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Appendix D- SWMP
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29 September 2023
5.3.3.5 Water Quality Objectives
The Water Quality Objectives of the receiving waters for the proposed development have been
obtained from State Planning Policy July 2017. The State Planning Policy load reduction targets are
summarised in Table 3 below.
WATER QUALITY OBJECTIVES
Total Suspended Total Nitrogen Total Litter/Gross
Solids (TSS) % (TN) % Phosphorous Pollutants % Oils/Grease
Reduction Reduction (TP) % Reduction Reduction
No visible films
80 45 60 90
or odours
Table 3 – Water Quality Objectives
5.3.3.6 Treatment Plan
In order to achieve the Water Quality Objectives for the proposed development, it is proposed to
use natural treatment methods to treat the runoff prior to discharge from the site.
Stormwater runoff from the roof will be captured in a series of new gutters, downpipes and pits,
which will discharge along with the remaining suspended car park catchments to bioretention
basins, where Q1 flows will receive treatment while additional flows with discharge into the
external stormwater network.
The bioretention basins are located to pickup direct downpipe flows to ensure the basins remain
shallow when compared to the surrounding ground levels.
Runoff from the existing car park areas will continue to discharge through the existing bio basins
which will be retained as part of the Stage 2 development works.
Treated water and overflows will discharge into the new stormwater pipe networks constructed as
part of the Stage 2 retail developments.
The treatment plan for the proposed development is depicted on MPN Plans 9954 DA03-DA08
attached in Appendix 2, with MUSIC excerpt below.
Excellence with Economy in Engineering 12
https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900-
9999/9954/report/29-09-23 stormwater management plan_issue a.docx
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