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Wooddale 1180 Hunter proposed 1-10-18 Type 1124-hr 1 year Rainfall=2.50" <br /> Prepared by {enter your company name here} Printed 1/10/2018 <br /> HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 6 <br /> Summary for Subcatchment 1E: (new Subcat) <br /> Runoff = 0.58 cfs @ 11.96 hrs, Volume= 0.027 af, Depth= 0.84" <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs <br /> Type II 24-hr 1 year Rainfall=2.50" <br /> Area (ac) CN Description <br /> * 0.066 98 House, Porch, Decks <br /> * 0.019 98 Patio, Steps, Walls <br /> 0.305 74 >75% Grass cover, Good, HSG C <br /> 0.390 79 Weighted Average <br /> 0.305 78.21% Pervious Area <br /> 0.085 21.79% Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 5.0 Direct Entry, <br /> Subcatchment 1E: (new Subcat) <br /> Hydrograph <br /> 0.65- <br /> »Runoff <br /> 0.6- 1058thfag <br /> Type II 24-hr <br /> 0.55 <br /> 32".. yp <br /> 1 year Rainfall=2.500.5- ,.- <br /> Runoff Area=0.390 ac <br /> 0.45= <br /> 0.4 Runoff Volume=0.027 af <br /> 0.35= Runoff Depth=0.84" <br /> ° 0.3 Tc=5.0 min <br /> LL <br /> 025 CN=79 <br /> 0.2 <br /> 0.15- <br /> 0.1- <br /> 0 05 <br /> .15-0.10.05 <br /> 0 4 . <br /> ' /4777,pf .g a9��. <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 <br /> Time (hours) <br />