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 4 <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 EP43: Upland Landscape <br />Runoff = 0.21 cfs @ 8.00 hrs, Volume= 0.075 af, Depth= 2.60" <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 Descriotion <br />13,065 <br />79 Woods, Fair, HSG D <br />2,095 <br />98 Pavement <br />15,160 <br />82 Weighted Average <br />13,065 <br />86.18% Pervious Area <br />2,095 <br />13.82% Impervious Area <br />Tc <br />Length <br />Slope <br />Velocity <br />Capacity Description <br />(min) <br />(feet) <br />(ft/ft) <br />(ft/sec) <br />(cfs) <br />0.3 <br />20 <br />0.0300 <br />1.16 <br />Sheet Flow, <br />Smooth surfaces n= 0.011 P2= 3.12" <br />8.3 <br />90 <br />0.1800 <br />0.18 <br />Sheet Flow, <br />Woods: Liaht underbrush n= 0.400 P2= 3.12" <br />8.6 110 Total <br />Summary for Subcatchment P11: New SW Basin (Private) <br />Runoff = 0.23 cfs @ 8.01 hrs, Volume= 0.105 af, Depth= 3.28" <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 Descriotion <br />4,885 <br />98 <br />Pavement <br />2,440 <br />98 <br />Parking <br />994 <br />98 <br />Patio <br />3,520 <br />79 <br />Woods, Fair, HSG D <br />4,900 <br />79 <br />Woods, Fair, HSG D <br />16,739 88 Weighted Average <br />8,420 50.30% Pervious Area <br />8,319 49.70% Impervious Area <br />