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 3 <br />Summary for Subcatchment EP24: Upland Landscape <br />Runoff = 0.09 cfs @ 8.00 hrs, Volume= 0.033 af, Depth= 2.34" <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 />7,400 79 Woods, Fair, HSG D <br />7,400 100.00% Pervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />12.0 150 0.2000 0.21 Sheet Flow, <br />Woods: Light underbrush n= 0.400 P2= 3.12" <br />Summary for Subcatchment EP41: Upland Landscape <br />Runoff = 0.20 cfs @ 7.96 hrs, Volume= 0.071 af, Depth= 2.54" <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 />1,309 <br />79 <br />Woods, Fair, HSG D <br />940 <br />98 <br />Impervious <br />4,955 <br />79 <br />Woods/grass comb., Good, HSG D <br />1,680 <br />91 <br />Gravel roads, HSG D <br />5,710 <br />79 <br />Woods, Fair, HSG D <br />14,594 <br />82 <br />Weighted Average <br />13,654 <br />93.56% Pervious Area <br />940 <br />6.44% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />5.9 90 0.0600 0.26 Sheet Flow, <br />Grass: Short n=0.150 P2=3.12" <br />Summary for Subcatchment EP42: Upland Landscape <br />Runoff = 0.05 cfs @ 7.98 hrs, Volume= 0.018 af, Depth= 2.34" <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 />4,115 79 Woods, Fair, HSG D <br />4,115 100.00% Pervious Area <br />