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PHASE 1 INITIAL EAST DIVERSIONS Type 1124-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 5 <br />HydroCAD® 8.00 s/n 004412 ©2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Subcatchment C: BASIN C <br />Runoff = 6.47 cfs @ 12.03 hrs, Volume= 0.372 af, Depth= 0.80" <br />Runoff by SCS TR-20 method, UH=SCS, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Type II 24hr Rainfall=2.90" <br />Area (ac) CN Description <br />5.600 73 PinyoNiuniper range, Good, HSG D <br />5.600 Pervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (fUsec) (cfs) <br />9.8 1,380 0.2663 2.35 Lag/CN Method, <br />Subcatchment C: BASIN C <br />Hydrograph <br /> <br />a <br />l; <br />LL <br />Runoff=6.47 cfs <br />Type 11 24-hr <br />Rainfall=2.90" <br />Runoff Area=5.600 ac <br />Runoff Volume=0.372 of <br />Runoff Depth=0.80" <br />Flow Length=1,380' <br />Slope=0.2663 'P <br />Tc=9.8 min <br />CN=73 <br />2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 27 28 29 3 <br />rime (hours) <br />-Runoff <br /> <br />