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2013-07-03_REVISION - M1978116 (3)
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2013-07-03_REVISION - M1978116 (3)
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Last modified
6/15/2021 3:13:11 PM
Creation date
7/11/2013 3:51:33 PM
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Template:
DRMS Permit Index
Permit No
M1978116
IBM Index Class Name
REVISION
Doc Date
7/3/2013
Doc Name
RESPONSE TO ADEQUACY REVIEW #3
From
COTTER
To
DRMS
Type & Sequence
AM2
Email Name
THM
TC1
Media Type
D
Archive
No
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s <br />5392 <br />5390 <br />5388 <br />5402 <br />5398 <br />0 +00 0 +10 <br />0 +00 <br />SECTION 10-1 <br />OFFSITE BASIN 10 <br />In <br />5392 5394 <br />5390 5392 <br />5388 5390 <br />W.S. = 5388.73 ® N =0.050 <br />V = 4.44 FPS O N =0.035 <br />UPSTREAM SLOPE(S) <br />S = 0.0509 (5.09 <br />N <br />N <br />g <br />�$ <br />+V) <br />O <br />O <br />00 <br />o <br />N <br />+ <br />ifs <br />~ G3 <br />O <br />0i <br />N O N <br />(7 <br />cq i• <br />a <br />r <br />/ <br />0 <br />N / <br />5; ELEV: 5400.55 <br />+ <br />oW) <br />0 <br />/ <br />a <br />to <br />O <br />:2 <br />/ <br />�> ~�J <br />Y) <br />W <br />88.73 <br />/ <br />�WS 5403.17 <br />N7 <br />V) L61 <br />CO ` <br />E:l <br />0 +00 <br />SECTION 10-1 <br />OFFSITE BASIN 10 <br />In <br />5392 5394 <br />5390 5392 <br />5388 5390 <br />W.S. = 5388.73 ® N =0.050 <br />V = 4.44 FPS O N =0.035 <br />UPSTREAM SLOPE(S) <br />S = 0.0509 (5.09 <br />5402 <br />gN <br />5398 <br />0 +00 0+10 <br />SECTION 104 VS= 2.62 5399 FPS O N=0.035 <br />OFFSITE BASIN 10 <br />UPSTREAM SLOPE(S) <br />S = 0.0156 (1.56%) <br />z5m <br />5402 <br />r, <br />o 'n°. 0 +10 <br />0+20 <br />5394 <br />O <br />O <br />I <br />N <br />g <br />to <br />O <br />N <br />0� <br />O <br />N%l 92.11 <br />r <br />O <br />^ <br />N O N <br />Ln <br />a <br />r <br />/ <br />^cli �o <br />OD <br />N / <br />5; ELEV: 5400.55 <br />+ <br />+ 0) + <br />0 <br />wi <br />a <br />to <br />O <br />:2 <br />m <br />�> ~�J <br />Y) <br />W <br />N <br />/ <br />�WS 5403.17 <br />N7 <br />V) L61 <br />CO ` <br />99.4 <br />WS 5400.27 <br />/ST A: O+a <br />STA: 0+09.69 <br />ELEV. 540F.66 <br />0 <br />g <br />+ <br />,n <br />a <br />t- <br />t�, <br />w <br />5402 <br />gN <br />5398 <br />0 +00 0+10 <br />SECTION 104 VS= 2.62 5399 FPS O N=0.035 <br />OFFSITE BASIN 10 <br />UPSTREAM SLOPE(S) <br />S = 0.0156 (1.56%) <br />z5m <br />5402 <br />r, <br />o 'n°. 0 +10 <br />0+20 <br />5394 <br />O <br />O <br />I <br />N <br />to <br />N <br />0� <br />O <br />N%l 92.11 <br />/ +0 <br />O <br />^ <br />N O N <br />Ln <br />a <br />r <br />/ <br />�ko <br />V) <br />5; ELEV: 5400.55 <br />+ <br />in <br />0 <br />wi <br />a <br />to <br />cS <br />0 +00 <br />SECTION 10-2 <br />OFFSITE BASIN 10 <br />0 +00 0 +10 <br />5398 <br />A <br />�1 <br />X5392 c <br />5396 a <br />v <br />5390 <br />W.S. = 5392.11 O N =0.050 <br />V = 4.03 FPS O N =0.035 <br />UPSTREAM SLOPES <br />S = 0.0531 (5.31 %) <br />N 5404 <br />g <br />W <br />0 +10 0 +20 5398 <br />N <br />N <br />0� <br />O <br />N <br />95.76 <br />+ <br />O <br />^ <br />N O N <br />STA: 0+07.96 <br />a <br />r <br />/ <br />V) <br />5; ELEV: 5400.55 <br />+ <br />g o <br />0 <br />wi <br />+IM <br />O <br />:2 <br />m <br />0 <br />N <br />/ <br />�WS 5403.17 <br />w <br />V) L61 <br />CO ` <br />WS 5400.27 <br />N 5404 <br />g <br />W <br />0 +10 0 +20 5398 <br />53920+00 <br />5406 <br />5402 <br />SEE GRADING SCHEMATIC (SHEET 4) <br />AND MAGENTA UNE (SHEET 1) <br />5404 <br />5400 <br />0+00 5 STA: 0 +16.17 <br />STA: 0+11.17 �i1 ELEV: 5399.74 <br />ELEV. 5399.74 W.S. 5400.27 O N =0.050 <br />SECTION I" V = 2°79 FPS O N =0.035 <br />OFFSITE BASIN 10 UPSTREAM SLOPE(S) 5402 <br />S = 0.0178 (1.78 %) <br />OFFSITE BASIN 10 <br />Q100 = 7.81 CFS <br />REVISION ® RLC DATE 4/30/2013 DRAWN BY RLC DATE 7/20/2012 • M G � <br />REVISION ® RLC PATE 8/14/2013 DESIGNED BY PMO DATE 7/20/2012 O ,Connor Ike s n group, Inc `� J � Co. 81 <br />REVISION ®- DATE CHECKED BY PMO DATE 7/20/2012 P�1011a: )) 41- 7125 <br />Fax: (970)241 -7852 <br />y 5396 <br />J <br />o �, F 5392 <br />3 <br />W W.S. = 5395.76 O N =0.050 <br />V = 2.32 FPS O N =0.035 <br />SECTION 10-3 UPSTREAM SLOPE(S) <br />OFFSITE BASIN 10 S = 0.0218 (2.18 %) <br />0 +00 0 +10 <br />95.76 <br />+ <br />\� <br />go <br />+ <br />O <br />a <br />r <br />/ <br />ELEV. 5404.11 <br />a <br />N <br />N <br />,o <br />V) <br />•• <br />m <br />wi <br />+IM <br />O <br />:2 <br />m <br />0 <br />53920+00 <br />5406 <br />5402 <br />SEE GRADING SCHEMATIC (SHEET 4) <br />AND MAGENTA UNE (SHEET 1) <br />5404 <br />5400 <br />0+00 5 STA: 0 +16.17 <br />STA: 0+11.17 �i1 ELEV: 5399.74 <br />ELEV. 5399.74 W.S. 5400.27 O N =0.050 <br />SECTION I" V = 2°79 FPS O N =0.035 <br />OFFSITE BASIN 10 UPSTREAM SLOPE(S) 5402 <br />S = 0.0178 (1.78 %) <br />OFFSITE BASIN 10 <br />Q100 = 7.81 CFS <br />REVISION ® RLC DATE 4/30/2013 DRAWN BY RLC DATE 7/20/2012 • M G � <br />REVISION ® RLC PATE 8/14/2013 DESIGNED BY PMO DATE 7/20/2012 O ,Connor Ike s n group, Inc `� J � Co. 81 <br />REVISION ®- DATE CHECKED BY PMO DATE 7/20/2012 P�1011a: )) 41- 7125 <br />Fax: (970)241 -7852 <br />y 5396 <br />J <br />o �, F 5392 <br />3 <br />W W.S. = 5395.76 O N =0.050 <br />V = 2.32 FPS O N =0.035 <br />SECTION 10-3 UPSTREAM SLOPE(S) <br />OFFSITE BASIN 10 S = 0.0218 (2.18 %) <br />0 +00 0 +10 <br />5406 <br />5404 <br />SEE GRADING SCHEMATIC (SHEET 4) <br />AND MAGENTA UNE (SHEET 1) <br />5402 <br />0 +00 <br />SECTION I" V 3.00 PS ® N =0..0 5° <br />OFFSITE BASIN 10 <br />UPSTREAM SLOPE(S) <br />S = 0.0204 (2.04 <br />SCALE: HOPRONTAL =1' -10' <br />VERMAL -1%r <br />OFFSITE BASIN 10 X- SECTIONS <br />SITE DRAINAGE MANAGEMENT PLAN <br />COTTER CORPORATION MINE SM -18 I SHEET 3 OF 11 <br />N <br />go <br />+ <br />O <br />STA: 0 +00.32 <br />/ <br />ELEV. 5404.11 <br />•• <br />Vl <br />O <br />N <br />N <br />/ <br />�WS 5403.17 <br />w <br />/ <br />CO ` <br />.69 5' _ <br />/ST A: O+a <br />STA: 0+09.69 <br />ELEV. 540F.66 <br />ELEV: 5402.66 <br />5406 <br />5404 <br />SEE GRADING SCHEMATIC (SHEET 4) <br />AND MAGENTA UNE (SHEET 1) <br />5402 <br />0 +00 <br />SECTION I" V 3.00 PS ® N =0..0 5° <br />OFFSITE BASIN 10 <br />UPSTREAM SLOPE(S) <br />S = 0.0204 (2.04 <br />SCALE: HOPRONTAL =1' -10' <br />VERMAL -1%r <br />OFFSITE BASIN 10 X- SECTIONS <br />SITE DRAINAGE MANAGEMENT PLAN <br />COTTER CORPORATION MINE SM -18 I SHEET 3 OF 11 <br />
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