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Appendix 2 - Code Assessment
designed and constructed to be consistent with the
current International Erosion Control Association Best
Practice Book Series.
Stormwater quality and protection of receiving waters
PO6 AO6.1 Compliant
Development is located, designed, constructed and operated Stormwater runoff discharging into High Ecological Value Where required, any stormwater quality treatment will be
to protect and enhance environmental values and water waters as a result of development causes no increase in in accordance with best practice principles.
quality of waterways, wetlands, lakes, ground waters and gross pollutants, total suspended solids, total phosphorous
drainage systems. or total nitrogen compared to a pre-development
scenario.
Editor’s note: Environmental values of waters and water AND
quality objectives are prescribed in Schedule 1 of the
Environmental Protection (Water) Policy 2009 and are AO6.2
identified on the State Planning Policy Interactive Mapping All stormwater runoff is treated to achieve maximum
System. removal of 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 Compliant
Water quality treatment systems use natural processes and Water quality treatment systems are designed to be Where required, any stormwater quality treatment will be
materials, whenever possible, and are integrated into integrated into the landscape consistent with the in accordance with best practice principles.
development to enhance biodiversity and landscape benefits. technical design 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).
Ref: 204099.T003 Page 3
214 David Low Way
PEREGIAN BEACH QLD 4573
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