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2019-12-11 SM Agenda - Item 1 - Attachment 7 - Final New Noosa Plan - Part 8-10 Schedule Appendix - Clean version
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Log in to see the plans as drawnPerformance Outcomes Acceptable Outcomes
PO15 AO15
Development does not discharge wastewater unless it can be Wastewater (nonsewage) generated from the development is
demonstrated to not compromise environmental values of collected and contained onsite, and is:
waters and water quality objectives. (a) lawfully disposed to sewer; or
(b) transferred offsite for treatment/disposal to an
Editor’s Note—Environmental values of waters and water appropriately licenced facility;
quality objectives are prescribed in Schedule 1 of the reused onsite in a closedcycle irrigation scheme,
(c)
Environmental Protection (Water) Policy 2009. industrial processes, washing or cleaning or other
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
Onsite effluent treatment and disposal systems are designed, An onsite effluent system and disposal area is:
constructed and managed to not compromise the environmental (a) not located on a slope greater than 1 in (10%);
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 8 of 8
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