SPECIFICATIONS |
|
| Design Population | 19,056 |
| Average Annual Flow | 2.3 mgd |
| Maximum Monthly Flow | 5.9 mgd |
| Peak Flow | 16.5 mgd |
| BOD's Load | 4100 lbs/day |
| TSS Load | 3400 lbs/day |
Headworks |
|
| Mechanically Cleaned Bar Screens | 2 at 5 mgd each |
| Gravity Grit Removal | 144ft^2 |
Primary Treatment |
|
| 2 Primary clarifiers | 26 ft. diameter/60 ft. diameter |
| Retention time at design flow | 3.8 hours |
| Retention time at maximum monthly flow | 1.4 hours |
Treatment Marshes |
|
| Total area | 7.5 acres |
| Average Depth | 2 feet |
| Total detention time at design flow | 1.9 days |
Chlorination/Dechlorination |
|
| Volume | 185,400 gallons |
| Retention time at design flow | 58 minutes |
| Retention Time at maximum monthly flow | 30 minutes |
3 Enhancement Marshes |
|
| Total area | 31 acres |
| Ave. depth | 1.5 feet |
| Retention time at ave. flow | 9 days |
