A coastal Washington resort facility in Ocean Park, Washington needed a brand new treatment unit to meet the stringent discharge criteria of local regulations. The influent characteristics were typical domestic waste loadings, with effluent requirements of less than 20 mg/L BOD/TSS and 10 mg/L total nitrogen.
Project Snapshot
Design Flow
16,000 Gallons Per Day
Process Used
Extended Aeration
Degree of Treatment
- Primary Screening Headworks
- Sludge Chamber
- Anoxic Chamber
- Aeration Chamber
- Clarifier Chamber
- Tertiary Filtration
- Chlorine Contact
Waste Type
Domestic
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