A Creative Plant Conversion from 1.2 MGD to 2.4 MGD
In 2015 plans to replace the insufficient lagoon system plant formally commenced and Hussey Gay Bell was engaged by the Town to plan, design and oversee construction for a new greenfield facility to double the plant’s capacity which will bring the treatment facility in line with the State Department of Health’s new guidelines for discharges into the public water system.
The Town’s existing 2.4 MGD aerated lagoon system wastewater treatment plant is located on a 13.7 acre site on Hollyoak Lane close to Chapin and the I-26 interchange. The new $13.5 million wastewater treatment facility is sited on approximately 33 acres on the eastern side of Holly Oak Lane and adjacent to the existing wastewater treatment facility. Significant new features of this project include a headworks facility, primary clarifier, splitter box, and a drain pump station. Construction required over 450 tons of reinforcing steel and 5,000 cubic yards of concrete, 50% for the new aeration basin.
Integral to this project was the modification of the effluent discharge. The existing discharge was accomplished with a force main pipe that is energized by static head alone; there is no pump station. The effluent line was evaluated with hydraulic calculations to determine at what flow the friction losses through the existing effluent line would overtake the energy created by the static head. Once the flow was determined to be about 1,800 GPM, then a pump station was designed that would begin pumping once the flows through the plant exceeded that level of flow that the existing effluent line could handle. The design of the pump was such that the pump did not operate during the lower flows, saving on energy costs, and the pump would only be activated at the higher flows.
The project was constructed by Columbia, South Carolina-based, M.B. Khan in 2020.
(Images: Courtesy of MB Kahn)