CRESCENT HEAD OUTFALL

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Discharge Characteristics

Design Capacity: | Sewerage System | N/A
| STP | 4000 EP
| Outfall | N/A

Flows: | Average flow ~ 0.5 ML/day (ADWF of 301 kL/day for the period March 1997 to February 1998 – DPWS 1998). These are discharged intermittently (usually at night) using one of two pumps (pumping capacity of each pump is 31L/s).

Effluent Quality: | CLICK here for recent data.

E PA Licence No: |

Outfall Site

Crescent Head

(Cres_3) Last updated May 2000