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Development Application part 2 of 2 Report and Plans MCU13/0030
Plans and drawings: the text below has words only, no drawings.
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post delevopment Cooroy Aged care noosa 10-Year Duration=8 min, Inten=188.0 mmlhr
Prepared by {enter your company name here} Printed 18/02/2013
[email protected] sIn 05328 @ 2011 HydroCAD Software Solutions LLC
Time span=0.00-3.00 hrs, dt=0.01 hrs, 301 points
Runoff by Rational method, Rise/Fa"=1.0/1.7 xTc
Reach routing by Stor-Ind method -
Pond routing by Stor-Ind method
Subcatchment 2S: access+carpark Runoff Area=957.0 m2 0.00% Impervious Runoff Depth=28 mm
Tc=6.0 min C=0.90 Runoff=0.04498 m3/s 0.027 MI
Subcatchment 45: new roof Runoff Area=3,574.0 m2 100.00% Impervious Runoff Depth=32 mm
Tc=6.0 min C=1.00 Runoff=0.18664 m3/s 0.113 MI
Reach 4R: (new Reach) Inflow=0.19537 m3/s 0.126 MI
Outflow=0.19537 m3/s 0.126 MI
Pond 1P: 36sqm Peak Elev=106.198 m Storage=0.031 MI Inflow=0.23162 m3/s 0.140 MI
Outflow=0.19537 m3/s 0.126 MI
Total Runoff Area = 0.4531 ha Runoff Volume = 0.140 MI Average Runoff Depth 31 mm=
21.12% Pervious = 0.0957 ha 78.88% Impervious 0.3574 ha
=
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