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

Wastewater Treatment

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.

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

Wastewater Treatment

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.

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

Wastewater Treatment

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.

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San Elijo Joint Powers Authority, Recycled Water Demineralization Facility

Wastewater Treatment

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.

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Hi-Desert Water District, Wastewater Reclamation Facility

Wastewater Treatment

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.

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Fairfield Suisun Sewer District, Secondary Treatment Expansion

Wastewater Treatment

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.

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Central Contra Costa Sanitary District, Treatment Plant Piping Renovations Phases 8 & 9

Wastewater Treatment

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.

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Central Contra Costa Sanitary District, Headworks Screening Upgrade Project

Wastewater Treatment

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.

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Delta Diablo Sanitation District, Primary Clarifier Area Improvements Project

Wastewater Treatment

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.

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City of Stockton, Regional Wastewater Control Facilities Project

Wastewater Treatment

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.