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MSE 24-hr 3 Rainfall=4.24"10-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 14HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />4.0" Round Pipe <br />n= 0.010 <br />Length= 98.0' Slope= 0.0200 '/' <br />Inlet Invert= 946.85', Outlet Invert= 944.89' <br />Summary for Reach CO5: <br />Inflow Area = 0.072 ac,100.00% Impervious, Inflow Depth > 4.00" <br />Inflow = 0.45 cfs @ 12.12 hrs, Volume= 0.024 af <br />Outflow = 0.44 cfs @ 12.12 hrs, Volume= 0.024 af, Atten= 1%, Lag= 0.5 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 5.01 fps, Min. Travel Time= 0.3 min <br />Avg. Velocity = 1.44 fps, Avg. Travel Time= 1.1 min <br />Peak Storage= 9 cf @ 12.12 hrs <br />Average Depth at Peak Storage= 0.23' , Surface Width= 0.50' <br />Bank-Full Depth= 0.50' Flow Area= 0.2 sf, Capacity= 1.03 cfs <br />6.0" Round Pipe <br />n= 0.010 <br />Length= 98.0' Slope= 0.0200 '/' <br />Inlet Invert= 944.89', Outlet Invert= 942.93' <br />Summary for Reach CO6: <br />Inflow Area = 0.100 ac,100.00% Impervious, Inflow Depth > 4.00" <br />Inflow = 0.62 cfs @ 12.12 hrs, Volume= 0.033 af <br />Outflow = 0.61 cfs @ 12.12 hrs, Volume= 0.033 af, Atten= 0%, Lag= 0.1 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 5.45 fps, Min. Travel Time= 0.1 min <br />Avg. Velocity = 1.58 fps, Avg. Travel Time= 0.3 min