2021-12-07_REVISION - M2012032 ‎(14)‎

• Permit No: M2012032
• IBM Index Class Name: Revision
• Doc Date: 12/7/2021
• Doc Name Note: Geotechnical Stability Exhibit
• Doc Name: Proposed Revision Materials
• From: Ouray Silver Mines, Inc
• To: DRMS
• Type & Sequence: AM2
• Email Name: LJW
• Email Name: THM
• Media Type: D
• Archive: No

75 334.73 31.76 343.22 28.93 366.32 112.37 86.58 3.004
76 342.63 29.12 351.11 26.30 374.21 109.74 86.58 3.004
77 339.94 30.02 348.43 27.19 370.53 107.63 83.42 3.004
78 336.78 31.07 345.27 28,24 367.37 108.68 83.42 3.004
79 343.10 28.97 351.59 26.14 373.68 106.58 83.42 3.004
80 339.92 30.03 349.40 26.87 373.16 113.95 90.26 3.004
81 341.52 29.49 350.01 26.66 372.11 107.11 83.42 3.004
82 335.20 31.60 343.69 28.77 365.79 109.21 83.42 3.004
83 335.18 31.61 344.66 28,45 368.42 115.53 90.26 3.004
84 338.36 30.55 346.85 27.72 368.95 108.16 83.42 3.004
85 338.34 30.55 347.82 27.39 371.58 114.47 90.26 3.004
86 333.60 32.13 343.08 28,97 366.84 116.05 90.26 3.004
87 341.50 29.50 350.97 26.34 374.74 113.42 90.26 3.004
88 332.03 32.66 341.50 29.50 365.26 116.58 90.26 3.004
89 336.76 31.08 346.24 27.92 370.00 115.00 90.26 3.004
90 332.51 32.50 341.96 29.35 364.74 113.42 87.11 3.004
91 338.83 30.39 348.28 27.24 371.05 111.32 87.11 3.004
92 334.09 31.97 343.54 28.82 366.32 112.89 87.11 3.004
93 341.98 29.34 351.44 26.19 374.21 110.26 87.11 3.004
94 340.40 29.87 349.86 26.71 372.63 110.79 87.11 3.004
95 335.67 31.44 345.12 28.29 367.89 112.37 87.11 3.004
96 337.25 30.92 346.70 27.77 369.47 111.84 81.11 3.004
97 340.89 29.70 350.32 26.56 372.11 107.63 83.95 3.005
98 336.16 31.28 345.58 28.14 367.37 109.21 83.95 3.005
99 339.32 30.23 348.74 27.09 370.53 108.16 83.95 3.005
Critical Failure Circle
-----------------------
Intersects: XL: 338.02 YL: 30.66 XR: 342.14 YR: 29.29
Centre: XC: 368.95 YC: 116.58 Radius: R: 91.32
Generated failure surface: (20 points)
338.02 30.66 338.23 30.58 338.45 30.51 338.67 30.43 338.88 30.35
339.10 30.28 339.31 30.21 339.53 30.13 339.75 30.06 339.96 29.99
340.18 29.91 340.40 29.84 340.61 29.77 340.83 29.70 341.05 29.63
341.27 29.56 341.48 29.49 341.70 29.42 341.92 29.35 342.14 29.29
Slice Geometry and Properties (38 slices)
-----------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 338.02 0.00 19.7 0.11 0.11 1 0.00 45.0 0.01 0.00 0.10 0.95
