2016-03-07_HYDROLOGY - M1980244

• Permit No: M1980244
• IBM Index Class Name: Hydrology
• Doc Date: 3/7/2016
• Doc Name: Response to DRMS Drainage Question
• From: Neumont
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

9550 ELEVATION CONSTRUCTION ROAD CENTERLINE 9650 ELEVATION CONSTRUCTION ROAD CENTERLINE 9750 ELEVATION CONSTRUCTION ROAD CENTERLINE 9850 ELEVATION CONSTRUCTION ROAD CENTERLINE
(BENCH DM) (BENCH FM) (BENCH HM) (BENCH JM)
STATION NORTHING FASTING DELTA RADIUS LENGTH STATION NORTHING FASTING DELTA RADIUS LENGTH STATION NORTHING FASTING DELTA RADIUS LENGTH STATION NORTHING FASTING DELTA RADIUS LENGTH
(D-M-S) (FT) (FT) (D-M-S) (FT) (FT) (D-M-S) (FT) (FT) (D-M-S) (FT) (FT)
PI DMO+00 55885.22 36019.87 PI FMO+00 56315.75 36760.75 PI HMO+00 55166.71 37129.19 PI JMO+OO 55964.4 37150.56
PC DMO+20.19 55867.76 36009.74 PC FMO+19.97 56308.42 36742.18 PC HM1+73.65 56144.79 36956.92 PC JMO+31.41 55958.36 37119.74
07-23-31 905 116.76 10-40-21 600 111.76 47-50-18 540 450.56 02-42-14 50 2.36
PT DM1+36.94 55763.27 35957.82 PT FM1+31.73 55257.98 36642.63 PT HM6+24.52 55918.15 36582.25 PT JMO+33.77 55957.85 37117.43
PI DM3+29.87 55585.31 35883.29 PC FM1+75.23 56234.79 36605.82 PC HM7+21.40 55838.7 36526.81 PC JM1+25.82 55935.9 37028.03
22-52-30 675 269.49 07-37-16 1150 152.97 11-37-02 50 10.14
PT FM4+44.72 56050.02 36412.1 PT HMB+74.37 55719.45 36431.19 PRC JM1+35.96 55934.5 37018.01
PC FM5+56.85 55949.88 36342.2 PC HM8+95.37 55703.97 36417 52-52-37 335 309.16
9950 ELEVATION CONSTRUCTION ROAD CENTERLINE 07-37-25 720 95.8 15-30-03 225 60.87 PT JM4+45,13 55791.64 36756,13
(BENCH LMl PT FM6+52.65 55875.2 36282.31 PT HM9+56.24 55654.13 35382.35 PC JM5+49.55 55706.05 36696.31
PC FM6+90.77 55854.48 36263.3 PC HM9+94.34 55620.19 36365,06 07-34-29 1210 159.97
(D-M-S) (FT) (FT)
STATION NORTHING FASTING DELTA RADIUS LENGTH 02-16-23 50 1.98 04-18-13 320 24.04 PT JM7+09.52 55581+36 36596.28
PI/PC LMO+00 55,794.57 37.317.93 PT FM6+92.76 55852.99 3626t.99 PT HM10+18.37 55598.39 36354.95 PC JM7+13.85 55578.17 36593.36
PC FM7+48.48 55810.46 36225.96 PC HM12+23.34 55409.34 36275.76 19-47-51 215 74.29
89-32-02 22.5 35.16 10-08-59 50 8.86 07-28-25 230 30 PT JM7+88.14 55515.91 36553.5
PT LMO+35.67 55,768.49 37,299.93
PT FM7+57.34 55803.24 36220.87 PT HM12+53.34 55380.99 36266.01 PC JM9+88.78 55330.85 36475.99
PC LM1+17.22 55,753.36 37,219.27
PC FM8+06.65 55760.41 36196.03 PC HM74+75.81 55166.36 36207.48 07-28-51 95 12.4
05-09-51 50 4.51 07-23-18 700 90.27 03-31-33 50 3.08 PT JM10+01.18 55319.13 36471.96
PT LM1+21.73 55,752.73 37,214.81
PT FM8+97.11 55679.63 36155.89 PT HM14+78.89 55163.42 35206.58 PC JM12+25.21 55102.99 36413.05
PC LM2+63.84 55,739.22 37,073.34 PC FM11+04.21 55488.62 36075+87 PC HM16+85.53 54967.77 36140.05 03-32-30 50 3.09
14-31-57 220 55.80 07-28-14 380 49.55 47-37-38 425 353.28 PT JM12+28.30 55100.03 36412.14
