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

59 71.00 0.33 111.21 13.74 76.10 52.06 51.97 2.710
60 71.00 0.33 112.68 14.23 77.87 49.19 49.34 2.710
61 71.00 0.33 117.11 15.00 80.65 49.80 50.39 2.710
62 71.00 0.33 115.63 15.00 80.33 47.18 47.76 2.710
63 71.00 0.33 114.16 14.72 79.20 47.65 48.03 2.710
64 71.00 0.33 111.21 13.74 76.19 51.78 51.71 2.711
65 71.00 0.33 112.68 14.23 77.96 48.92 49.08 2.711
66 71.00 0.33 117.11 15.00 80.74 49.51 50.13 2.712
67 71.00 0.33 111.21 13.74 76.28 51.51 51.45 2.712
68 71.00 0.33 115.63 15.00 80.43 46.89 47.50 2.712
69 71.00 0.33 114.16 14.72 79.30 47.37 47.76 2.713
70 71.00 0.33 112.68 14.23 78.06 48.64 48.82 2.713
71 71.00 0.33 111.21 13.74 76.37 51.23 51.18 2.713
72 71.00 0.33 117.11 15.00 80.83 49.22 49.87 2.714
73 71.00 0.33 111.21 13.74 76.46 50.96 50.92 2.714
74 71.00 0.33 114.16 14.72 79.39 47.09 47.50 2.715
75 71.00 0.33 112.68 14.23 78.15 48.36 48.55 2.715
76 71.00 0.33 111.21 13.74 76.56 50.69 50.66 2.716
77 71.00 0.33 117.11 15.00 80.92 48.94 49.61 2.716
78 71.00 0.33 112.68 14.23 78.24 48.08 48.29 2.716
79 71.00 0.33 111.21 13.74 76.65 50.41 50.39 2.717
80 71.00 0.33 111.21 13.74 76.74 50.14 50.13 2.718
81 71.00 0.33 112.68 14.23 78.34 47.80 48.03 2.718
82 71.00 0.33 117.11 15.00 81.02 48.65 49.34 2.719
83 71.00 0.33 111.21 13.74 76.83 49.86 49.87 2.720
84 71.00 0.33 112.68 14.23 78.43 47.51 47.76 2.720
85 71.00 0.33 117.11 15.00 81.11 48.36 49.08 2.721
86 71.00 0.33 111.21 13.74 76.92 49.58 49.61 2.721
87 71.00 0.33 112.68 14.23 78.52 47.23 47.50 2.722
88 71.00 0.33 111.21 13.74 77.01 49.31 49.34 2.723
89 71.00 0.33 117.11 15.00 81.20 48.07 48.82 2.723
90 71.00 0.33 111.21 13.74 77.11 49.03 49.08 2.724
91 71.00 0.33 111.21 13.74 77.20 48.75 48.82 2.725
92 71.00 0.33 109.74 13.25 75.07 52.68 52.50 2.726
93 71.00 0.33 117.11 15.00 81.29 47.78 48.55 2.726
94 71.00 0.33 109.74 13.25 75.16 52.40 52.24 2.727
95 71.00 0.33 111.21 13.74 77.29 48.48 48.55 2.727
96 71.00 0.33 109.74 13.25 75.25 52.13 51.97 2.728
97 71.00 0.33 117.11 15.00 81.38 47.49 48.29 2.728
98 71.00 0.33 109.74 13.25 75.34 51.86 51.71 2.729
99 71.00 0.33 111.21 13.74 77.38 48.20 48.29 2.729
Critical Failure Surface (circle 1)
Intersects: XL: 71.00 YL: 0.33 XR: 115.63 YR: 15.00
Centre: XC: 78.66 YC: 52.27 Radius: R: 52.50
Generated failure surface: (20 points)
71.00 0.33 73.54 0.02 76.10 -0.17 78.66 -0.23 81.23 -0.17
83.78 0.02 86.33 0.33 88.85 0.77 91.35 1.33 93.83 2.01
96.26 2.81 98.65 3.73 101.00 4.76 103.29 5.91 105.53 7.17
107.69 8.53 109.80 10.00 111.82 11.57 113.77 13.24 115.63
15.00
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
Slice X-S Base PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress