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MSE 24-hr 3 Rainfall=2.83"2-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 15HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />Peak Storage= 2 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= 24.0' Slope= 0.0200 '/' <br />Inlet Invert= 939.56', Outlet Invert= 939.08' <br />Summary for Reach CO7: <br />Inflow Area = 0.036 ac,100.00% Impervious, Inflow Depth > 2.60" <br />Inflow = 0.15 cfs @ 12.11 hrs, Volume= 0.008 af <br />Outflow = 0.15 cfs @ 12.11 hrs, Volume= 0.008 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= 3.84 fps, Min. Travel Time= 0.1 min <br />Avg. Velocity = 1.09 fps, Avg. Travel Time= 0.2 min <br />Peak Storage= 1 cf @ 12.11 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 <br />4.0" Round Pipe <br />n= 0.010 <br />Length= 16.0' Slope= 0.0200 '/' <br />Inlet Invert= 939.40', Outlet Invert= 939.08' <br />Summary for Pond CB1: <br />Inflow Area = 0.122 ac, 61.48% Impervious, Inflow Depth > 2.03" <br />Inflow = 0.41 cfs @ 12.11 hrs, Volume= 0.021 af <br />Outflow = 0.41 cfs @ 12.11 hrs, Volume= 0.021 af, Atten= 0%, Lag= 0.0 min <br />Primary = 0.41 cfs @ 12.11 hrs, Volume= 0.021 af <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs