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r <br />O_ <br />M <br />0 <br />i <br />io <br />i <br />U <br />6490 <br />6485 <br />6480 <br />8 <br />0 <br />1`- <br />tn <br />6475 <br />L <br />0+00 <br />i <br />6475 <br />20 40 60 <br />W.S. = 6477.83 (N =0.045) <br />SECTION 1 OA -1 v = 2.19 FPS (N =0.035) <br />ONSITE BASIN 10 UPSTREAM SLOPE <br />S — 0.0105 (1.057) <br />Qm = 3.91 CFS <br />6480 <br />6475 <br />6470 <br />t <br />V <br />6465 <br />6460 <br />.... <br />.... <br />.... <br />.. <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />:li . <br />G <br />•'SV. <br />,j <br />. . <br />.... <br />.�. <br />.... <br />+40 . <br />... <br />.... <br />.... <br />+n <br />to <br />i <br />Aw <br />aU . <br />. . . . <br />. . . . <br />. . . . <br />648: <br />. <br />.... <br />.... <br />.... <br />.... <br />.... <br />. .. <br />. . . . <br />. . . M <br />.... <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />... <br />.. <br />....�.... <br />...� <br />.... <br />..�� <br />o m. <br />i <br />� <br />648( <br />m <br />t <br />�. <br />NN <br />�... <br />.` . . <br />... <br />... _ <br />47.7.83 <br />. . . . <br />.... <br />> ... <br />.... <br />100 Y .. <br />% <br />. <br />U) W <br />W. <br />. . . <br />. . _ _ <br />_ . . . <br />/ <br />� <br />. . . . <br />. . . <br />. <br />r <br />0+00 <br />i <br />6475 <br />20 40 60 <br />W.S. = 6477.83 (N =0.045) <br />SECTION 1 OA -1 v = 2.19 FPS (N =0.035) <br />ONSITE BASIN 10 UPSTREAM SLOPE <br />S — 0.0105 (1.057) <br />Qm = 3.91 CFS <br />6480 <br />6475 <br />6470 <br />t <br />V <br />6465 <br />6460 <br />.... <br />.... <br />.... <br />.. <br />G <br />,j <br />. . <br />.... <br />.... <br />.... <br />.... <br />... <br />.... <br />.... <br />+n <br />aU . <br />. . . . <br />. . . . <br />. . . . <br />htO <br />. <br />.... <br />.... <br />.... <br />.... <br />.... <br />N <br />! <br />/ <br />. . . . <br />. . . . <br />. . . . <br />... <br />.. <br />....�.... <br />...� <br />.... <br />..�� <br />� <br />m <br />t <br />NN <br />. . . . <br />.` . . <br />. . . . <br />. . . . <br />. <br />. . . . <br />. . <br />\�. <br />% <br />W <br />/ <br />� <br />. . . . <br />. . . <br />. <br />r <br />�... <br />•... <br />•... <br />.... <br />.... <br />• <br />. . . <br />. . . . <br />.. <br />.4 ., . <br />. . . <br />. . . <br />. . . . <br />.. <br />461.32 <br />(100 <br />. SURF <br />CE) <br />\ <br />J .. <br />.... <br />.... <br />.... <br />. . . . <br />. . . . <br />. N <br />+ T _ <br />"tID <br />.... <br />. . . . <br />.... <br />. . . . <br />.... <br />. . . . <br />... . <br />. . . . <br />M- T Tl <br />6475 <br />6470 <br />6465 <br />6460 <br />6455 <br />20 40 60 <br />v766S SECTION 10A -1 A <br />W.S. (N 0..045) <br />OFFSITE BASIN 10 UPSTREAM SLOPE <br />S — 0.0768 (7.6870) <br />Ow = 52.76 CFS <br />REVIMN ® RLC 0M7E 3/27/2013 DRAWN gy R C DATE 9/22/2012 • 2350 G Road <br />RE H RlC �� 8/1/2013 D gY PUP DATE 9/22/2012 O'Connor Ipe*n Group, � `70.41- 125 <br />Inc. • Phone: (970) 241 -7125 <br />REVMION ®— 047E CHECKED ar PWO DATE 912Z/2012 1pj Fax. (970) 241 -7852 <br />DRAINAGE CHANNEL CROSS — SECTIONS <br />DRAINAGE DESIGN PLAN <br />COTTER CORPORATION MINE JD-9 sHm 7 X10 <br />