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2019-12-11 SM Agenda - Item 1 - Attachment 4 - Final New Noosa Plan Part 8-9 Schedule Appendix Track Change version
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Log in to see the plans as drawn Performance Outcomes Acceptable Outcomes
out requirements for wastewater management.
PO16 AO16
Onsite effluent treatment and disposal systems are designed, An onsite effluent system and disposal area is:
constructed and managed to not compromise the (a) not located on a slope greater than 1 in (10%);
environmental values of waters and water quality objectives.
(b) not located at or below the 1% annual exceedance
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 onsite 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 onsite 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 onsite 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.
**FINAL DRAFT Post Consultation 2019** Page 7 of 7
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