2022-09-28_REVISION - M1998105

• Permit No: M1998105
• IBM Index Class Name: Revision
• Doc Date: 9/28/2022
• Doc Name: Adequacy Review - Preliminary
• From: Lewicki & Associates
• To: DRMS
• Type & Sequence: AM1
• Email Name: RDZ
• Email Name: MAC
• Media Type: D
• Archive: No

80 152.97 4953.25 207.92 4936.80 278.07 5271.09 341.57 1.939
81 154.07 4953.26 204.54 4937.93 278.92 5273.50 343.71 1.939
82 154.07 4953.26 204.54 4937.93 279.23 5274.53 344.79 1.940
83 156.28 4953.27 201.15 4939.06 281.28 5269.99 340.50 1.940
84 152.97 4953.25 207.92 4936.80 278.38 5272.12 342.64 1.940
85 156.28 4953.27 201.15 4939.06 281.61 5271.02 341.57 1.940
86 155.17 4953.26 201.15 4939.06 278.44 5270.67 340.50 1.940
87 154.07 4953.26 204.54 4937.93 279.54 5275.55 345.86 1.940
88 156.28 4953.27 201.15 4939.06 281.93 5272.04 342.64 1.940
89 152.97 4953.25 207.92 4936.80 278.69 5273.15 343.71 1.941
90 156.28 4953.27 201.15 4939.06 282.25 5273.06 343.71 1.941
91 156.28 4953.27 201.15 4939.06 282.58 5274.09 344.79 1.941
92 155.17 4953.26 201.15 4939.06 278.76 5271.69 341.57 1.941
93 152.97 4953.25 207.92 4936.80 278.99 5274.18 344.79 1.941
94 154.07 4953.26 204.54 4937.93 279.85 5276.58 346.93 1.941
95 155.17 4953.26 201.15 4939.06 279.07 5272.72 342.64 1.941
96 156.28 4953.27 201.15 4939.06 282.90 5275.11 345.86 1.941
97 158.48 4953.28 207.92 4936.80 290.54 5267.12 340.50 1.941
98 154.07 4953.26 204.54 4937.93 280.17 5277.61 348.00 1.941
99 152.97 4953.25 207.92 4936.80 279.30 5275.21 345.86 1.941
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 155.17 YL: 4953.26 XR: 207.92 YR: 4936.80
Centre: XC: 282.66 YC: 5268.99 Radius: R: 340.50
Generated failure surface: (20 points)
155.17 4953.26 157.88 4952.19 160.59 4951.13 163.31 4950.10 166.04 4949.09
168.78 4948.10 171.53 4947.14 174.29 4946.20 177.05 4945.29 179.82 4944.40
182.60 4943.53 185.39 4942.69 188.18 4941.87 190.98 4941.07 193.79 4940.30
196.61 4939.55 199.43 4938.83 202.25 4938.13 205.08 4937.45 207.92 4936.80
Slice Geometry and Properties - Critical Failure Surface (circle 1, 41 slices)
--------------------------------------------------------
Slice X-S ------------------- Base ------ PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 155.17 0.37 21.7 1.35 1.46 2 0.00 34.0 36.54 0.00 740.58 0.94
2 156.52 1.11 21.8 1.35 1.46 2 0.00 34.0 109.62 0.00 323.01 0.94
3 157.88 0.72 21.3 0.59 0.64 2 0.00 34.0 70.96 0.00 105.16 0.94
4 158.47 1.44 21.2 1.06 1.14 2 0.00 34.0 142.23 0.00 117.93 0.94
5 159.53 1.50 21.3 1.06 1.14 2 0.00 34.0 148.48 0.00 123.09 0.94
6 160.59 2.01 20.8 1.36 1.46 2 0.00 34.0 198.78 0.00 128.76 0.94
7 161.95 2.09 20.8 1.36 1.46 2 0.00 34.0 207.14 0.00 134.18 0.94
8 163.31 2.18 20.3 1.37 1.46 2 0.00 34.0 215.39 0.00 139.50 0.94
9 164.68 2.24 20.3 1.37 1.46 2 0.00 34.0 222.13 0.00 143.87 0.94
10 166.04 2.31 19.8 1.37 1.46 2 0.00 34.0 228.53 0.00 147.99 0.94
11 167.41 2.36 19.8 1.37 1.46 2 0.00 34.0 233.49 0.00 151.21 0.94
12 168.78 2.41 19.3 1.37 1.46 2 0.00 34.0 238.17 0.00 154.25 0.94
13 170.16 2.44 19.3 1.37 1.46 2 0.00 34.0 241.36 0.00 156.31 0.94
14 171.53 0.74 18.8 0.41 0.44 2 0.00 34.0 73.31 0.00 157.94 0.94
15 171.95 2.10 18.8 1.17 1.24 2 0.00 34.0 207.86 15.38 159.75 0.94
16 173.12 2.11 18.8 1.17 1.24 2 0.00 34.0 208.82 46.17 163.16 0.94