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SBSMR 20004 Revision C - Op Works Application
From the archive Stormwater Submission.zip, inside Operational Works Application OPW21/0272 Submission - DA Form 1 - Plans - Geotech Report - 32 Viewland Dr, Noosa Heads. File date in the archive: 2021-09-21 15:20.
6.4 RESULTS
The outcome from the MUSIC modelling for the developed mitigated and developed
unmitigated scenarios are shown in figure 3 and table 5.
Figure 3 - MUSIC Screenshot
Developed Developed Load Reduction Required Load
Pollutant Type
Unmitigated Mitigated (%) Reduction (%)
TSS (kg/year) 352 40.3 88.5 80
TP (kg/year) 0.889 0.235 73.6 60
TN(kg/year) 6.97 3.27 53.2 45
Gross Pollutants
61 0 100 90
(kg/year)
Table 5 - Pollutant Load Reduction Results
The load reduction achieved meets the minimum load reductions from the Guidelines. Given
the proposed development will meet the water quality and quantity objectives it is considered
that the development complies with Noosa Council’s stormwater requirements.
NMA-SBSWMR-20004 Noosa Youngcare 12
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