2018-11-08_REVISION - M1990094

• Permit No: M1990094
• IBM Index Class Name: Revision
• Doc Date: 11/8/2018
• Doc Name: Adequacy Review Response
• From: Kilgore Companies LLC dba Elam Construction
• To: DRMS
• Type & Sequence: SO1
• Email Name: ACY
• Email Name: WHE
• Media Type: D
• Archive: No

95 100.00 0.00 120.24 15.00 83.20 43.81 46.92 1.180
96 100.00 0.00 120.24 15.00 83.63 43.24 46.24 1.182
97 100.00 0.00 120.24 15.00 84.05 42.67 45.55 1.183
98 100.00 0.00 120.24 15.00 84.47 42.10 44.87 1.184
99 100.00 0.00 120.24 15.00 84.90 41.52 44.18 1.185
Critical Failure Surface (circle 1)
Intersects: XL: 100.00 YL: 0.00 XR: 117.50 YR: 15.00
Centre: XC: 72.75 YC: 49.50 Radius: R: 56.50
Generated failure surface: (20 points)
100.00 0.00 101.06 0.60 102.11 1.22 103.15 1.87 104.17 2.54
105.18 3.23 106.17 3.94 107.15 4.67 108.11 5.43 109.06 6.20
109.98 7.00 110.89 7.81 111.79 8.65 112.66 9.50 113.52 10.37
114.35 11.26 115.17 12.17 115.97 13.10 116.74 14.04 117.50
15.00
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
1 100.00 0.06 29.5 0.53 0.61 1 0.00 45.0 6.77 299.21 493.32 0.73
2 100.53 0.18 29.5 0.53 0.61 1 0.00 45.0 20.32 287.77 481.55 0.73
3 101.06 0.30 30.7 0.53 0.61 1 0.00 45.0 32.93 276.08 468.84 0.72
4 101.59 0.41 30.7 0.53 0.61 1 0.00 45.0 45.26 264.20 455.70 0.72
5 102.11 0.51 31.9 0.52 0.61 1 0.00 45.0 56.33 252.11 441.39 0.72
6 102.63 0.61 31.9 0.52 0.61 1 0.00 45.0 67.47 239.79 426.90 0.72
7 103.15 0.70 33.2 0.51 0.61 1 0.00 45.0 77.02 227.27 411.06 0.71
8 103.66 0.79 33.2 0.51 0.61 1 0.00 45.0 86.98 214.53 395.25 0.71
9 104.17 0.86 34.4 0.50 0.61 1 0.00 45.0 95.04 201.58 377.91 0.71
10 104.68 0.94 34.4 0.50 0.61 1 0.00 45.0 103.85 188.42 360.81 0.71
11 105.18 1.00 35.6 0.50 0.61 1 0.00 45.0 110.45 175.07 342.04 0.71
12 105.68 1.07 35.6 0.50 0.61 1 0.00 45.0 118.12 161.50 323.67 0.71
13 106.17 1.12 36.9 0.49 0.61 1 0.00 45.0 123.31 147.72 303.51 0.71
14 106.66 1.18 36.9 0.49 0.61 1 0.00 45.0 129.86 133.75 283.91 0.71
15 107.15 1.07 38.1 0.42 0.54 1 0.00 45.0 117.74 106.31 263.63 0.70
16 107.58 1.11 38.1 0.42 0.54 1 0.00 45.0 122.00 95.11 245.26 0.70
17 108.00 0.30 38.1 0.11 0.14 1 0.00 45.0 33.10 23.37 235.58 0.70
18 108.11 1.29 39.4 0.47 0.61 1 0.00 45.0 141.65 90.64 230.61 0.70
19 108.58 1.33 39.4 0.47 0.61 1 0.00 45.0 146.06 75.87 224.62 0.70
20 109.06 1.34 40.6 0.46 0.61 1 0.00 45.0 147.28 60.91 215.55 0.70
21 109.52 1.37 40.6 0.46 0.61 1 0.00 45.0 150.66 45.76 207.81 0.70
22 109.98 1.37 41.8 0.46 0.61 1 0.00 45.0 149.63 30.42 195.10 0.70
23 110.44 1.39 41.8 0.46 0.61 1 0.00 45.0 149.73 14.89 183.03 0.70
24 110.89 0.62 43.1 0.20 0.27 1 0.00 45.0 65.71 1.60 170.50 0.70
25 111.09 1.08 43.1 0.35 0.47 1 0.00 45.0 113.46 0.00 167.11 0.70
26 111.44 1.08 43.1 0.35 0.47 1 0.00 45.0 113.00 0.00 166.43 0.70
27 111.79 1.37 44.3 0.44 0.61 1 0.00 45.0 141.53 0.00 161.64 0.70
28 112.22 1.38 44.3 0.44 0.61 1 0.00 45.0 139.93 0.00 159.81 0.70
29 112.66 1.54 45.6 0.49 0.70 1 0.00 45.0 154.23 0.00 153.88 0.70
30 113.15 1.15 45.6 0.37 0.52 2 0.00 34.0 114.02 0.00 182.53 0.84
31 113.52 1.31 46.8 0.42 0.61 2 0.00 34.0 129.57 0.00 178.27 0.84
32 113.93 1.30 46.8 0.42 0.61 2 0.00 34.0 128.45 0.00 176.73 0.84
33 114.35 0.99 48.0 0.32 0.48 2 0.00 34.0 98.37 0.00 171.70 0.84
34 114.68 0.98 48.0 0.32 0.48 2 0.00 34.0 97.21 0.00 169.67 0.84
35 115.00 0.50 48.0 0.17 0.25 2 0.00 34.0 49.13 0.00 163.38 0.84