| PARAMETERS | INLET |
|---|---|
| Average Flow | 52.500 m3/day |
| Max Flow | 4.292 m3/h |
| Design Flow | 2.188 m3/h |
| BOD | 12.600 kg/day |
| COD | 40.900 kg/day |
| TOTAL N | 2.250 kg/day |
| TOTAL P | 300 kg/day |
| TSS | 13.300 kg/day |
Process Units:
Inlet Structure, Coarse & Fine Screens, Grit Removal, Homogenization Basin, Primary Sedimentation Basin, Aeration Tank, Secondary Sedimentation Basin, Return Sludge Pumping Station, Sludge Thickening, Sludge Dewatering, Administrative Building, Warehouse-Garage, Transformer Station, Wastewater Pipeline, Wastewater Pumping Station| Type Of Contract | Design Build Contract with 4 year operation |
| Position Hold | Project Coordinator |
