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

93 64.41 6480.00 101.21 6456.38 160.69 6589.54 145.83 1.686
94 64.41 6480.00 101.21 6456.38 160.12 6588.65 144.79 1.687
95 64.41 6480.00 101.21 6456.38 159.55 6587.76 143.75 1.689
96 64.41 6480.00 101.21 6456.38 158.98 6586.88 142.71 1.691
97 64.41 6480.00 101.21 6456.38 158.41 6585.99 141.67 1.692
98 64.41 6480.00 101.21 6456.38 157.84 6585.10 140.62 1.694
99 64.41 6480.00 101.21 6456.38 157.27 6584.21 139.58 1.696
Critical Failure Surface(circle 1)
------------------------
Intersects: XL: 55.00 YL: 6480.00 XR: 102.10 YR: 6441.00
Centre: XC: 172.21 YC: 6573.61 Radius: R: 150.00
Generated failure surface:(20 points)
55.00 6480.00 57.05 6477.49 59.15 6475.02 61.31 6472.60 63.52 6470.23
65.78 6467.91 68.09 6465.63 70.44 6463.41 72.85 6461.23 75.30 6459.11
77.80 6457.05 80.34 6455.03 82.92 6453.08 85.54 6451.18 88.21 6449.33
90.91 6447.55 93.66 6445.82 96.44 6444.15 99.25 6442.55 102.10 6441.00
Slice Geometry and Properties-Critical Failure Surface(circle 1, 39 slices)
--------------------------------------------------------
Slice X-S -------------------Base--------------------- PoreWater Normal Test
X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress Factor
1 55.00 0.64 50.8 1.02 1.62 2 0.00 34.0 63.71 0.00 38.98 0.99
2 56.02 1.93 50.8 1.02 1.62 2 0.00 34.0 191.04 0.00 116.88 0.99
3 57.05 3.29 49.5 1.05 1.62 2 0.00 34.0 325.61 0.00 197.29 0.98
4 58.10 4.59 49.5 1.05 1.62 2 0.00 34.0 454.05 0.00 275.10 0.98
5 59.15 6.02 48.3 1.08 1.62 2 0.00 34.0 595.79 0.00 357.68 0.97
6 60.23 7.32 48.3 1.08 1.62 2 0.00 34.0 724.90 0.00 435.25 0.97
7 61.31 12.24 47.1 1.49 2.19 2 0.00 34.0 1211.66 0.00 533.37 0.96
8 62.80 6.71 47.1 0.72 1.05 1 0.00 45.0 667.58 0.00 526.25 0.83
9 63.52 11.69 45.8 1.13 1.62 1 0.00 45.0 1174.04 0.00 597.17 0.82
10 64.65 13.00 45.8 1.13 1.62 1 0.00 45.0 1318.43 0.00 670.61 0.82
11 65.78 14.62 44.6 1.15 1.62 1 0.00 45.0 1493.41 0.00 756.96 0.82
12 66.93 15.93 44.6 1.15 1.62 1 0.00 45.0 1637.82 0.00 830.00 0.82
13 68.09 17.59 43.3 1.18 1.62 1 0.00 45.0 1818.19 0.00 918.59 0.82
14 69.26 18.90 43.3 1.18 1.62 1 0.00 45.0 1962.32 0.00 991.59 0.82
15 70.44 20.60 42.1 1.20 1.62 1 0.00 45.0 2147.30 0.00 1081.88 0.82
16 71.65 21.91 42.1 1.20 1.62 1 0.00 45.0 2290.99 0.00 1154.48 0.82
17 72.85 23.65 40.9 1.23 1.62 1 0.00 45.0 2479.98 0.00 1247.06 0.81
18 74.07 24.95 40.9 1.23 1.62 1 0.00 45.0 2622.89 0.00 1318.69 0.81
19 75.30 26.71 39.6 1.25 1.62 1 0.00 45.0 2815.01 0.00 1413.20 0.81
20 76.55 28.00 39.6 1.25 1.62 1 0.00 45.0 2956.94 0.00 1484.19 0.81
21 77.80 29.79 38.4 1.27 1.62 1 0.00 45.0 3151.60 0.00 1580.05 0.81
22 79.07 31.07 38.4 1.27 1.62 1 0.00 45.0 3292.14 0.00 1650.51 0.81
23 80.34 32.88 37.1 1.29 1.62 1 0.00 45.0 3488.87 0.00 1747.87 0.81
24 81.63 34.14 37.1 1.29 1.62 1 0.00 45.0 3627.89 0.00 1817.52 0.81
25 82.92 35.96 35.9 1.31 1.62 1 0.00 45.0 3825.71 0.00 1915.86 0.81
26 84.23 37.21 35.9 1.31 1.62 1 0.00 45.0 3962.89 0.00 1984.56 0.81
27 85.54 39.03 34.7 1.33 1.62 1 0.00 45.0 4161.31 0.00 2084.44 0.81
28 86.88 40.26 34.7 1.33 1.62 1 0.00 45.0 4296.46 0.00 2152.14 0.81
29 88.21 42.08 33.4 1.35 1.62 1 0.00 45.0 4494.63 0.00 2252.68 0.81
30 89.56 43.28 33.4 1.35 1.62 1 0.00 45.0 4627.45 0.00 2319.67 0.81
31 90.91 45.10 32.2 1.37 1.62 1 0.00 45.0 4824.84 0.00 2421.17 0.81
32 92.29 46.28 32.2 1.37 1.62 1 0.00 45.0 4955.14 0.00 2486.12 0.81
33 93.66 48.08 31.0 1.39 1.62 1 0.00 45.0 5151.11 0.00 2588.93 0.81
Hayden Gravel Pit Lewicki gi Associates
December 2022