2 338.13 0.00 19.7 0.11 0.11 1 0.00 45.0 0.05 0.00 0.40 0.95
3 338.23 0.00 19.6 0.11 0.11 1 0.00 45.0 0.08 0.00 0.65 0.95
4 338.34 0.00 19.6 0.11 0.11 1 0.00 45.0 0.11 0.00 0.89 0.95
5 338.45 0.00 19.4 0.11 0.11 1 0.00 45.0 0.13 0.00 1.11 0.95
6 338.56 0.00 19.4 0.11 0.11 1 0.00 45.0 0.16 0.00 1.32 0.95
7 338.67 0.00 19.3 0.11 0.11 1 0.00 45.0 0.18 0.00 1.52 0.95
8 338.77 0.00 19.3 0.11 0.11 1 0.00 45.0 0.20 0.00 1.69 0.95
9 338.88 0.00 19.2 0.11 0.11 1 0.00 45.0 0.22 0.00 1.86 0.95
10 338.99 0.00 19.2 0.11 0.11 1 0.00 45.0 0.24 0.00 2.00 0.95
11 339.10 0.00 19.0 0.11 0.11 1 0.00 45.0 0.26 0.00 2.14 0.95
12 339.20 0.00 19.0 0.11 0.11 1 0.00 45.0 0.27 0.00 2.26 0.95
13 339.31 0.00 18.9 0.11 0.11 1 0.00 45.0 0.29 0.00 2.37 0.95
14 339.42 0.00 18.9 0.11 0.11 1 0.00 45.0 0.30 0.00 2.46 0.95
15 339.53 0.00 18.7 0.11 0.11 1 0.00 45.0 0.31 0.00 2.53 0.95
16 339.64 0.00 18.7 0.11 0.11 1 0.00 45.0 0.31 0.00 2.59 0.95
17 339.75 0.00 18.6 0.11 0.11 1 0.00 45.0 0.32 0.00 2.64 0.95
18 339.85 0.00 18.6 0.11 0.11 1 0.00 45.0 0.32 0.00 2.67 0.95
19 339.96 0.00 18.4 0.11 0.11 1 0.00 45.0 0.32 0.00 2.64 0.95
20 340.07 0.00 18.4 0.11 0.11 1 0.00 45.0 0.32 0.00 2.66 0.95
21 340.18 0.00 18.3 0.11 0.11 1 0.00 45.0 0.32 0.00 2.66 0.95
22 340.29 0.00 18.3 0.11 0.11 1 0.00 45.0 0.32 0.00 2.64 0.95
23 340.40 0.00 18.1 0.11 0.11 1 0.00 45.0 0.31 0.00 2.60 0.95
24 340.50 0.00 18.1 0.11 0.11 1 0.00 45.0 0.31 0.00 2.54 0.95
25 340.61 0.00 18.0 0.11 0.11 1 0.00 45.0 0.29 0.00 2.43 0.95
26 340.72 0.00 18.0 0.11 0.11 1 0.00 45.0 0.28 0.00 2.36 0.95
27 340.83 0.00 17.9 0.11 0.11 1 0.00 45.0 0.27 0.00 2.28 0.95
28 340.94 0.00 17.9 0.11 0.11 1 0.00 45.0 0.26 0.00 2.16 0.95
29 341.05 0.00 17.7 0.11 0.11 1 0.00 45.0 0.24 0.00 1.99 0.95
30 341.16 0.00 17.7 0.11 0.11 1 0.00 45.0 0.22 0.00 1.87 0.95
31 341.27 0.00 17.6 0.11 0.11 1 0.00 45.0 0.21 0.00 1.71 0.95
32 341.38 0.00 17.6 0.11 0.11 1 0.00 45.0 0.18 0.00 1.48 0.95
33 341.48 0.00 17.4 0.11 0.11 1 0.00 45.0 0.16 0.00 1.32 0.95
34 341.59 0.00 17.4 0.11 0.11 1 0.00 45.0 0.14 0.00 1.13 0.95
35 341.70 0.00 17.3 0.11 0.11 1 0.00 45.0 0.10 0.00 0.86 0.95
36 341.81 0.00 17.3 0.11 0.11 1 0.00 45.0 0.08 0.00 0.66 0.95
37 341.92 0.00 17.1 0.11 0.11 1 0.00 45.0 0.05 0.00 0.41 0.95
38 342.03 0.00 17.1 0.11 0.11 1 0.00 45.0 0.01 0.00 0.11 0.95
-------- ------- ----------
X-S Area: 0.07 Path Length: 4.34 X-S Weight: 8.16