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

92 67.55 6480.00 101.01 6460.28 156.59 6592.85 143.75 1.784
93 67.55 6480.00 101.01 6460.28 156.05 6591.95 142.71 1.786
94 67.55 6480.00 101.01 6460.28 155.52 6591.04 141.67 1.788
95 67.55 6480.00 101.01 6460.28 154.99 6590.14 140.62 1.790
96 67.55 6480.00 101.01 6460.28 154.45 6589.23 139.58 1.791
97 67.55 6480.00 101.01 6460.28 153.92 6588.32 138.54 1.793
98 67.55 6480.00 101.01 6460.28 153.39 6587.42 137.50 1.795
99 69.64 6480.00 95.68 6480.00 82.66 6634.66 155.21 NaN
Critical Failure Surface(circle 1)
------------------------
Intersects: XL: 80.10 YL: 6480.00 XR: 101.90 YR: 6442.95
Centre: XC: 218.95 YC: 6536.76 Radius: R: 150.00
Generated failure surface:(20 points)
80.10 6480.00 80.98 6477.90 81.88 6475.82 82.82 6473.76 83.79 6471.70
84.79 6469.67 85.82 6467.64 86.88 6465.64 87.97 6463.64 89.09 6461.67
90.25 6459.71 91.43 6457.77 92.64 6455.85 93.88 6453.95 95.14 6452.07
96.44 6450.20 97.76 6448.36 99.11 6446.54 100.49 6444.73 101.90 6442.95
Slice Geometry and Properties-Critical Failure Surface(circle 1, 39 slices)
--------------------------------------------------------
Slice X-S -------------------Base--------------------- Pore Water Normal Test
X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress Factor
1 80.10 0.23 67.3 0.44 1.14 2 0.00 34.0 22.69 0.00 15.03 0.75
2 80.54 0.69 67.3 0.44 1.14 2 0.00 34.0 68.06 0.00 45.06 0.75
3 80.98 1.19 66.5 0.45 1.13 2 0.00 34.0 117.38 0.00 77.29 0.75
4 81.43 1.66 66.5 0.45 1.13 2 0.00 34.0 164.05 0.00 108.01 0.75
5 81.88 2.20 65.6 0.47 1.14 2 0.00 34.0 217.90 0.00 142.66 0.74
6 82.35 2.69 65.6 0.47 1.14 2 0.00 34.0 265.90 0.00 174.02 0.74
7 82.82 3.27 64.7 0.48 1.14 2 0.00 34.0 324.16 0.00 211.10 0.74
8 83.30 3.77 64.7 0.48 1.14 2 0.00 34.0 373.39 0.00 243.17 0.74
9 83.79 2.98 63.9 0.35 0.78 2 0.00 34.0 295.41 0.00 277.38 0.74
10 84.13 6.33 63.9 0.66 1.49 1 0.00 45.0 631.77 0.00 235.58 0.55
11 84.79 5.59 63.0 0.52 1.14 1 0.00 45.0 563.59 0.00 274.74 0.55
12 85.30 6.11 63.0 0.52 1.14 1 0.00 45.0 620.92 0.00 302.80 0.55
13 85.82 6.82 62.1 0.53 1.14 1 0.00 45.0 698.09 0.00 339.88 0.55
14 86.35 7.36 62.1 0.53 1.14 1 0.00 45.0 756.69 0.00 368.41 0.55
15 86.88 8.11 61.3 0.55 1.13 1 0.00 45.0 838.26 0.00 407.61 0.55
16 87.43 8.66 61.3 0.55 1.14 1 0.00 45.0 898.03 0.00 436.52 0.55
17 87.97 9.45 60.4 0.56 1.14 1 0.00 45.0 983.84 0.00 477.68 0.55
18 88.53 10.00 60.4 0.56 1.14 1 0.00 45.0 1044.71 0.00 507.41 0.55
19 89.09 10.83 59.5 0.58 1.14 1 0.00 45.0 1134.68 0.00 550.50 0.55
20 89.67 11.40 59.5 0.58 1.13 1 0.00 45.0 1196.62 0.00 580.76 0.55
21 90.25 12.26 58.7 0.59 1.13 1 0.00 45.0 1290.49 0.00 625.90 0.55
22 90.84 12.84 58.7 0.59 1.14 1 0.00 45.0 1353.45 0.00 656.20 0.55
23 91.43 13.74 57.8 0.61 1.14 1 0.00 45.0 1451.14 0.00 703.38 0.55
24 92.03 14.32 57.8 0.61 1.14 1 0.00 45.0 1515.07 0.00 734.37 0.55
25 92.64 15.25 56.9 0.62 1.14 1 0.00 45.0 1616.43 0.00 783.35 0.55
26 93.26 15.84 56.9 0.62 1.14 1 0.00 45.0 1681.24 0.00 814.77 0.55
27 93.88 16.81 56.1 0.63 1.14 1 0.00 45.0 1786.12 0.00 865.49 0.55
28 94.51 17.41 56.1 0.63 1.14 1 0.00 45.0 1851.84 0.00 897.33 0.55
29 95.14 18.40 55.2 0.65 1.14 1 0.00 45.0 1960.02 0.00 950.05 0.55
30 95.79 19.01 55.2 0.65 1.13 1 0.00 45.0 2026.43 0.00 982.60 0.55
31 96.44 20.03 54.3 0.66 1.14 1 0.00 45.0 2137.80 0.00 1036.62 0.55
32 97.10 20.64 54.3 0.66 1.13 1 0.00 45.0 2204.97 0.00 1069.58 0.55
Hayden Gravel Pit Lewicki&Associates
December 2022