PERMFILE102461

• Permit No: M2004078
• IBM Index Class Name: Permit File
• Doc Date: 3/12/2005
• Doc Name: Mining Setbacks from Permanent Valuable Structures
• From: DMG-acs
• To: DMG-esc
• Media Type: D
• Archive: No

Pailure Surface
Circular surface defined by: %L, %R,R
Circle centre: %C: -162.59 YC:
Intersections: XL: 90.00 YL:
Generated failure surface (20 points)
40.00 10.00 92.66
53.01 22.66 55.52
65.23 36.08 67.58
76.62 50.21 78.79
231.26 Circle radius: R
10.00 %R: 85.10 YR
12.97 45.30 14.97
25.28 58.00 27.94
30.85 69.89 91.65
53.12 80.93 56.05
300.00
62.00
97.90 17.50 50.47 20.06
60.44 30.62 62.85 33.33
72.17 44.48 74.91 97.33
83.03 59.01 85.10 62.00
RRSULTS: Malyeis 3 - 98-foot Setback from Hwy 85 in Vicinity of Monitoring Well MW-03
Bishop Simplified Method of Malysis - Circular Failure Surface
Factor of Safety: 0.67
Slice Geometry and Properties (38 el ices)
Slice x-Left Width Y-Top Y-Base
1 40. 00 1.33 62 .00 10 .62
2 41. 33 1.33 62. 00 11. 85
3 42. 66 1.32 62 .00 13 .09
4 43. 98 1.32 62 .00 14 .34
5 45. 30 1.30 62 .00 15 .60
6 46. 60 1.30 62 .00 16. 87
7 47. 90 1.29 62. 00 18. 19
8 99. 18 1.29 62 .00 19 .92
9 50. 97 1.27 62 .00 20 .71
10 51. 74 1.27 62 .00 22 .01
11 53. 01 1.25 62. 00 23. 31
12 54. 26 1.25 62 .00 24 .63
13 55. 52 1.24 62 .00 25 .95
14 56. 76 1.24 62 .00 27 .27
15 58. 00 1.22 62 .00 28 .61
16 59. 22 1.22 62. 00 29. 95
17 60 .44 1.21 62 .00 31 .30
18 61 .65 1.21 62 .00 32 .66
19 62. 85 1.19 62 .00 34 .02
20 64. 04 1.19 62 .00 35 .39
21 65. 23 1.17 62. 00 36. 77
22 fifi. 40 1.17 62 .00 38 .16
23 67. 58 1.16 62 .00 39 .55
24 68. 73 1.16 62 .00 40 .95
25 69. 89 1.14 62 .00 42 .36
26 71 .03 1.14 62 .00 43 .77
27 72 .17 1.12 62 .00 45 .19
28 73 .29 1.12 62 .00 46 .62
29 79. 91 1.10 62 .00 48 .05
30 75. 51 1.10 62. 00 99. 99
31 76 .62 1.09 62 .00 50 .94
32 77 .71 1.09 62 .00 52 .39
33 78. 79 1.07 62 .00 53 .85
34 79. 86 1.07 fi2. 00 55. 32
35 80. 93 0.67 62. 00 56. 53
36 81 .60 1.43 62 .00 58 .01
37 83. 03 1.03 62 .00 59 .76
38 84. 07 1.03 62. 00 61. 25
Base Base Base Total PoreWater Normal Test
Mgle Matl Cohesion Weight Force Stress Factor
42.8 2 0.00 8036. 07 0.00 3055. 82 0.69
92.8 2 0.00 7839. 38 0.00 2981. 45 0.69
43.5 2 0.00 7556. 32 B.BO 2871. 81 0.69
43.5 2 0.00 7360. 52 0.00 2797. 38 0.69
44.2 2 0.00 7080. 58 0.00 2689. 53 0.69
44.2 2 0.00 6884. 59 0.00 2615. 08 0.69
99.9 2 0.00 6608. 12 0.00 2509. 07 0.69
44.9 2 0.00 6412. 04 0.00 2434. 61 0.69
45.6 2 0.00 6139. 35 0.00 2330. 49 0.69
45.6 2 0.00 5943. 31 0.00 2256. 07 0.69
46.3 2 0.00 5674. 68 0.00 2153. 87 0.69
46.3 2 0.00 5478. 79 0.00 2079. 52 0.69
47.0 2 0.00 5214. 53 0.00 1979. 29 0.69
47.0 2 0.00 5018. 89 0.00 1905. 09 0.69
47.7 2 0.00 4759. 29 0.00 1806. 89 0.69
97.7 2 0.00 9569. 06 0.00 1732. 72 0.69
98.4 2 0.00 9309. 39 0.00 1636. 50 0.69
48.4 2 0.00 4114. 64 0.00 1562. 62 0.69
49.1 2 0.00 3865. 36 0.00 1968. 61 0.69
49.1 2 0.00 3671. 25 0.00 1394. 85 0.69
99.8 2 0.00 3927. 20 0.00 1303. 00 0.69
49.8 2 0.00 3233. 83 0.00 1229. 97 0.69
50.5 2 0.00 2995. 76 0.00 1139. 89 0.69
50.5 2 0.00 2803. 21 0.00 1066. 58 0.69
51.1 2 0.00 2571. 26 0.00 979. 23 0.69
51.1 2 0.00 2379. 68 0.00 906. 27 0.69
51.8 2 0.00 2154. 13 0.00 821. 25 0.69
51.8 2 0.00 1963. 60 0.00 748. 61 0.69
52.5 2 0.00 1744. 75 0.00 665. 99 0.69
52.5 2 0.00 1555. 40 0.00 593. 71 0.69
53.2 2 0.00 1343. 53 0.00 513. 54 0.69
53.2 2 0.00 1155. 47 0.00 991. 65 0.69
53.9 2 0.00 950. 89 0.00 363. 99 0.69
53.9 2 0.00 769. 18 0.00 292. 53 0.69
54.6 2 0.00 383. 48 0.00 230. 27 0.70
54.6 1 0.00 588. 59 0.00 173. 28 0.73
55.3 1 0.00 238. 27 0.00 95. 72 0.73
55.3 1 0.00 79. 92 0.00 31. 91 0.73