Anaergia-Rialto Bioenergy Facility, LLC, Organic Waste Recycling Facility

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.

Inland Empire Utilities Agency, Regional Water Recycling Plant No. 5 (RP-5) Liquids Expansion to 22.5 MGD

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.

Sacramento Regional County Sanitation District, Arden Pump Station Wet Well Rehabilitation

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.

City of Atwater, 1,2,3-TCP Mitigation

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.

City of Camarillo, North Pleasant Valley Groundwater Desalter

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.

City of Roseville, Pleasant Grove WWTP Expansion and Energy Recovery Projects

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.

Chino Basin Desalter Authority, Chino II Desalter Concentration Reduction Facility

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.

Santa Margarita Water District, Advanced Purified Water Treatment Facility

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.

County Sanitation District of Los Angeles, San Jose Creek WRP Flow Equalization Facilities

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.

San Elijo Joint Powers Authority, Recycled Water Demineralization Facility

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.