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Attachment 7B - Site Based Stormwater Manamgment Plan by ADG.pdf
Noosa Shire Council – The Noosa Plan 2020
Water Quality and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
the requirement for specialized equipment, material or
maintenance techniques
AO8.3
Vegetated stormwater management systems to be
dedicated as public assets are established and maintained
during the maintenance period to ensure optimal
vegetated growth and that the functional elements of the N/A
system achieve the design function at the end of the
maintenance period.
PO9 AO9.1 To be complied with at detailed
Treatment systems are designed to eliminate or minimise Free draining inlets and outlets are provided to ensure that design / construction stages.
health, safety and aesthetic hazards, including risks
associated with insect breeding, odour and public safety.
waters do not pond for more than 24 hours.
AO9.2 To be complied with at detailed
Developments are designed to eliminate retaining walls in design / construction stages.
excess of 0.8m for any water quality treatment device.
Hydrology and waterway stability AO10
Development will comply, Refer to
PO10 The development is designed to: Stormwater Management Plan.
Development prevents increased bed and bank erosion and 1. limit the peak 1 year ARI event discharge
sedimentation in receiving waterways by avoiding changes within the receiving waterway to the pre-
in low rate, peak flow run-off and flow duration.
development peak 1 year discharge;
2. maximise pervious areas by using pervious
alternatives for otherwise impervious areas
wherever possible;
Page 6 of 12
June 2021
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