| PARAMETERS | INLET | OUTLET |
|---|---|---|
| BOD | 30.000 kg/day | 25 mg/lt |
| TOTAL N | 6.000 kg/day | 10 mg/lt |
| TOTAL P | 1.200 kg/day | 1 mg/lt |
| TSS | 36.000 kg/day | 35 mg/lt |
Process Units:
Coarse Screens, Inlet Pumping Station, Fine Screens, Aerated Grit and Grease Removal Tanks, Blower Station, Anaerobic Basin, Aeration Basin, Final Sedimentation Tanks, Return Sludge Pumping Station, Primary Sedimentation Tanks, Sea Discharge Pumping Station, Blower Station, Transformer and Generator Station, Sludge Dewatering Facility, Administrative Building| Type Of Contract | Design Build Contract with 1 year operation supervision |
| Position Hold | Project Coordinator |
| Average Flow | 120.000 m3/day |
| Max. Flow | 6.000 m3/h |
| Min Flow | 3.350 m3/h |
