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Attachment D - Planning Scheme Statement
Attachment C
Assessment Against the Planning Scheme – Water Quality and Drainage Code
Editor’s note— PSP6 Engineering Design
Standards - Roads, Drainage and
PO7 AO7.1
Water quality treatment systems Water quality treatment systems are designed to Not applicable
use natural processes and be integrated into the landscape consistent with
materials, whenever possible, and the technical design guideline published by
are integrated into development to Healthy Land and Water Water by Design for the
enhance biodiversity and feature. (eg. For Bioretention Basins:
landscape benefits. Bioretention Technical Design Guidelines
(October 2014) and for Wetland Systems
the Wetland Technical Design Guideline (May
2017).
PO8
Water quality treatment AO8.1 Not applicable
infrastructure to be dedicated as Detailed life cycle costing is provided for the
public assets are proven to be entire treatment train system including
suitable for its use and of a cost replacement costs of asset parts.
effective and efficient standard.
AO8.2
Treatment systems dedicated as public assets
are designed to minimise maintenance, renewal
and adaption costs and the requirement for
specialised 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 system achieve the
design function at the end of the maintenance
period.
PO9 AO9.1 Not applicable
Treatment systems are designed Free draining inlets and outlets are provided to
to eliminate or minimise health, ensure that waters do not pond for more than 24
safety and aesthetic hazards, hours.
including risks associated with
insect breeding, odour and public AO9.2
safety. Developments are designed to eliminate
retaining walls in excess of 0.8m for any water
quality treatment device.
Hydrology and waterway stability Table 9.4.8.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes Compliance
Hydrology and waterway stability
PO10 AO10
Development prevents increased The development is designed to: Not applicable
bed and bank erosion and (a) limit the peak 1 year ARI event discharge
sedimentation in receiving within the receiving waterway to the pre-
waterways by avoiding changes development peak 1 year discharge;
in low rate, peak flow run-off and (b) maximise pervious areas by using
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
principles
Editor’s note: The Sustainable Building Design
Code includes requirements for stormwater
capture and reuse.
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