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18-0165B Stormwater Management Report_Issue D
Attached to the e-mail Amended stormwater management report - 5, 12 & 18 Taylor Court, Cooroy (MCU18/0120 & RAL18/0013 OPW18/0197) Existing landuse parameter or MUSIC.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
8.2 Proposed Stormwater Treatment Train
All site stormwater runoff from the site is proposed to pass through a three bio-retention basins adjacent to the
southern boundary of the allotment prior to discharging through the existing drainage infrastructure.
The efficiency of the proposed treatment train has been identified using the Model for Urban Stormwater Improvement
Conceptualisation (MUSIC V6.3.0) developed by Monash University.
A schematic layout of the treatment train, as input into the MUSIC model, is shown in Figure 3 below.
Figure 3 - MUSIC Version 6.3 Schematic Layout
The Rainfall Runoff Parameters for the source catchment nodes have been taken from Table 3.7 of Water By Design’s
– MUSIC Modelling Guidelines, Version 1.0 (2010) and are shown in Table 2 below.
Table 3 – Rainfall Runoff Parameters
Rainfall threshold (mm/day) 1
Pervious Area Properties
Soil storage capacity (mm) 18
Initial storage (% of capacity) 10
Field capacity (mm) 80
Infiltration capacity coefficient – a 243
Infiltration capacity exponent - b 0.6
Groundwater Properties
Initial depth (mm) 50
Daily recharge rate (%) 0
Daily baseflow (%) 31
Daily deep seepage rate (%) 0
The pollutant load concentrations for the source catchment has been taken from Water By Design’s – MUSIC
Modelling Guidelines, Version 1.0 (2010) using the concentrations recommended for industrial areas.
HR DESIGN Reference No: 18-0165D Page 8 of 15
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