Laserfiche WebLink
C:\Program Files\HydroCAD�Projects�FiydroCAD Projects\08 JOBS\ <br /> 081756 Barry Sewall Proposed Conditions May 13, 2009 Type 1124hr 10 Year Rainfali=4.20" <br /> Prepared by Gronberg 8�Associates, Inc. Printed 5/20/2009 9:31:36 AM <br /> HydroCAD�9.00 s/n 04529 �2009 HydroCAD Software Solutions LLC Pa�e 13 <br /> Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points <br /> Runoff by SCS TR-20 method, UH=SCS <br /> Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br /> Subcatchment A4:Area 4 Runoff Area=0.771 ac 16.99%Impervious Runoff Depth>1.14" <br /> Tc=10.0 min CN=67 RunofF-1.43 cfs 0.073 af <br /> Subcatchment A5:Area 5 Runoff Area=0.600 ac 30.00%Impervious Runoff Depfh>1.45" <br /> Tc=18.0 min CN=72 RunofF1.10 cfs 0.072 af <br /> Reach 1R: Total Leaving Property Inflow=1.52 cis 0.142 af <br /> Outflow=1.52 cts 0.142 af <br /> Pond 3P: Pond 3,Area 4 Peak EIev=933.40' Storage=0.021 af Inflow=1.43 cis 0.073 af <br /> 4.0" Round Culvert n=0.010 L=22.0' S=0.0086'P Outflovr-0.43 cts 0.072 af <br /> Pond 4P: STNIH 1 Peak EIev=930.50' Inflow=0.43 cis 0.072 af <br /> 12.0" Round Culvert n=0.011 L�9.0' S=0.0101 'P Outflov�0.43 cfs 0.072 af <br /> Pond 5P: Depression Peak Elev=932.29' Storage=0.004 af Inflow=1.10 cis 0.072 af <br /> Outflovr-1.10 cfs 0.070 af <br /> �utflow I�ted from 081756 Barry Sewall Proposed Condfions May 13,2009(Part 1}-Pond 2P.hce Inflow=0.00 cis 0.000 af <br /> Area=1.955 ac 9.46%Imperv. Primary=0.00 cfs 0.000 af <br /> Total Runoff Area=1.371 ac Runoff Volume=0.146 af Average Runoff Depth=1.2T' <br /> 77.32% Pervious=1.060 ac 22.68% Impervious=0.311 ac <br />