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Appendix D- Stormwater Management Plan · MCU23/0078
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5.2.7 Proposed Treatment Train - SPEL
A ‘Treatment Train’ was developed to target each of the pollutants of concern using SPEL devices to be incorporated into
the development site layout. This treatment train is illustrated in Figure 3 and Figure 3.
Figure 3: Proposed Treatment Train (Site A) – SPEL
Figure 4: Proposed Treatment Train Site B (Northern & Southern Catchment) – SPEL
5.2.8 Results - SPEL
The pollutant reductions for the ultimate developed phase of the site using SPEL devices, with the inclusion of the detailed
treatment train, as obtained from the MUSIC model and analysis are summarised in Table 17 and Table 18.
Table 21: Pollutant Removal Rates Discharge (Site A) – SPEL
Pollutant TSS (%) TP (%) TN (%) GP (%)
Treatment Train Effectiveness 81 62.4 45.2 100
WQOs 80.0 60.0 45.0 90.0
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