2017-05-19_PERMIT FILE - M2017003

• Permit No: M2017003
• IBM Index Class Name: PERMIT FILE
• Doc Date: 5/19/2017
• Doc Name: Adequacy Review Response #2
• From: Greg Lewicki and Associates
• To: DRMS
• Email Name: MAC
• Media Type: D
• Archive: No

Slice Geometry and Properties (41 slices)
-----------------------------
Slice X-S ------------------- Base --------------------- PoreWater
Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force
Stress Factor
1 192.11 6.82 -1.2 4.37 4.37 2 0.00 45.0 750.27 0.00 172.54 1.01
2 196.48 20.46 -1.2 4.37 4.37 2 0.00 45.0 2250.79 0.00 517.60 1.01
3 200.85 33.81 0.6 4.37 4.37 2 0.00 45.0 3718.67 0.00 848.80 1.00
4 205.22 46.84 0.6 4.37 4.37 2 0.00 45.0 5152.88 0.00 1176.16 1.00
5 209.59 59.52 2.4 4.37 4.37 2 0.00 45.0 6547.63 0.00 1484.95 0.99
6 213.95 71.93 2.4 4.37 4.37 2 0.00 45.0 7912.71 0.00 1794.53 0.99
7 218.32 63.20 4.2 3.34 3.35 2 0.00 45.0 6952.36 0.00 2047.05 0.99
8 221.66 70.10 4.2 3.34 3.35 2 0.00 45.0 7711.44 0.00 2270.57 0.99
9 225.00 44.76 4.2 2.04 2.04 2 0.00 45.0 4923.29 0.00 2374.16 0.99
10 227.04 94.08 6.1 4.35 4.37 2 0.00 45.0 10348.49 0.00 2324.24 0.98
11 231.39 92.07 6.1 4.35 4.37 2 0.00 45.0 10128.04 0.00 2274.72 0.98
12 235.73 89.42 7.9 4.33 4.37 2 0.00 45.0 9836.23 0.00 2201.87 0.98
13 240.06 86.83 7.9 4.33 4.37 2 0.00 45.0 9550.94 0.00 2138.00 0.98
14 244.39 83.52 9.7 4.31 4.37 2 0.00 45.0 9187.63 0.00 2051.95 0.98
15 248.70 80.35 9.7 4.31 4.37 2 0.00 45.0 8838.65 0.00 1974.01 0.98
16 253.01 76.43 11.5 4.28 4.37 2 0.00 45.0 8407.08 0.00 1875.20 0.97
17 257.29 72.69 11.5 4.28 4.37 2 0.00 45.0 7995.75 0.00 1783.47 0.97
18 261.57 68.18 13.3 4.25 4.37 2 0.00 45.0 7499.78 0.00 1672.38 0.97
19 265.83 63.89 13.3 4.25 4.37 2 0.00 45.0 7027.95 0.00 1567.15 0.97
20 270.08 58.84 15.2 4.22 4.37 2 0.00 45.0 6472.03 0.00 1444.26 0.98
21 274.30 54.01 15.2 4.22 4.37 2 0.00 45.0 5941.45 0.00 1325.86 0.98
22 278.52 48.46 17.0 4.18 4.37 2 0.00 45.0 5330.85 0.00 1191.68 0.98
23 282.70 43.12 17.0 4.18 4.37 2 0.00 45.0 4743.71 0.00 1060.43 0.98
24 286.88 19.76 18.8 2.12 2.24 2 0.00 45.0 2173.94 0.00 950.52 0.98
25 289.00 28.57 18.8 3.08 3.25 2 0.00 45.0 3143.01 0.00 947.41 0.98
26 292.08 30.61 18.8 3.08 3.25 2 0.00 45.0 3366.92 0.00 1014.91 0.98
27 295.15 43.55 20.6 4.09 4.37 2 0.00 45.0 4789.96 0.00 1077.80 0.98
28 299.24 46.54 20.6 4.09 4.37 2 0.00 45.0 5119.65 0.00 1151.99 0.98
29 303.34 48.60 22.4 4.04 4.37 2 0.00 45.0 5346.43 0.00 1208.83 0.99
30 307.38 50.93 22.4 4.04 4.37 2 0.00 45.0 5602.02 0.00 1266.61 0.99
31 311.41 52.21 24.3 3.98 4.37 2 0.00 45.0 5743.07 0.00 1306.13 0.99
32 315.40 53.87 24.3 3.98 4.37 2 0.00 45.0 5925.81 0.00 1347.70 0.99
33 319.38 38.81 26.1 2.81 3.13 2 0.00 45.0 4268.81 0.00 1366.66 1.00
34 322.19 39.33 26.1 2.81 3.13 2 0.00 45.0 4325.90 0.00 1384.94 1.00
35 325.00 30.29 26.1 2.24 2.49 2 0.00 45.0 3331.71 0.00 1339.95 1.00
36 327.24 46.27 27.9 3.86 4.37 2 0.00 45.0 5089.98 0.00 1174.95 1.01
37 331.10 38.37 27.9 3.86 4.37 2 0.00 45.0 4220.61 0.00 974.27 1.01
38 334.96 29.71 29.7 3.80 4.37 2 0.00 45.0 3267.70 0.00 761.16 1.02
39 338.76 21.48 29.7 3.80 4.37 2 0.00 45.0 2362.58 0.00 550.33 1.02
40 342.55 12.78 31.6 3.72 4.37 2 0.00 45.0 1405.75 0.00 330.80 1.03
41 346.28 4.26 31.6 3.72 4.37 2 0.00 45.0 468.59 0.00 110.27 1.03
-------- ------- ----------
X-S Area: 2065.28 Path Length: 166.10 X-S Weight: 227181.06
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