14-020 TentPUD StmDes Type IA 24-hr 10 yr Rainfall=4.46" <br />Prepared by Microsoft Printed 2/18/2017 <br />HydroCAD® 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 4 <br />Summary for Subcatchment P21: Private Rd 1 <br />Runoff = 0.09 cfs @ 7.88 hrs, Volume= 0.031 af, Depth= 4.22" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr 10 yr Rainfall=4.46" <br />Area (sf) CN Description <br />3.850 98 Pavement <br />3,850 100.00% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, <br />Summary for Subcatchment P22: Private Rd 2 <br />Runoff = 0.12 cfs @ 7.88 hrs, Volume= 0.040 af, Depth= 4.22" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr 10 yr Rainfall=4.46" <br />Area (sf) CN Description <br />4,970 98 Pavement <br />4,970 100.00% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, <br />Summary for Subcatchment P23: Private Rd 3 <br />Runoff = 0.12 cfs @ 7.88 hrs, Volume= 0.040 af, Depth= 4.22" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr 10 yr Rainfall=4.46" <br />Area (sf) CN Description <br />4,990 98 Pavement <br />4,990 100.00% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, <br />