Information Request OPW24 0043 · OPW24/0043

               Stormwater Layout Plan (RECOR Drawing 040 Revision 2)
The pipe invert levels shown on the Stormwater Drainage Long Section however indicates
that stormwater is flowing from the existing gully pit (A-3) to the OSD tank (A-2), and then to
the bio basin (A-1). Overflow from the carpark therefore will bypass the OSD tank, and lawful
discharge is not achieved. It is also unclear where the bio basin outlet is proposed to connect
to, will there be a connection into the existing Council stormwater pipe within the easement?




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