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Attachment 7B - Site Based Stormwater Manamgment Plan by ADG.pdf
Noosa Shire Council – The Noosa Plan 2020
Water Quality and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
bioretention basins must be sized to achieve at least 80% specific stormwater quality section
reduction in total suspended solids, 60% reduction in total prepared by this office.
phosphorous, 45% reduction in total nitrogen and 90%
reduction in gross pollutants >5mm).
OR
AO6.3
To be complied with at detailed
Developments achieve a minimum 3 drop rating consistent
design / construction stages.
with the Water by Design Living Waterways Scoring Guide
(Healthy Land and Water).
PO7 AO7.1 Development will comply, Refer to
Water quality treatment systems use natural processes and Water quality treatment systems are designed to be
materials, whenever possible, and are integrated into Stormwater Management Plan, in
integrated into the landscape consistent with the technical
development to enhance biodiversity and landscape benefits . specific stormwater quality section
design guideline published by Healthy Land and Water
Water by Design for the feature. (eg. For Bioretention prepared by this office.
Basins: Bioretention Technical Design Guidelines (October
2014) and for Wetland Systems the Wetland Technical
Design Guideline (May 2017).
PO8 AO8.1 N/A water quality treatment
Water quality treatment infrastructure to be dedicated as Detailed life cycle costing is provided for the entire infrastructure will not be dedicated
public assets are proven to be suitable for its use and of a treatment train system including replacement costs of to Council.
cost effective and efficient standard.
asset parts.
AO8.2
Treatment systems dedicated as public assets are designed
to minimize maintenance, renewal and adaption costs and
Page 5 of 12
June 2021
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