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MCU14/0056 Response to SARA - Consulting Report
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Engineering Report & Stormwater Management Plan
Date: 27/01/2015 Document No.: 14012-ENG-04.Docx
By: AvT Revision No.: F
The bioretention treatment node parameters used in the MUSIC model are shown in the table
below.
Bioretention Bioretention Bioretention Bioretention Bioretention Bioretention
PARAMETER Basin Basin Basin Basin Future Basin Basin
Service Storage Tourist Tourist Future Road
Low Flow By-Pass
0.00 0.00 0.00 0.00 0.00 0.00
(m3/s)
Low Flow By-Pass
100.00 100.00 100.00 100.00 100.00 100.00
(m3/s)
Extended Detention
0.30 0.20 0.20 0.20 0.20 0.20
(m)
Surface Area (m2) 120.0 55.0 65.0 28.0 46.0 10.0
Filter Media Area (m2) 120.0 55.0 65.0 28.0 46.0 10.0
Unlined Filter Media
1.00 1.00 1.00 1.00 1.00 1.00
Perimeter (m)
Sat. Hydraulic
180.00 180.00 180.00 180.00 180.00 180.00
Conductivity (mm/hr)
Filter Depth (m) 0.60 0.60 0.60 0.60 0.60 0.60
TN Content of Filter
800 800 800 800 800 800
Media (mg/kg)
Orthophosphate
Content of Filter 55.0 55.0 55.0 55.0 55.0 55.0
Media (mg/kg)
Exfiltration Rate
0.00 0.00 0.00 0.00 0.00 0.00
(mm/hr)
Is Base Lined? No No No No No No
Vegetated with
Effective Nutrient Yes Yes Yes Yes Yes Yes
Removal plants
Overflow Weir Width
2.00 2.00 2.00 2.00 2.00 2.00
(m)
Underdrain Present? Yes Yes Yes Yes Yes Yes
Submerged Zone With
No No No No No No
Carbon Present?
Table 5.7: Water Quality Treatment Bioretention Node
To assist with the removal of the gross pollutants, it is proposed that Enviropod baskets (or
similarly approved product) be installed in all stormwater gullies and inlets. The treatment
node for these baskets has been provided by SPEL. Refer to Appendix F for the SPEL Enviropod
A PO Box 26, Carina Q 4152 15 | P a g e
E [email protected]
W www.vtce.com.au
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