PT/PI LM3+19.64 55,726.96 37,019.05 PT FM11453.76 55441.8 36059+76 PT HM20+38.82 54625.9 36170.17 PC JM14+42.09 54897.63 35343.29
PC FM13+74.03 55229.3 36001.79 PI HM20+65.73 54602.32 36183A5 47-35-58 207.5 172.38
03-31-18 50 3.07 PT JM16+14.48 54730.8 36357.92
PT FM13+77.10 55226.36 36000.89 PC JM17+24.51 54634.39 36410.95
PC FM15+76.73 55037.36 35936.62 1 49-25-05 39.5 34.07
9906 ELEVATION CONSTRUCTION ROAD CENTERLINE 12-27-38 650 147.36 FT/PI JM17+58.58 54601.45 36413.31
(BENCH VM) PT FM17+18.09 54899.65 35905.97
DELTA RADIUS LENGTH PI FM17+21.55 54896.21 35905.59
STATION NORTHING FASTING (D-M-S) (FT) (FT)
P1 VMo+Oo 54297.39 36807.8 9850 ELEVATION CONSTRUCTION ROAD CENTERLINE
PC VMO+12.17 54309.02 36804+2
25-24-20 365 ,s,.es (BENCH TM)
PT VM1+74.02 54469.05 36791.61 UM BENCH CONSTRUCTION ROAD CENTERLINE DELTA RADIUS LENGTH
STATION NORTHING FASTING (D-M-S) (FT) (FT)
PC VM2+30.32 54524.78 36799.65 DELTA RADIUS LENGTH
15-24-02 431_93 116.1 STATION NORTHING FASTING (D-M-S) (FT) (FT) PI TMO+00 54587.03 36417.45
PT/PI VM3+46.42 54640.52 36800.67 j PI UMO+00 54296.76 36786.06 PC TM0+00 54587.03 36417.45
PC UMO+69.10 54360.54 36759+46 71-15-27 7.5 9.33
30-47-03 330 177.3 PT TMO+09.33 54581.7 36424.38
PRC UM2+46.40 54534.32 36737+37 PC TM1+48.24 54576.92 36563.21
74-58-21 90 117.77 28-42-34 107.5 53.87
PT UM3+64.17 54629.81 36683.7 PT TM2+02.11 54561.93 36614.36
PC UM4+01.23 54644.4 36649.63 PC TM2+17.80 54553.93 36627.86
04-32-24 675 53.49 73-48-11 37.5 48.3
PRC UM4+54.72 54667.38 36601.35 PRC TM2+66.10 54512.29 36645.03
05-15-09 100 9.17 27-15-27 342.5 162.94
PT UM4+63.88 54671.26 36593,05 PT TM4+29.04 54350.91 36642.62
PC UM5+61.37 54708.51 36502.96 PI TM4+60.93 54319.8 36649.67
90-06-36 145 228.04
PT UM7+89.42 54898.17 36424.47
PC UM9+19.90 55018.66 36474.56 p�.
06-15-50 245 26.78 t_['p... 1�G'.s
PT UM9+46.68 55043.9 36483.47y'.•
PC UM12+06.41 55293.18 36556.41 Q��••,
07-29-39 50 6.54 ��•a
PT UM12+12.95 55299.31 36558.65
PC UM14+05.28 55475.28 36536.28
19-38-50 155 53.15
PT UM14+58.43 55519.32 36665.57 Q`
PC UM15+11.30 55557.7 36701.92
04-48-46 100 8.4 SS'QIVAL'
PT UM15+19.70 55564.03 36707.44
PC UM15+47.56 55585.8 36724.84
24-02-20 125 52.44 CLIENT
PT UM16+DO ss6,a.a 36765.1 CRIPPLE CREEK & VICTOR
Pc uM,s+s4.ss sssszfis 36840.31 GOLD MINING COMPANY
PROJECT
01-44-09 2675 81.04 MILL SITE EARTHWORKS
i
PRC UM17+65.69 55695.94 36911.73
38-09-28 190 126.54 TITLE
OVERBURDEN STORAGE AREA
PT UM18+92.23 55717.46 37034.06 CONSTRUCTION ROAD
PC UM22+98.41 55653.22 37435.13
23-59-40 50 20.94 0 3/02/12 ISSUED FOR CONSTRucTON °NM HORIZONTAL ALIGNMENT DATA
cMT
PT UM23+19.35 55654.27 37455.89 DISCLAIMER
DESIGNED BY CM7 CHECKED BY JNM
PI UM24+78.23 55695.11 37609.44 AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING No REV
ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S
S SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBIUTY TO AMEC. 74201125KD06 A440 0