Laserfiche WebLink
6375 <br />6370 <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />-.Gro!tpv <br />.... <br />.... <br />.... <br />.... <br />R - - <br />8 <br />. . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. <br />. . . . <br />... <br />.... <br />. . . . <br />. . . . <br />. . . . <br />. / <br />.... <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />A, <br />03-- <br />. . . . . <br />. . . . <br />A <br />-!s <br />UP <br />. . <br />. . . . <br />x <br />N <br />On <br />. . . <br />. . . . . <br />. . . . . <br />X. <br />0 <br />c6 <br />P_ <br />. . . <br />. . . . <br />. . . . <br />V+ <br />ul <br />u� <br />u <br />. . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />... <br />. <br />. . . . <br />. . . . <br />. . . . <br />S.M. <br />.0+6z . <br />. . . . <br />637C.53 <br />(100 <br />YR. SURFACE) <br />. . . <br />. . . . . <br />.... <br />.... <br />.... <br />.... <br />. . . . <br />. . . . <br />---- <br />.... <br />......... <br />---- <br />.... <br />---- <br />.... <br />......... <br />-- <br />....i. <br />. . . . . <br />6360+00 <br />6385 6425 <br />6380 6420 <br />6375 6415 <br />6370 6410 <br />6 <br />20 40 60 365 <br />SECTION 10-1 V = 10.397F <br />PS = .53 FPS (N=(N 0.045) 0) <br />OFFSITE BASIN 10 UPSTREAM SLOPE <br />S = 0.1946 (19.46X) <br />Q,..= 52.78 CFS <br />REVMM,& RLC DATE 3127/2013 DRAWN BY RLC DATE 9,/2Z/2012 <br />REVr"& RLC DAIE 8/1/2013 DMMM Ely PMQ DATE 9/22/2012 <br />REvWN &_ DATE _ I CHECKED ay PMO DATE 9/22/2012 <br />....................................... <br />Inc. Ince <br />2350 G Road <br />mnd Jmcfion, Co. 81505 <br />s <br />"en <br />.... <br />.... <br />.... <br />•••. <br />Phorve: (970) 241-7125 <br />-.Gro!tpv <br />.... <br />.... <br />.... <br />.... <br />R - - <br />8 <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />lo. <br />J; <br />.... <br />.... <br />. . . <br />. . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . <br />A, <br />. . . <br />. . . . . <br />. . . <br />on <br />. . . . <br />iw + <br />On <br />. . . <br />. . . . . <br />. . . . . <br />F0 <br />5; <br />V+ <br />ID <br />- - - - <br />- -vim <br />. <br />. . . . <br />. . . . <br />. . . . <br />S.M. <br />.0+6z . <br />. . . . <br />. . 64. . . 116 1 <br />. . . . <br />v <br />. . . <br />. . . . . <br />. . . . . <br />.. <br />• . . <br />. . . . <br />. . . . <br />. . . . <br />. . <br />. . . . . <br />. . . . . <br />. . . . . <br />. . . . <br />........ <br />YR. <br />FAG <br />........ <br />. . . . <br />........................................... <br />........................................... <br />....................................... <br />. <br />• . . . <br />. . . . <br />. . . . <br />. . . . <br />.... <br />... 64,59.10 <br />20 40 60 80 <br />W.S. - 6411.19 (N=0.060) <br />SECTION 10-2 V = 7.01 FPS (N=0.045) <br />OFFSITE BASIN 10 UPSTREAM SLOPE <br />S = 0.1069 (10.69X) <br />Q w = 52.78 CFS <br />6425 <br />6420 <br />6415 <br />6410 <br />6405 <br />0 <br />O'Connor <br />Inc. Ince <br />2350 G Road <br />mnd Jmcfion, Co. 81505 <br />s <br />"en <br />.... <br />.... <br />.... <br />•••. <br />Phorve: (970) 241-7125 <br />-.Gro!tpv <br />.... <br />.... <br />.... <br />.... <br />Fax. (970) 241-7852 <br />6460 <br />6455 <br />­-A <br />6445 <br />6440 <br />.... <br />.... <br />.... <br />.... <br />I .... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />•••. <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />.... <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />lo. <br />.... <br />.... <br />.... <br />.... <br />.. <br />It! <br />. . . . <br />. . . . <br />. . . . <br />. <br />on <br />. . . . <br />On <br />o <br />5; <br />V+ <br />ID <br />- - - - <br />- -vim <br />. . . . <br />. . . . <br />. . . . <br />. <br />. . . . <br />. . . . <br />. . . . <br />. <br />. . . . <br />. . . . <br />. . . . <br />0 <br />10 <br />. . . . . <br />. . . . <br />. . . . <br />. . . . <br />. . <br />. . . . <br />. . . . <br />. . . . <br />. . . . <br />. . <br />. <br />• . . . <br />. . . . <br />. . . . <br />. . . . <br />.... <br />... 64,59.10 <br />0 <br />... <br />.... <br />(1 <br />5PFF <br />ACE) <br />.. <br />.... <br />.... <br />.... <br />.. . <br />.... <br />... lf <br />.... <br />.. . <br />.... <br />.... <br />.... <br />.... <br />.... <br />I .... <br />.... <br />I .... <br />6460 <br />6455 <br />6450 <br />6445 <br />6440 <br />65 — 6435 <br />0+00 20 40 60 <br />W.S. = 6439.10 (N=0.060) <br />SECTION 10-3 V 12.03 (N-0.045) FPS <br />OFFSITE BASIN 10 UPSTREAM SLOPE <br />S = 0.2000 (20.00X) <br />Q== 52.78 CFS <br />:< <br />DRAINAGE CHANNEL CROSS—SECTIONS <br />DRAINAGE DESIGN PLAN <br />COTTER CORPORATION MINE JD-9 6 o,101 <br />