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The flow regulators
were constructed under Contract 6 of the original project. On October 19,
1977, the WWMA Board of Directors, at the recommendation of their consulting
engineer, approved a construction change order (No. 8) to construct three sewage
regulator structures, complete with all equipment, pipe, connections, outfall
sewer, and headwall.
Operation
During high flow periods, the wastewater flow continues to rise in the influent chamber and flows over a weir into the overflow chamber. Adjacent to the overflow chamber is the float chamber, which contains the float mechanism for the gate on the 8" discharge line to the WWMA interceptor sewer. Wastewater enters the float chamber through an orifice in the wall. As the water level continues to rise in the chamber, the float rises thereby closing the gate on the 8" line. The wastewater flow
that is not conveyed to the WWTP is discharged into Brush Creek through an
outfall structure. Each outfall structure has a valve on the discharge to
prevent the creek from entering the system during high flows and to prevent
animals from entering the system through the outfalls.
Flow Regulator Diagrams
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