Oxnard GREAT Program - WateReuse Association

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2 nd Phase of Study MF/RO Test facility at the <strong>Oxnard</strong> Wastewater Treatment Plant
Site for the Portable Wetland Water Quality Considerations • TDS – 11,000 mg/L • BOD – 100 mg/L •NH 4+ - 140 mg/L
Page 1 and 2: Oxnard GREAT Program Scott Lynch, C
Page 3 and 4: Outline • History • Project Bac
Page 5 and 6: WATER SUPPLY VS. DEMAND
Page 7 and 8: Groundwater Basin Overdraft • Dec
Page 9 and 10: “Necessity is the mother of inven
Page 11 and 12: GREAT Program Benefits ‣ Reduces
Page 13 and 14: GREAT Program Advanced Water Purifi
Page 15 and 16: WPCF and AWPF Flows • WPCF • De
Page 17 and 18: Irrigation Quality Requirements •
Page 19 and 20: AWPF - Process Flow Schematic MF
Page 21 and 22: RO - Target Contaminants Secondary
Page 23 and 24: Constructed Treatment Wetlands •
Page 25 and 26: Novel Application of Proven Technol
Page 27 and 28: Horizontal Subsurface Flow
Page 29 and 30: Surface Flow - Low Marsh
Page 31: Findings from 1 st Part of the Stud
Page 35 and 36: AWPF Natural Treatment System Plan
Page 37 and 38: Layout of AWPF Decarbonaters UV/AOX
Page 39 and 40: AWPF Visitor’s Center
Page 41 and 42: AWPF Visitor’s Center
Page 43: Water...Essential to Life, Past, Pr

Oxnard GREAT Program - WateReuse Association

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