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PHASE 1 INITIAL EAST DIVERSIONS <br />. Prepared by Greg Lewicki & Associates <br />HydroCAD~ 8.00 sln 004412 ©2006 HydroCA <br />Type 1124-hr Rainfall=2.90" <br />Page 4 <br />A(17Mf\f\T <br />Subcatchment B: BASIN B <br />Runoff = 14.28 cfs @ 12.04 hrs, Volume= 0.850 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 tl 24-hr Rainfall=2.90" <br />Area (ac) CN Description <br />12.800 73 PinyoNjuniper range, Good, HSG D <br />12.800 Pervious Area <br />Tc Length <br />Description <br />10.8 1,554 0.2664 2.41 Lag/CN Method, <br />Subcatchment B: BASIN B <br />Hydrograph <br />13- <br />12 <br />„~ <br />10- <br />r9 <br />t9 <br />6 7- <br />2( <br />Runoff=14.28 cfs <br />Type II 24-hr <br />Rainfall=2.90" <br />Runoff Area=12.800 ac <br />Runoff Volume=0.850 of <br />Runoff Depth=0.80" <br />Flow Length=1,554' <br />Slope=0.2664 '/' <br />Tc=10.8 min <br />CN=73 <br />2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 <br />71me (trours) <br />-Runoff <br /> <br />