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Attachment 4 - Stormwater Management Plan by O2 · MCU13/0251
Plans and drawings: the text below has words only, no drawings.
5. MUSIC Modelling
5.1. Software Version
MUSIC Version 6.0 was utilised to analyse the proposed stormwater quality treatment train.
5.2. Guidelines
The MUSIC analysis has been undertaken utilising the following guidelines:
Water by Design, ‘MUSIC Modelling Guidelines for South East Queensland, 2009’
5.3. Water Quality Objectives
The following water quality objectives have been adopted from the Department of State Development,
Infrastructure and Planning State Planning Policy 2013.
Table 1 – Water Quality Objectives
Minimum reductions in Mean Annual Loads from unmitigated catchment
Total Suspended Solids Total Phosphorus Total Nitrogen Gross Pollutants
(TSS) (TP) (TN) > 5mm
80% 60% 45% 90%
5.4. Rainfall and Evapotranspiration Data
The following rainfall and evapotranspiration data was utilised for the analysis, in accordance with the
MUSIC Modelling Guidelines for South East Queensland.
Table 2– MUSIC Rainfall Data
Rainfall Location Time step Period Mean Annual Rainfall
(mm)
Nambour DPI 6 min 1989 - 1998 1,517
Note, the MUSIC Modelling Guidelines for South East Queensland indicate the rainfall depth for the nominated simulation period is
1,527mm. However, the data provided by the BOM for gauging station 40282 – Nambour DPI results in a rainfall depth for the
period of 1,517mm
Table 3 – MUSIC Monthly Evapotranspiration Data (mm)
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
204 166 169 125 89 76 78 93 121 168 187 199
5.5. Rainfall Runoff Parameters
The rainfall runoff parameters for the site were determined from the Water by Design MUSIC Modelling
Guidelines for South East Queensland.
STORMWATER MANAGEMENT PLAN – PEREGIAN VILLAGE MARKET Page 7
Scanlon Property Group
R002616
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