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RFI - Stormwater Mgm Plan 20169 - SBSMP - Rev 4 (2)
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Log in to see the plans as drawnWater Quality and Drainage Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
requirement for specialized equipment for
maintenance techniques.
PO5 AO5.1
Stormwater drainage infrastructure is aligned to Stormwater drainage infrastructure avoids
avoid crossing waterways, wetlands, drainage crossing waterways, wetlands drainage lines N/A
lines and ecological important areas, or where it is and ecologically important areas or follows
demonstrated this is unavoidable, disturbed areas the edge of existing disturbed areas.
are reinstated and revegetated upon completion AO5.2
of works. Stormwater drainage infrastructure avoids
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, constructed Stormwater runoff discharging into High The proposal complies.
and operated to protect and enhance Ecological Value waters as a result of
environmental values and water quality of development causes no increase in gross
waterways, wetlands, lakes, ground waters and pollutants, total suspended solids, total
drainage systems. phosphorous or total nitrogen compared to
a pre-development scenario.
Editor’s note: Environmental values of waters AND
and water quality objectives are prescribed in AO6.2 RO6.1
Schedule 1 of the Environmental Protection All stormwater runoff is treated to achieve The proposal complies. Two bio-retention
(Water) Policy 2009 and are identified on the maximum removal of nutrients, gross systems will be incorporated into the
State Planning Policy Interactive Mapping System pollutants and suspended solids as drainage design to achieve the target
determined by cost to efficiency ratios. (e.g. pollutant reduction loads. Refer to the
bioretention basins must be sized to SBSMP prepared by MCE.
achieve at least 80% reduction in total
suspended solids, 60% reduction in total
1
Solution: Acceptable Solution Page 3 of 10
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\SBSMP\Working\Appendices\20169 - NSC Water Quality and Drainage Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 2
Site Address: 99, 101 & 105 Eumundi Noosa Road, Noosaville 13/10/2021
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