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Appeal 26-042 - Lodgement Documents
1. This development permit may trigger an 'Adopted Infrastructure Charge Notice' (if
applicable) to be issued in accordance with Councils 'Adopted Infrastructure Charges
Resolution (No.1) 2011' under the State Planning Regulatory Provision (Adopted
Charges) and the Sustainable Planning Act 2009.
E&SC Advice Notes
2. In this document, an effectively stabilised surface is defined as one that does not:
2.1. have visible evidence of soil loss caused by sheet, rill or gully erosion or
2.2. lead to sedimentation, or
2.3. - lead to water contamination.
3. Diverting clean stormwater runoff into a sediment basin is an inferior option to diverting
clean stormwater around or through the site because it will cause an increase in the
volume and frequency of contaminated releases from the sediment basin. For this
reason, diverting clean stormwater into a sediment basin is not acceptable unless the
proponent demonstrates that diverting clean stormwater around or through the site is
not feasible.
4. Compensatory controls are erosion controls, flow controls and sediment controls which
compensate for the lack of sediment basin and are applied such that the type, timing,
placement and management of controls minimise the potential for water contamination
and environmental harm. This is primarily achieved by reducing the risk of erosion and
subsequent sediment release, for example by turfing or mulching and managing
concentrated flows in the area.
5. Research has shown that sediment basins designed on a “batch” or total storm capture
approach are only capable of treating a small percentage of the annual runoff volume
without basin size becoming excessive. Innovation in sediment basin design to
incorporate continuous flow treatment is likely to occur in the future and as this
technology becomes available in best practice guidelines it is required that this
technology be adopted where a better water quality outcome will result. In the interim
the minimum basin size is as specified in the condition.
6. Dewatered flows from sediment basins must be treated to ensure total suspended solids
concentrations of less than 50mg/L and that pH is within 6.5-8.5 unless it can be
demonstrated that a non-compliant release occurred to facilitate a better environmental
outcome. For example, higher total suspended solids concentrations may be acceptable
in circumstances where further rain is imminent and it can be substantiated that
releasing partially treated basin water which has a TSS concentration exceeding the
release limit, would minimise the total contamination released from the site, by providing
for the capture and treatment of expected runoff. However, releasing waters from
sediment basins without treatment is not acceptable.
7. The applicant is advised that a Compliance Permit for all plumbing and drainage works
within the boundaries of the development site must be obtained from Council’s Plumbing
Services Section prior to obtaining a Development Permit for Building Works.
Equitable Access and Facilities
8. The plans for the proposed building work have NOT been assessed for compliance with
the requirements of the Building Code of Australia – Part D3 as they relate to people
with disabilities. Your attention is also directed to the fact that in addition to the
requirements of the Building Code of Australia – Part D3 as they relate to people with
disabilities, one or both of the following may impact on the proposed building work:
(a) the Disability Discrimination Act 1992 (Commonwealth); and
(b) Anti-Discrimination Act 1991 (Queensland).
Page 10 of 13
Document Set ID: 24928702
Version: 6, Version Date: 09/07/2026
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