14-020_TentPUD_Completeness_2017-0807_PostDev Type IA 24-hr WO Rainfall=1.40" <br />Prepared by Microsoft Printed 8/11/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 26 <br />Summary for Subcatchment P3: Proposed NW Private Basin <br />Runoff = 0.02 cfs @ 7.93 hrs, Volume= 0.009 af, Depth= 0.68" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr WO Rainfall=1.40" <br />Area (sf) CN Descriotion <br />3,225 <br />98 Extg Pavement <br />3,525 <br />79 Woods, Fair, HSG D <br />6,750 <br />88 Weighted Average <br />3,525 <br />52.22% Pervious Area <br />3,225 <br />47.78% 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 P41: Proposed NW Public Basin <br />Runoff = 0.01 cfs @ 7.89 hrs, Volume= 0.005 af, Depth= 1.18" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr WO Rainfall=1.40" <br />Area (sf) CN Description <br />2,028 98 Pavement <br />2,028 100.00% 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 P42: Proposed NW Public Basin <br />Runoff = 0.02 cfs @ 7.89 hrs, Volume= 0.006 af, Depth= 1.18" <br />Runoff by SBUH method, Split Pervious/Imperv., Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Type IA 24-hr WO Rainfall=1.40" <br />Area (sf) CN Description <br />2,545 98 Pavement <br />2,545 100.00% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.0 Direct Entry, <br />