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Stormwater Management Plan
Attached to the e-mail REC16/0014 - Planning report & supporting management plans, contour plan 2 of 2.
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Log in to see the plans as drawnSC5551 - 28 Elkhorn Dr, Tewantin 16 Figure B.4 – MUSIC Model ‘Rainwater Harvesting’ Node [OCR of page images] $C5551 - 28 Elkhorn Dr, Tewantin 16 }—-+---->+-+--_—_—_—- ——1—.. Properties of Rainwater Tank [ la a) Location | 5 Produets >> ;— Inlet Properties Low Flow By-pass (cubic metres per sec) 0.000000 High Flow By-pass (cubic metres per sec) 100.000000 -— Individual Tank Properties [=| Number of Tanks 1 ‘Total Tank Properties ;~ Storage Properties i Volume below overflow pipe (kL) 44.00 Depth above overflow (metres) 0.20 Surface Area (square metres) 275 Initial Volume (kL) 44.00 (Outlet Properties Overflow Pipe Diameter (mm) 298 l [-) Use Custom Outflow and Storage Relationship i | | Define Custom Outflow and Storage | Noi | XK cancer || <r Back || A Bish | SS Figure B.4 — MUSIC Model ‘Rainwater Harvesting’ Node
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