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Attachment E - Updated SWMP and MUSIC Modelling
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NOOSA PLANNING SCHEME – WATER QUALITY AND DRAINAGE CODE
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
consistent with the current International
Erosion Control Association Best Practice
Book Series.
Stormwater quality and protection of receiving waters Table 9.4.8.3 Criteria for assessment
Stormwater quality and protection of receiving AO6.1 A stormwater management plan with a
waters Stormwater runoff discharging into High proposed detention system and a treatment
PO6 Ecological Value waters as a result of train has been prepared for the
Development is located, designed, constructed and development causes no increase in gross development.
operated to protect and enhance environmental pollutants, total suspended solids, total
values and water quality of waterways, wetlands, phosphorous or total nitrogen compared to a
lakes, ground waters and drainage systems. pre-development scenario.
AND
Editor’s note: Environmental values of waters and
water quality objectives are prescribed in Schedule AO6.2
1 of the Environmental Protection (Water) Policy All stormwater runoff is treated to achieve
2009 and are identified on the State Planning Policy maximum removal of nutrients, gross
Interactive Mapping System. pollutants and suspended solids as determined
by cost to efficiency ratios. (e.g. bioretention
basins must be sized to achieve at least 80%
reduction in total suspended solids, 60%
reduction in total phosphorous, 45% reduction
in total nitrogen and 90% reduction in gross
pollutants >5mm).
OR
AO6.3
Developments achieve a minimum 3 drop
rating consistent with the Water by Design
Living Waterways Scoring Guide (Healthy
Land and Water).
BUNNINGS NOOSAVILLE Page 4
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