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Appendix B- SWMP
Water Quality and Drainage Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
minimise maintenance costs and the
requirement for specialized equipment for
maintenance techniques.
PO5 AO5.1
Stormwater drainage infrastructure is Stormwater drainage infrastructure avoids
aligned to avoid crossing waterways, crossing waterways, wetlands drainage lines N/A
wetlands, drainage lines and ecological and ecologically important areas or follows the
important areas, or where it is demonstrated edge of existing disturbed areas.
this is unavoidable, disturbed areas are AO5.2
reinstated and revegetated upon completion Stormwater drainage infrastructure avoids
of works. crossing waterways, wetlands drainage lines N/A
and ecologically important areas or follows the
edge of existing disturbed areas.
AO5.3
Temporary vehicular crossings of waterways
must be designed and constructed to be N/A
consistent with the current International
Erosion Control Association Best Practice
Book Series.
Stormwater quality and protection of receiving waters
PO6 AO6.1 RO6.1
Development is located, designed, Stormwater runoff discharging into High The proposal complies.
constructed and operated to protect and Ecological Value waters as a result of
enhance environmental values and water
quality of waterways, wetlands, lakes,
development causes no increase in gross
pollutants, total suspended solids, total
ground waters and drainage systems. phosphorous or total nitrogen compared to
a pre-development scenario.
Editor’s note: Environmental values of
waters and water quality objectives are AND
prescribed in Schedule 1 of the AO6.2 RO6.2
Environmental Protection (Water) Policy All stormwater runoff is treated to achieve The proposal complies. A bio-
2009 and are identified on the State maximum removal of nutrients, gross retention system will be incorporated
Planning Policy Interactive Mapping System pollutants and suspended solids as determined into the drainage design to achieve
by cost to efficiency ratios. (e.g. bioretention the target pollutant reduction loads.
basins must be sized to Refer to the SBSMP prepared by
1
Solution: Acceptable Solution Page 3 of 10
A/S Alternative Solution D:\JOBS\23-Jobs\23098 - 5 Pearl Street, Cooroy\Civil\Reports\SBSMP\Working\Appendices\NSC Water Quality and Drainage Code 2020.docx
N/A Not applicable to this proposal Job: 23098
Rev: 0
Site Address: 5 Pearl Street, Cooroy 22/09/2023
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