Original source · versioned page text
water quality code
Performance Outcomes Acceptable Outcomes
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.
Not Applicable
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.
NOOSA PLAN 2020 AMENDED AT 25 SEPTEMBER 2020 Page 7 of 7
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