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Attachment 6 - Stormwater Management Plan and Engineering Response. · MCU23/0078
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NOOSA CITY PLAN - WATER QUALITY AND DRAINAGE CODE Job Ref No.: 22159
Performance Outcomes and Acceptable Solution
Table 9.4.8.3 – CRITERIA FOR ASSESSMENT
PO9 AO9.1 PO
Treatment systems are designed to Free draining inlets and outlets are provided Water quality treatment systems are designed to
eliminate or minimise health, safety to ensure that waters do not pond for more eliminate or minimize health, safety and aesthetics
and aesthetic hazards, including risks than 24 hours. hazards.
associated with insect breeding, odour
and public safety AO9.2
Developments are designed to eliminate
retaining walls in excess of 0.8m for any
water quality treatment device.
Hydrology and waterway stability AO10 PO
The development is designed to: The development maintains existing runoff rates from
PO10 (a) limit the peak 1 year ARI event the site.
Development prevents increased bed discharge within the receiving waterway
and bank erosion and sedimentation in to the predevelopment peak 1 year
receiving waterways by avoiding discharge;
changes in low rate, peak flow runoff (b) maximise pervious areas by using
and flow duration. pervious alternatives for otherwise
impervious areas wherever possible;
(c) provide for capture and reuse of
stormwater for non-potable purposes
for gardening, toilet flushing, laundry
and hot water supply uses;
(d) incorporate appropriate detention
features; and
(e) incorporate natural channel design
principle
Editor’s note: The Sustainable Building
Design Code includes requirements for
stormwater capture and reuse.
1. Solution: PO = Performance Outcome
A/O = Acceptable Outcome
N/A = Not applicable to this proposal
Noosa Civic Village Mixed Use Development, Noosaville
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