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BARRACK POINT OUTFALL
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Click the photograph for a enlarged view |
Future Developments Shellharbour STP is approaching the
limit of its hydraulic capacity and dry weather overflow discharges (where
overflow is defined by Sydney Water to be effluent with a faecal coliform
level greater than 150cfu/100ml) of secondary treatment already occur. A
temporary bypass channel was commissioned in January 1998 to retain dry
weather overflows (up to 90KL) and then return effluent through the secondary
treatment process during lower flow periods. In future:
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Diffuser
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Barrack Point |
(Barr_4) Last updated June 2000 |
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