Construction of a Biosolids Drying Facility complete with a heat exchanger, furnace, drying drum, pre-separator, poly cyclone, Venturi scrubber, saturator, wet-and-dry product silos, mixer, pellet cooler, bucket elevators, screw conveyors and regenerative thermal oxidizer. Also included are structural steel platforms, beams and gates, and electrical and instrumentation.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
Construction of a Biosolids Drying Facility complete with a heat exchanger, furnace, drying drum, pre-separator, poly cyclone, Venturi scrubber, saturator, wet-and-dry product silos, mixer, pellet cooler, bucket elevators, screw conveyors and regenerative thermal oxidizer. Also included are structural steel platforms, beams and gates, and electrical and instrumentation.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
W. M. Lyles Co. (WML) was the Design-Builder of this project which provided an important expansion to the District’s water recharge and recovery capacity. Recharge facilities constructed included the East Side Canal Inlet Structure, 9,000 LF of water delivery canal, three interbasin structures, five recharge basins, and 30,000 LF of perimeter levee and fencing. Recovery facilities constructed included five water production wells with associated mechanical, electrical and surge protection facilities, 8,300 LF of 14″-36″ PVC and DIP well collection pipelines, a Chlorination and Metering Facility, 26,500 LF of 36″ DIP transmission pipeline, a 36″ steel pipe canal overcrossing, and a 24″ metered turn-in to the Cross Valley Canal.
