2019-03-18_PERMIT FILE - M2018016

• Permit No: M2018016
• IBM Index Class Name: PERMIT FILE
• Doc Date: 3/18/2019
• Doc Name: Adequacy Review Response
• From: Greg Lewicki & Assoc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: PSH
• Media Type: D
• Archive: No

93 -102.78 8547.82 236.00 8421.33 181.27 8791.66 374.35 3.046
94 -97.67 8545.70 236.00 8421.33 184.57 8793.16 375.37 3.046
95 -128.29 8558.45 236.00 8421.33 167.01 8790.51 375.57 3.046
96 -123.18 8556.33 236.00 8421.33 169.58 8789.95 374.55 3.046
97 -112.98 8552.08 236.00 8421.33 175.09 8789.86 373.53 3.046
98 -107.88 8549.95 236.00 8421.33 178.02 8790.34 373.53 3.046
99 -92.57 8543.57 236.00 8421.33 188.09 8795.28 377.00 3.046
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: -112.98 YL: 8552.08 XR: 236.00 YR: 8421.33
Centre: XC: 176.49 YC: 8793.61 Radius: R: 377.00
Generated failure surface: (20 points)
-112.98 8552.08 -99.41 8536.69 -85.03 8522.06 -69.87 8508.24 -53.99 8495.26
-37.42 8483.17 -20.22 8471.99 -2.43 8461.77 15.88 8452.53 34.67 8444.30
53.88 8437.10 73.45 8430.96 93.33 8425.89 113.45 8421.91 133.76 8419.04
154.20 8417.27 174.70 8416.61 195.21 8417.07 215.66 8418.65 236.00 8421.33
Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 -112.98 16.51 48.6 6.78 10.26 1 0.00 45.0 1815.77 0.00 194.94 1.10
2 -106.20 49.52 48.6 6.78 10.26 1 0.00 45.0 5447.30 0.00 584.82 1.10
3 -99.41 85.52 45.5 7.19 10.26 1 0.00 45.0 9406.79 0.00 980.09 1.07
4 -92.22 116.56 45.5 7.19 10.26 1 0.00 45.0 12822.03 0.00 1335.92 1.07
5 -85.03 153.43 42.4 7.58 10.26 1 0.00 45.0 16876.78 0.00 1712.93 1.04
6 -77.45 181.87 42.4 7.58 10.26 1 0.00 45.0 20005.31 0.00 2030.47 1.04
7 -69.87 275.01 39.2 9.87 12.75 1 0.00 45.0 30251.52 0.00 2414.60 1.02
8 -60.00 185.05 39.2 6.01 7.76 1 0.00 45.0 20355.10 0.00 2668.44 1.02
9 -53.99 270.77 36.1 8.28 10.26 1 0.00 45.0 29784.68 0.00 2899.00 1.00
10 -45.70 286.55 36.1 8.28 10.26 1 0.00 45.0 31520.91 0.00 3067.89 1.00
11 -37.42 311.24 33.0 8.60 10.26 1 0.00 45.0 34236.09 0.00 3279.52 0.98
12 -28.82 322.30 33.0 8.60 10.26 1 0.00 45.0 35452.90 0.00 3395.98 0.98
13 -20.22 341.90 29.9 8.89 10.26 1 0.00 45.0 37608.65 0.00 3556.67 0.97
14 -11.33 347.82 29.9 8.89 10.26 1 0.00 45.0 38260.11 0.00 3618.17 0.97
15 -2.43 96.00 26.8 2.43 2.73 1 0.00 45.0 10559.69 0.00 3722.04 0.96
16 0.00 318.72 26.8 7.94 8.89 1 0.00 45.0 35059.18 0.00 3786.51 0.96
17 7.94 329.51 26.8 7.94 8.89 1 0.00 45.0 36246.53 0.00 3914.89 0.96
18 15.88 400.87 23.7 9.39 10.26 1 0.00 45.0 44095.82 0.00 4102.37 0.95
19 25.28 410.11 23.7 9.39 10.26 1 0.00 45.0 45112.08 0.00 4196.92 0.95
20 34.67 425.92 20.5 9.60 10.26 1 0.00 45.0 46851.06 0.00 4342.53 0.95
21 44.28 429.72 20.5 9.60 10.26 1 0.00 45.0 47268.92 0.00 4381.26 0.95
22 53.88 438.85 17.4 9.79 10.26 1 0.00 45.0 48273.59 0.00 4471.21 0.95
23 63.67 436.97 17.4 9.79 10.26 1 0.00 45.0 48066.49 0.00 4452.03 0.95
24 73.45 438.95 14.3 9.94 10.26 1 0.00 45.0 48284.61 0.00 4482.19 0.95
25 83.39 431.22 14.3 9.94 10.26 1 0.00 45.0 47433.71 0.00 4403.33 0.95
26 93.33 425.76 11.2 10.06 10.26 1 0.00 45.0 46833.79 0.00 4370.28 0.96
27 103.39 412.04 11.2 10.06 10.26 1 0.00 45.0 45324.88 0.00 4229.47 0.96
28 113.45 399.05 8.1 10.16 10.26 1 0.00 45.0 43895.08 0.00 4129.81 0.96
29 123.61 379.29 8.1 10.16 10.26 1 0.00 45.0 41722.04 0.00 3925.37 0.96
30 133.76 358.83 4.9 10.22 10.26 1 0.00 45.0 39471.16 0.00 3755.77 0.98
31 143.98 333.06 4.9 10.22 10.26 1 0.00 45.0 36636.98 0.00 3486.09 0.98
32 154.20 305.39 1.8 10.25 10.26 1 0.00 45.0 33592.87 0.00 3242.75 0.99