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:

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EPA Licence No:

 

Outfall Site

Crescent Head

  

(Cres_3) Last updated May 2000