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Judgment - Stockwell v Noosa Council - PEC Appeal 1998 of 2024 - 26.06.25 · MCU22/0094
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Parameter Value
Rainfall Threshold (mm) 1
Soil Storage Capacity (mm) 18
Initial Storage (% of capacity) 10
Field Capacity (mm) 80
Infiltration Capacity Co-efficient a 243
Infiltration Capacity Co-efficient b 0.6
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Base Flow Rate (%) 31
Deep Seepage (%) 0
Table 1 – MUSIC Rainfall Runoff Parameters (Commercial)
6.4.3.4 Pollutant Export Parameters
Specific Pollutant Export Parameters must be applied to each node type as cited in the Water By Design
MUSIC Modelling Guidelines. The values shown in Table 2 are for split catchment commercial areas.
Runoff pollutant concentrations are generated stochastically from the defined mean and standard
deviation.
Land Use – Commercial Log10 TSS (mg/L) Log10 TSS (mg/L) Log10 TSS (mg/L)
Base Flow Storm Flow Base Flow Storm Flow Base Flow Storm Flow
Mean 0 1.30 0 -0.89 0 0.37
Roof
Std. Dev. 0 0.38 0 0.34 0 0.34
Mean 0.78 2.43 -0.6 -0.30 0.32 0.37
Roads
Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Ground Mean 0.78 2.16 -0.6 -0.39 0.32 0.37
Level/Open Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Space
Table 2 – Pollutant Export Parameters (Commercial)
12
Inspired engineering
10 April 2025
61
https://mpncnetau.sharepoint.com/sites/Administration/Shared Documents/9000-9999/9300-9399/9307/Reports/10-04-25 Stormwater Management Plan_Issue G.docx
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