Reservoir Expansion
The project generally consists of the following:
Design, construction, testing, and disinfection of a 2.0 MG concrete, AWWA D110 Type I or Type III prestressed potable water storage tank with pre-stressed floor slab, perimeter drains, valve vault and ancillaries.
Design, construction and testing of a tank aeration mixing system.
Construction and testing of approximately 75 lineal feet of 18-inch AWWA C200 welded steel and 120 lineal feet of 18-inch SDR 35 PVC reservoir drain/overflow piping.
Construction, testing and disinfection of approximately 580 lineal feet of 30-inch AWWA C200 welded steel transmission piping and ancillaries to connect the new reservoir to the City’s distribution system.
Construction of a new daylight structure and storm sewer connection for the reservoir drain/overflow piping, including approximately 230 lineal feet of 18-inch RCP, and 220 lineal feet of 6-inch SDR 35 PVC piping.
Modifications to existing piping and vaults.
Construction of a new access road, berm, fencing, and access gate.
All associated electrical and control system work.
