BARRACK POINT OUTFALL

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Discharge Characteristics

Design Capacity: | Sewerage System | N/A
| STP | 54,000 EP with a design capacity of 80,000 EP (with a maximum screening capacity of 160,000 EP - Sydney Water Corporation 1998j).
| Outfall | N/A

Flows: | Average flow ~ 11.5 ML/day (MHL769 1997) with total flow not t exceed 135 ML/day.

Effluent Quality: | CLICK here for recent data.
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E PA Licence No:

Outfall Sit

Cuttlefish at outfall

Barrack Point

(Barr_3) Last updated June 2000