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Information Response - Email 1 of 2 MCU16/0153 & REC16/0041
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STORMWATER MANAGEMENT PLAN
Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach
Figure 3 presents the typical parameters adopted for the modelling of the bioretention basins
(Bioretention A shown). The surface area adopted in the model represents the mean water surface
area, assuming 1 in 3 batters at the edges of the bioretention basins.
Figure 3 - Typical Bioretention Parameters
4.3 MUSIC Model Parameters
The MUSIC Modelling Guidelines – South East Queensland Version 1.0 (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 Nambour, 1989-1998 at a 6-minute time step. This is in
accordance with Water by Design’s MUSIC Modelling Guidelines – South East Queensland Version
1.0 (2010). For evapotranspiration values, the mean PET values for Sunshine Coast Regional
Council (central) from Table 3.1 of the MUSIC Modelling Guidelines – South East Queensland
Version 1.0 (2010) were adopted. All source nodes were set up in accordance with this guideline,
specifically for split catchments. No routing of drainage links was adopted for the purpose of taking
a conservative approach. This approach assumes that the flow through the drainage system takes
no time, which over estimates the likely pollutant load. MUSIC version 6.2.1 was used for this
assessment.
4.4 Land Use/Source Node Areas
The proposed development is comprised of short stay units, dual use accommodation apartments,
permanent residential dwellings, entrance and access roads and landscaped areas. Each catchment
has been divided into three (3) source nodes for MUSIC modelling purposes. These source nodes
include treated roof, groundcover and road/hardstand areas (Table 4).
Table 4 – MUSIC Source Node Characteristic
Covey Associates Pty Ltd 8 Project No: 162042
Consulting Engineers 100949Rpt Issue B
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