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OPW052025 Report - Part 2
Attached to the e-mail Operational Works Application OPW25/0093 - OPW Report Part 2 _May 2025 - 146 Middle Creek Road_ Federal - Email 2 of 2.
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Performance Outcomes Acceptable Outcomes Response
(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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