2019-10-07_REVISION - M1977098 ‎(5)‎

• Permit No: M1977098
• IBM Index Class Name: REVISION
• Doc Date: 10/7/2019
• Doc Name: Adequacy Review Response
• From: Greg Lewicki & Assoc.
• To: DRMS
• Type & Sequence: TR4
• Email Name: ACY
• Media Type: D
• Archive: No

E:\Work\Dropbox(GLA)\United Companies\Sievers Pit\DRMS\Draft 190930\Sievers Pit GALENA Data.pdf Monday,September 30,2019 4:37 PM
3.000
79 56.50 5556.83 74 .00 5551. 00 283. 17 6207. 66 689. 17
3.000
80 60.25 5555.58 79.50 5549. 17 294 .05 6224 . 88 708. 96
3. 000
81 56.50 5556.83 74 .00 5551.00 281.52 6202.72 683. 96
3.000
82 56.50 5556.83 74.00 5551. 00 287.78 6221.49 703.75
3. 000
83 64 .00 5554 .33 79.50 5549. 17 292.32 6213.41 697.50
3. 000
84 60.25 5555.58 79.50 5549. 17 293. 07 6221. 91 705.83
3.000
85 56.50 5556. 83 74. 00 5551. 00 288. 11 6222.48 704 .79
3. 000
86 64 . 00 5554.33 79.50 5549. 17 289. 68 6205.50 689.17
3. 000
87 56.50 5556.83 74 .00 5551. 00 289. 10 6225. 45 707. 92
3. 000
88 56.50 5556.83 74.00 5551. 00 284 . 16 6210. 62 692.29
3.000
89 56.50 5556. 83 74 .00 5551. 00 287. 12 6219.52 701. 67
3.000
90 49. 00 5559. 33 68.50 5552. 83 277 . 65 6212.78 692.29
3.000
91 56. 50 5556.83 74.00 5551. 00 285. 81 6215.56 697 .50
3. 000
92 64 .00 5554 .33 79.50 5549. 17 294 . 62 6220.32 704 .79
3. 000
93 64 . 00 5554 .33 79.50 5549. 17 289.35 6204 .51 688 .12
3.000
94 64.00 5554 .33 79.50 5549.17 288.36 6201.55 685.00
3.000
95 60.25 5555.58 74 .00 5551. 00 283.41 6202. 11 683. 96
3. 000
96 64 . 00 5554.33 79.50 5549. 17 288. 69 6202.54 686.04
3. 000
97 60.25 5555.58 74 .00 5551. 00 288. 68 6217 . 92 700. 62
3. 000
98 60.25 5555.58 74 . 00 5551.00 283.74 6203.10 685.00
3.000
99 49.00 5559.33 68.50 5552. 83 277. 32 6211.79 691.25
3.000
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 56.50 YL: 5556.83 XR: 68 .50 YR: 5552. 83
Centre: XC: 280. 09 YC: 6207 . 62 Radius: R: 688 . 12
Generated failure surface: (20 points)
56.50 5556. 83 57. 13 5556. 62 57.76 5556. 40 58 .39
5556. 19 59. 02 5555. 97
59. 65 5555.76 60.28 5555.55 60. 91 5555. 33 61 .54
5555. 12 62. 18 5554 . 91
62.81 5554 .70 63. 44 5554 .49 64 .07 5554 .28 64 .70
5554 . 07 65.34 5553.86
65. 97 5553. 66 66. 60 5553. 45 67 .23 5553.24 67 .87
5553.04 68.50 5552. 83
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
--------------------------------------------------------
SliceX-S ------------------- Base ---------------------
PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight
Force Stress Factor
1 56.50 0.00 18 . 9 0.32 0.33 1 0.00 45. 0
0.05 0.00 0. 14 0. 95
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