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MSE 24-hr 3 Rainfall=2.83"2-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 13HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />4.0" Round Pipe <br />n= 0.010 <br />Length= 70.0' Slope= 0.0200 '/' <br />Inlet Invert= 941.66', Outlet Invert= 940.26' <br />Summary for Reach CO3: <br />Inflow Area = 0.101 ac,100.00% Impervious, Inflow Depth > 2.60" <br />Inflow = 0.41 cfs @ 12.12 hrs, Volume= 0.022 af <br />Outflow = 0.41 cfs @ 12.12 hrs, Volume= 0.022 af, Atten= 1%, Lag= 0.2 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 4.92 fps, Min. Travel Time= 0.1 min <br />Avg. Velocity = 1.40 fps, Avg. Travel Time= 0.5 min <br />Peak Storage= 3 cf @ 12.12 hrs <br />Average Depth at Peak Storage= 0.22' , 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= 38.0' Slope= 0.0200 '/' <br />Inlet Invert= 940.26', Outlet Invert= 939.50' <br />Summary for Reach CO4: <br />Inflow Area = 0.035 ac,100.00% Impervious, Inflow Depth > 2.60" <br />Inflow = 0.15 cfs @ 12.11 hrs, Volume= 0.008 af <br />Outflow = 0.14 cfs @ 12.12 hrs, Volume= 0.008 af, Atten= 2%, Lag= 0.6 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 3.78 fps, Min. Travel Time= 0.4 min <br />Avg. Velocity = 1.08 fps, Avg. Travel Time= 1.5 min <br />Peak Storage= 4 cf @ 12.12 hrs <br />Average Depth at Peak Storage= 0.15' , Surface Width= 0.33' <br />Bank-Full Depth= 0.33' Flow Area= 0.1 sf, Capacity= 0.35 cfs