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Attachment 7- Site Based Stormwater Management Plan
Attached to the e-mail Response to Information Request - RAL18/0023.
Plans and drawings: the text below has words only, no drawings.
Input parameters for the rainfall-runoff, source nodes and treatment devices were also
obtained from the guidelines. The following parameters were selected based on a
commercial/industrial development.
4.3.3 Rainfall-Runoff Parameters
The rainfall-runoff parameters listed in Table 3.7 of MUSIC guidelines were used in the
model. The parameters recommended by the guideline are as shown in Table 4.4 below.
PARAMETER Commercial/Industrial
Rainfall threshold (mm) 1
Soil storage capacity (mm) 18
Initial storage (% capacity) 10
Field capacity (mm) 80
Infiltration capacity 243
Coefficient a
Infiltration capacity 0.6
Exponent b
Initial depth (mm) 50
Daily recharge rate (%) 0
Daily baseflow rate (%) 31
Daily deep seepage rate (%) 0
Table 4.4 Recommended rainfall-runoff parameters
4.3.4 MUSIC Pollutant Export Parameters Split Catchment Land Use (Industrial)
TSS log10
TP log10 values TN log10 values
Surface values
Flow Type
Type St. St. St.
Mean Mean Mean
dev. dev. dev.
Baseflow Roof N/A N/A N/A N/A N/A N/A
parameters
Roads 0.78 0.45 -1.11 0.48 0.14 0.20
Ground 0.78 0.45 -1.11 0.48 0.14 0.20
Level
Stormflow Roof 1.30 0.44 -0.89 0.36 0.25 0.32
Parameters
Roads 2.43 0.44 -0.30 0.36 0.25 0.32
Ground 1.92 0.44 -0.59 0.36 0.25 0.32
Level
Table 4.5 MUSIC Export Parameters Split Catchment Land Use (Industrial)
Site Based Stormwater Management Plan Page 11 of 20
1856-SBSMP-01_Version 2.0 (April 2019)
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