associated infrastructure includes new water transmission mains to improve overall system hydraulics from the expanded Lee S. Dukes WTP to the distribution system. Design and construction of the Lee S. Dukes WTP Expansion and the water transmission main(s) are planned to occur concurrently. The delivery method(s) to be utilized for the water transmission main projects have not been decided at the issuance of this RFQ. The purpose of this document is to solicit qualifications of engineering firms interested in providing Owner’s Advisor professional services during procurement and through construction/warranty phases of all infrastructures associated with the Lee S. Dukes WTP Expansion.

The Iris Drive Storm Drainage Improvement Project involves removal of existing retaining wall and installation of erosion control measures; installation of a new retaining wall; milling, resurfacing, and restriping of existing parking lot; installation of wheelstops and installation of curb; installation of a stormwater manhole, catch basin, and associated pipe. Stream improvements include addition a boulder toe, rock sills, and plantings along portions of the stream. The estimated cost of this project is $ 521,500.00.