2022-12-22_REVISION - M1987164 ‎(19)‎

• Permit No: M1987164
• IBM Index Class Name: Revision
• Doc Date: 12/22/2022
• Doc Name Note: Geotechnical Stability Exhibit
• Doc Name: Request For Amendment To Permit
• From: Oldcastle SW Group, Inc. dba United Companies
• To: DRMS
• Type & Sequence: AM4
• Email Name: HR1
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

90 77.30 6480.00 143.71 6448.94 255.75 6775.02 344.79 1.961
91 80.70 6479.66 139.20 6451.14 258.07 6769.24 339.58 1.961
92 80.70 6479.66 139.20 6451.14 257.61 6768.30 338.54 1.961
93 77.30 6480.00 143.71 6448.94 255.30 6774.07 343.75 1.961
94 80.70 6479.66 139.20 6451.14 257.15 6767.36 337.50 1.961
95 77.30 6480.00 143.71 6448.94 254.86 6773.12 342.71 1.961
96 77.30 6480.00 143.71 6448.94 254.41 6772.18 341.67 1.962
97 77.30 6480.00 143.71 6448.94 253.97 6771.23 340.62 1.962
98 77.30 6480.00 143.71 6448.94 253.53 6770.28 339.58 1.962
99 77.30 6480.00 143.71 6448.94 253.08 6769.33 338.54 1.962
Critical Failure Surface(circle 1)
------------------------
Intersects: XL: 77.30 YL: 6480.00 XR: 139.20 YR: 6451.14
Centre: XC: 260.75 YC: 6792.65 Radius: R: 362.50
Generated failure surface:(20 points)
77.30 6480.00 80.41 6478.19 83.55 6476.42 86.69 6474.67 89.86 6472.96
93.04 6471.28 96.24 6469.63 99.46 6468.01 102.69 6466.43 105.94 6464.87
109.20 6463.35 112.48 6461.86 115.77 6460.41 119.08 6458.98 122.40 6457.59
125.73 6456.24 129.08 6454.91 132.44 6453.62 135.81 6452.36 139.20 6451.14
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 77.30 0.53 30.1 1.35 1.56 2 0.00 34.0 52.34 0.00 32.25 0.96
2 78.65 1.59 30.1 1.35 1.56 2 0.00 34.0 157.01 0.00 96.75 0.96
3 80.00 0.66 30.1 0.41 0.48 2 0.00 34.0 64.96 0.00 130.55 0.96
4 80.41 2.61 29.5 1.57 1.80 2 0.00 34.0 258.42 0.00 137.81 0.96
5 81.98 2.81 29.5 1.57 1.80 2 0.00 34.0 277.73 0.00 148.10 0.96
6 83.55 3.00 29.0 1.57 1.80 2 0.00 34.0 297.07 0.00 158.15 0.96
7 85.12 3.17 29.0 1.57 1.80 2 0.00 34.0 313.36 0.00 166.82 0.96
8 86.69 3.33 28.4 1.58 1.80 2 0.00 34.0 329.93 0.00 175.34 0.96
9 88.28 3.47 28.4 1.58 1.80 2 0.00 34.0 343.09 0.00 182.35 0.96
10 89.86 3.60 27.8 1.59 1.80 2 0.00 34.0 356.67 0.00 189.28 0.96
11 91.45 3.71 27.8 1.59 1.80 2 0.00 34.0 366.83 0.00 194.65 0.96
12 93.04 1.29 27.3 0.54 0.61 2 0.00 34.0 127.44 0.00 198.74 0.95
13 93.59 3.18 27.3 1.33 1.49 1 0.00 45.0 319.85 0.00 190.18 0.89
14 94.92 3.23 27.3 1.33 1.49 1 0.00 45.0 334.80 0.00 199.04 0.89
15 96.24 2.73 26.7 1.11 1.24 1 0.00 45.0 290.01 0.00 207.63 0.89
16 97.35 2.75 26.7 1.11 1.24 1 0.00 45.0 298.68 0.00 213.84 0.89
17 98.46 2.49 26.7 1.00 1.12 1 0.00 45.0 273.83 0.00 217.67 0.89
18 99.46 4.04 26.1 1.62 1.80 1 0.00 45.0 444.91 0.00 219.64 0.89
19 101.08 4.05 26.1 1.62 1.80 1 0.00 45.0 445.78 0.00 220.10 0.89
20 102.69 4.06 25.6 1.62 1.80 1 0.00 45.0 447.04 0.00 220.76 0.89
21 104.32 4.04 25.6 1.62 1.80 1 0.00 45.0 444.51 0.00 219.51 0.89
22 105.94 4.02 25.0 1.63 1.80 1 0.00 45.0 442.15 0.00 218.44 0.89
23 107.57 3.96 25.0 1.63 1.80 1 0.00 45.0 435.84 0.00 215.29 0.89
24 109.20 3.91 24.4 1.64 1.80 1 0.00 45.0 429.72 0.00 212.39 0.89
25 110.84 3.82 24.4 1.64 1.80 1 0.00 45.0 419.95 0.00 207.54 0.89
26 112.48 3.73 23.9 1.65 1.80 1 0.00 45.0 410.08 0.00 202.78 0.89
27 114.13 3.61 23.9 1.65 1.80 1 0.00 45.0 396.73 0.00 196.18 0.89
28 115.77 3.48 23.3 1.65 1.80 1 0.00 45.0 383.08 0.00 189.57 0.89
29 117.43 3.33 23.3 1.65 1.80 1 0.00 45.0 365.85 0.00 181.02 0.89
30 119.08 3.17 22.7 1.66 1.80 1 0.00 45.0 348.42 0.00 172.52 0.89
Hayden Gravel Pit Lewicki&Associates
December 2022