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2019-12-11 SM Agenda - Item 1 - Attachment 4 - Final New Noosa Plan Part 8-9 Schedule Appendix Track Change version
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Log in to see the plans as drawn Performance Outcomes Acceptable Outcomes
maintenance costs and the requirement for specialized
equipment for maintenance techniques.
PO5 AO5.1
Stormwater drainage infrastructure is aligned to avoid crossing Stormwater drainage infrastructure avoids crossing waterways,
waterways, wetlands, drainage lines and ecological important wetlands drainage lines and ecologically important areas or
areas, or where it is demonstrated this is unavoidable, follows the edge of existing disturbed areas.
disturbed areas are reinstated and revegetated upon
completion of works. AO5.2
Stormwater drainage infrastructure is colocated with other
infrastructure within a combined utility corridor where
appropriate.
AO5.3
Temporary vehicular crossings of waterways must be designed
and constructed to be consistent with the current International
Erosion Control Association Best Practice Book Series.
Table 9.4.9.8.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes
Stormwater quality and protection of receiving waters
PO6 AO6.1
Development is located, designed, constructed and operated to Stormwater runoff discharging into High Ecological Value
protect and enhance environmental values and water quality of waters as a result of development causes no increase in gross
waterways, wetlands, lakes, ground waters and drainage pollutants, total suspended solids, total phosphorous or total
systems. nitrogen compared to a predevelopment scenario.
AND
Editor’s note: Environmental values of waters and water quality
objectives are prescribed in Schedule 1 of the Environmental AO6.2
Protection (Water) Policy 2009 and are identified on the State All stormwater runoff is treated to achieve maximum removal of
Planning Policy Interactive Mapping System. nutrients, gross 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).
Editor’s note— PSP6 Engineering Design Standards Roads,
Drainage and Earthworks provides guidance on stormwater
design and modelling requirements.
PO7 AO7.1
Water quality treatment systems use natural processes and Water quality treatment systems are designed to be integrated
materials, whenever possible, and are integrated into into the landscape consistent with the technical design
development to enhance biodiversity and landscape benefits. guideline published by Healthy Land and Water Water by
Design for the feature. (eg. For Bioretention Basins: Bioretention
Technical Design Guidelines (October 2014) and for Wetland
Systems the Wetland Technical Design Guideline (May 2017).
PO8 AO8.1
**FINAL DRAFT Post Consultation 2019** Page 3 of 7
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