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MSE 24-hr 3 Rainfall=4.24"10-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 11HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, 5 MINUTE MINIMUM <br />Summary for Subcatchment DA5: <br />Runoff = 0.74 cfs @ 12.12 hrs, Volume= 0.034 af, Depth> 2.34" <br />Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />MSE 24-hr 3 Rainfall=4.24" <br />Area (ac) CN Description <br />0.010 98 Paved parking, HSG D <br />0.165 80 >75% Grass cover, Good, HSG D <br />0.175 81 Weighted Average <br />0.165 80 94.29% Pervious Area <br />0.010 98 5.71% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, 5 MINUTE MINIMUM <br />Summary for Subcatchment DA6: <br />Runoff = 0.77 cfs @ 12.12 hrs, Volume= 0.035 af, Depth> 2.27" <br />Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />MSE 24-hr 3 Rainfall=4.24" <br />Area (ac) CN Description <br />0.003 98 Paved parking, HSG D <br />0.182 80 >75% Grass cover, Good, HSG D <br />0.185 80 Weighted Average <br />0.182 80 98.38% Pervious Area <br />0.003 98 1.62% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, 5 MINUTE MINIMUM <br />Summary for Subcatchment DA7: <br />Runoff = 0.11 cfs @ 12.12 hrs, Volume= 0.005 af, Depth> 2.31" <br />Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />MSE 24-hr 3 Rainfall=4.24"