Council archive · source document
Appendix D- Stormwater Management Plan · MCU23/0078
Plans and drawings: the text below has words only, no drawings.
Very large file (18.3 MB): may take a few minutes to open.
Original PDF page 20, section 1. The text section number identifies this passage in the reader.
Table 22: Pollutant Removal Rates Discharge (Site B) – SPEL
Pollutant TSS (%) TP (%) TN (%) GP (%)
Treatment Train Effectiveness 82.9 61.5 51.6 100
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 Noosa Shire Council Planning Scheme. Therefore, the proposed treatment train for these areas will
yield satisfactory pollutant removal.
5.2.9 Proposed Treatment Train – OceanProtect
A ‘Treatment Train’ was developed to target each of the pollutants of concern using OceanProtect devices to be
incorporated into the development site layout. This treatment train is illustrated in Figure 4 and 5.
Figure 5: Proposed Treatment Train (Site A) – OceanProtect
Figure 6: Proposed Treatment Train (Site B) – OceanProtect
www.bornhorstward.com.au Page 16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix D- Stormwater Management Plan.PDFRelated documentApplication case desk ↗
About this file
- File size
- 18.3 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.