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Attachment 3 - Stormwater Management Plan 1856-SBSMP-01 v5 (December 2019) · RAL18/0023
Plans and drawings: the text below has words only, no drawings.
4.3 MUSIC Modelling
MUSIC (Version 6.2, eWater), a pollutant export modelling program has been used to model
both the expected pollutant loads generated by the development and the effectiveness of
WSUD treatment options selected.
4.3.1 Split Catchment Approach
The MUSIC model is based on a split catchment approach, modeled as various catchments
representing the different surface types in accordance with the guidelines and available site
information. Split catchment surface information can be found in Table 4.2 below. The
fraction impervious was calculated from proposed sealed pavement areas, and rounded up
to the nearest 5% to account for minor adjustments in detailed design.
Surface Type % Imperviousness
Road Reserve Varies (75% / 70% / 60%)
Table 4.2 Adopted % Imperviousness
Table 4.3 lists the total areas for the surface type in the catchment that was used in the
model. The total area is the proposed total extent of the road reserve area. Refer to the
Catchment Plan in Appendix A demonstrating these areas within the proposed development.
Node Area (ha)
West Hofmann Drive (South-1) 0.1350
West Hofmann Drive (North) 0.2247
West Hofmann Drive (South-2) 0.1091
Road A 0.2424
Road B 0.4000
Upper Road C 0.2368
Lower Road C 0.3569
North Road & Part Roundabout 0.2419
Sub - Total 2.5358
Lot 11-15 Car Parks and Driveways 0.5155
Total 3.0513
Table 4.3 Surface Area of Nodes
Site Based Stormwater Management Plan Page 10 of 22
1856-SBSMP-01_Version 5.0 (December 2019)
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