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<br />PHASE 2 INTERIM WASTE PILE Type II 24-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 4 <br />HydroCAD® 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Subcatchment 2 Tm: Temporary Tm Basin <br />[49] Hint: Tc<2dt may require smaller dt <br />Runoff = 10.21 cfs @ 11.95 hrs, Volume= 0.471 af, Depth= 1.81" <br />Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-30.00 hrs, dt= 0.05 hrs <br />Type 11 24-hr Rainfall=2.90" <br />Area (ac) CN Description <br />3.120 89 Waste material, HSG D <br />3.120 Pervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />4.4 465 0.0817 1.76 Lag/CN Method, <br />Subcatchment 2 Tm: Temporary Tm Basin <br />• <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />3 <br />a <br />M 5 <br />4 <br />3 <br />2 <br />1 <br />Hydrograph <br />Runoff=10.21 cfs <br />Type II 24-hr <br />Rainfall=2.90" <br />Runoff Area=3.120 ac <br />Runoff Volume=0.471 of <br />Runoff Depth=1.81" <br />Flow Length=465' <br />Slope=0.0817 '/' <br />Tc=4.4 min <br />CN=89 <br />0 <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 <br />Time (hours) <br />-Runoff <br />0