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REVISED 100 Yr POND-F Type l/ 24-hr 900 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Printed 11/4/2008 <br />HydroCAD® 8.50 s/n 004412 02007 HydroCAD Software Solutions LLC Page 14 <br />Summary for Pond F-CUL: F-ROAD CULVERTS <br />Inflow Area = 2.730 ac, 0.00% Impervious, Inflow Depth = 1.98" for 100 FULL YEAR event <br />Inflow - 8.52 cfs @ 12.00 hrs, Volume= 0.450 of <br />Outflow = 8.52 cfs @ 12.00 hrs, Volume= 0.450 af, Atten= 0%, Lag= 0.0 min <br />Primary = 8.52 cfs @ 12.00 hrs, Volume= 0.450 of <br />Routing by Stor-Ind method, Time Span= 0.00-100.00 hrs, dt= 0.05 hrs <br />Peak Elev= 7,049.05'@ 12.00 hrs <br />Flood Elev= 7,051.00' <br />Device Routing Invert Outlet Devices <br />#1 Primary 7,048.00' 24.0" x 30.0' long Culvert X 2.00 <br />CMP, projecting, no headwall, Ke= 0.900 <br />Outlet Invert= 7,047.50' S=0.0167'/' Cc= 0.900 <br />n= 0.025 Corrugated metal <br />Primary OutFlow Max=8.50 cfs @ 12.00 hrs HW=7,049.05' (Free Discharge) <br />L1=Culvert (Barrel Controls 8.50 cfs @ 3.69 fps) <br />• <br />w <br />3 <br />0 <br />LL <br />Pond F-CUL: F-ROAD CULVERTS <br />Hydrograph <br />8.52 cfs <br />3- Inflow Area=2.730 ac <br />--;-- Peak Elev-7;049:051-- <br />;- 2*0"--x-30:0' Cu-Ivert-- <br />4- <br />3- <br />; <br />2- <br />1 - ...---------..-..------ --- -- - --'-- -- --- <br />0 <br />n s in 15 gn 95 nn s5 an 45 50 55 60 65 70 75 80 85 90 95 1C <br />Inftow <br />Primary Time (hours) <br /> <br />0