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Stormwater Management Plan
Attached to the e-mail MCU16/0081 Geotechnical report, Landscape Plan, SMP, Traffic report - Email 3 of 3.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnSC5594 – Walter Hay Dr, Noosaville 18
Figure B.3 – MUSIC Model ‘Bio-retention A’ Node
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$C5594 — Walter Hay Dr, Noosaville 18
Properties of BIA al
an GE) _) Products >>
(Inlet Properties ———__________________ | Lining Properties
Low Flow By-pass (cubic metres per sec) 0.000 Is Base Lined? (] Yes [7] No
ligh Fi ic metres 100.000
High Flow By-pass (cubic per sec) = Veasbaion open
;~ Storage Properties 6 H 3 z
© Vegetated with Effective Nutrient Removal Plants
Extended Detention Depth (metres) 0.20
Surface Area (square metres) 120.00 © Vegetated with Ineffective Nutrient Removal Plants
Filter and Media Properties —— _| © Unvegetated
Filter Area (square metres) 120.00
Unlined Fiter Media Perimeter (metres) 44,00 [- Ouilet Properties
Overflow Weir Width (metres) 2.40
Saturated Hydraulic Conductivity (mm/hour) 180.00
Fiter Depth (metres) 0.40 Underdrain Present? (] Yes [©] No
TN Content of Filter Media (ma/kg) 400 Submerged Zone With Carbon Present? © Yes [¥] No
Orthophosphate Content of Filter Media (mg/kg) 50.0 0.00
[Infiltration Properties
Exfitration Rate (mm/hr) 0.00 | | Notes. | More |
| XM cence || << Back || A Finish
T T T T T T T 7 T T T T T T T ro T T T T 7 T Y Y T T T T 7 T T
Figure B.3 — MUSIC Model ‘Bio-retention A’ Node
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