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B - Code Compliance
Water Quality and Drainage Code
Editor’s Note—Environmental values of waters and water quality c) reused on-site in a closed-cycle irrigation scheme,
objectives are prescribed in Schedule 1 of the Environmental industrial processes, washing or cleaning or other
Protection (Water) Policy 2009. purpose; or
d) treated to meet the drinking water supply
environmental values prior to release.
Editor’s Note—The Plumbing and Drainage Act 2003 sets out
requirements for wastewater management.
PO16 AO16 AO16 – Complies
On-site effluent treatment and disposal systems are An onsite effluent system and disposal area is: All wastewater is discharged into the existing network
designed, constructed and managed to not a) not located on a slope greater than 1 in (10%); comprising reticulated sewer and a rising main on
compromise the environmental values of waters and b) not located at or below the 1% annual exceedance Noosa Drive.
water quality objectives. probability (AEP flood event);
c) not located within a riparian buffer area mapped on
a Biodiversity, Waterways and Wetlands Overlay
Map; and
d) setback 400 metres minimum from the full supply
level of Lake Macdonald.
Editor’s Note—The Plumbing and Drainage Act 2003 sets out
requirements for on-site effluent treatment and disposal. The
Queensland Plumbing and Wastewater Code and associated
guidelines are used to confirm the suitability of each site to
accommodate an on-site sewerage facility; or where a centrally
located group collection treatment system is proposed, confirmation
as to the suitability of the designated site to accommodate the on-site
sewerage facility. Additionally, where the combined total peak design
capacity of effluent treatment is less than 21 equivalent persons, the
design of the system achieves a low to medium risk classification in
accordance with Seqwater’s Land Use Risk Tool for onsite sewerage
facilities.
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