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UPDATED DA - Attachment 10 Stormwater Management Plan
Plans and drawings: the text below has words only, no drawings.
STORMWATER MANAGEMENT PLAN
Client: Noosa Shire Council Location: Doonan
Figure 5-1 Site Stormwater Quality Catchment Plan
The areas used to model the source nodes were extracted from the proposed development plan. The
nominated fraction impervious for each source node modelled in MUSIC was therefore:
Road source node: 100% impervious
Ground cover source node: 0% impervious
Roof source node: 100% impervious
5.2 MUSIC Model Parameters
The MUSIC Modelling Guidelines – South East Queensland Version 1.0 (WBD, 2010) was used to source base
and storm flow concentrations and runoff generation. The model was calibrated using the Bureau of
Meteorology (BoM) data from Cooroy, 1973 – 1983 at a 6-minute time step in accordance with the WBD
(2010) guidelines. All source nodes were set up in accordance with this guideline, specifically for split
catchments. No routing of drainage links was applied as a conservative approach. This approach assumes
that the flow through the drainage system is instantaneous, which likely overestimates the pollutant load.
Refer to Table 5-2 for the split catchment source node characteristics for each sub-catchment. A copy of the
MUSIC model is found in Appendix B.
Table 5-2 MUSIC Source Node Characteristics
Ground Cover
Sub-catchment Road Area (ha) Roof Area (ha) Total Area (ha)
(ha)
A 0.778 0.168 0.400 1.346
B 0.600 0.110 0.186 0.896
8 Project No: 244035
M25-0042 Rpt Issue A
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