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Canal Winchester, Ohio
Wastewater Treatment Plant

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Design Data

Design Data
Design 2000 Average
Design Flow: 2.5 MGD
Max Flow: 5.0 MGD
Peak Hourly Flow 7.5 MGD
0.596 MGD
CBOD IN 200 mg/l
CBOD OUT, 30 Days 10 mg/l
CBOD OUT, 7 Days 18 mg/l
304 mg/l
3.0 mg/l
SS IN 300 mg/l
SS OUT, 30 Days 12 mg/l
SS OUT, 7 Days 18 mg/l
384 mg/l
3.25 mg/l
TKN IN 25 mg/l
NH3-N OUT, Summer 1.0 mg/l
NH3-N OUT, Winter 3.0 mg/l
0.43 mg/l

Design Concerns & Considerations:
The plant lies in close proximity to (1) a golf course, ()2) a high school, so odor was a big concern. The ground is rocky so the tanks are mostly above-ground.