14-020_TentPUD_Completeness_2017-0807_PostDev Type IA 24-hr 10 yr Rainfall=4.46" <br />Prepared by Microsoft Printed 8/11/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 8 <br />Summary for Subcatchment P43: Proposed NW Public Basin <br />Runoff = 0.08 cfs @ 7.88 hrs, Volume= 0.025 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 />3,125 98 Extq Pavement <br />3,125 100.00% 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 P51: SW Public Roadway (Pub) <br />Runoff = 0.10 cfs @ 7.88 hrs, Volume= 0.034 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 />4,180 98 Pavement <br />4,180 100.00% 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 P52: Upland Landscape <br />Runoff = 0.48 cfs @ 7.99 hrs, Volume= 0.172 af, Depth= 2.52" <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 />3,690 <br />80 Landscape <br />1,860 <br />98 Pavement <br />30,110 <br />80 Landscape <br />35,660 <br />81 Weighted Average <br />33,800 <br />94.78% Pervious Area <br />1,860 <br />5.22% Impervious Area <br />