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Appendix D- Stormwater Management Plan · MCU23/0078
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5.2.10 Results – OceanProtect
The pollutant reductions for the ultimate developed phase of the site using OceanProtect devices, with the inclusion of the
detailed treatment train, as obtained from the MUSIC model and analysis are summarised in Table 19 and Table 20.
Table 23: Pollutant Removal Rates Discharge (Site A) – OceanProtect
Pollutant TSS (%) TP (%) TN (%) GP (%)
Treatment Train Effectiveness 87 69.3 45.2 100
WQOs 80.0 60.0 45.0 90.0
Table 24: Pollutant Removal Rates Discharge (Site B) – OceanProtect
Pollutant TSS (%) TP (%) TN (%) GP (%)
Treatment Train Effectiveness 89 67.3 45 100
WQOs 80.0 60.0 45.0 90.0
As indicated in the table above, the removal rates for the target pollutants; total suspended solids (TSS), total phosphorus
(TP), total nitrogen (TN) and gross pollutants (GP) are all above the water quality objectives stipulated in the State
Planning Policy and the Noosa Shire Council Planning Scheme. Therefore, the proposed treatment train for these areas will
yield satisfactory pollutant removal.
6. NOOSA SHIRE COUNCIL CODES
The relevant Noosa Shire Council Codes with respect to engineering aspects for assessment of the Development
Application have been addressed. The codes will assist in assessing operational works requirements. The codes addressed
in this report include: -
− Acid Sulfate Soils Overlay Code;
− Earthworks Code; and
− Water Quality and Drainage Code.
The completed codes can be found attached in Appendix H of this Report.
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