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REVISED 100 Yr POND-F Type // 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Printed 11/4/2008 <br />HydroCAD®8 50 s/n 004412 @2007 HydroCAD Software Solutions LLC Page 2 <br />Time span=0.00-100.00 hrs, dt=0.05 hrs, 2001 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 />SubcatchmentF: BASIN F Runoff Area=2.730 ac 0.00% Impervious Runoff Depth=1.98" <br />Flow Length=654' Slope=0.0550 '/' Tc=6.5 min CN=91 Runoff=8.84 cfs 0.450 of <br />Reach F1: F-ROAD DITCH Avg. Depth=0.53' Max Vet=7.19 fps Inflow=8.84 cfs 0.450 of <br />n=0.025 L=444.0' S=0.0676'/' Capacity= 18.89 cfs Outflow=8.52 cfs 0.450 of <br />Reach P1: POND DISCHARGE DITCH Avg. Depth=0.25' Max Vet=3.07 fps Inflow=0.66 cfs 1.894 of <br />n=0.022 L=20.0' S=0.02507 Capacity=13.13 cfs Outflow=0.66 cfs 1.894 of <br />Pond 1P: SEDIMENT POND Peak EIev=7,027.09' Storage=1.806 of Inflow=30.39 cfs 2.380 of <br />Outflow=0.66 cfs 1.894 of <br />Pond F-CUL• F-ROAD CULVERTS Peak EIev=7,049.05' Inflow=8.52 cfs 0.450 of <br />24.0" x 30.0' Culvert Outflow=8.52 cfs 0.450 of <br />100 FULL tfW Primary Outflow Imported from PHASE 3 POND-BASINS-G-H-I-Link GHI..hce Inflow=21.88 cfs 1.930 of <br />Area= 11.710 ac Primary=21.88 cfs 1.930 of <br />• <br />Total Runoff Area = 2.730 ac Runoff Volume = 0.450 of Average Runoff Depth =1.98" <br />100.00% Pervious = 2.730 ac 0.00% Impervious = 0.000 ac <br />0