2025-07-03_REVISION - M2022024

• Permit No: M2022024
• IBM Index Class Name: Revision
• Doc Date: 7/3/2025
• Doc Name: Request For Succession Of Operator
• From: Oldcastle SW Group, Inc dba United Companies
• To: DRMS
• Type & Sequence: SO1
• Email Name: UEA
• Email Name: AME
• Email Name: SMS
• Email Name: EL1
• Media Type: D
• Archive: No

77 105.07 3833.31 159.00 3815.33 145.71 3865.35 51.75 3.500
78 110.62 3831.46 163.44 3813.85 150.39 3862.72 50.58 3.501
79 113.40 3830.53 172.33 3812.00 156.61 3864.97 55.25 3.503
80 107.84 3832.39 165.67 3813.11 151.33 3866.47 55.25 3.505
81 102.29 3834.24 159.00 3815.33 144.90 3867.55 54.08 3.507
82 110.62 3831.46 161.22 3814.59 148.64 3861.17 48.25 3.507
83 113.40 3830.53 167.89 3812.37 154.26 3862.29 51.75 3.508
84 107.84 3832.39 163.44 3813.85 149.58 3864.92 52.92 3.510
85 110.62 3831.46 159.00 3815.33 146.89 3859.62 45.92 3.514
86 113.40 3830.53 165.67 3813.11 152.51 3860.74 49.42 3.515
87 107.84 3832.39 161.22 3814.59 147.83 3863.37 50.58 3.516
88 110.62 3831.46 167.89 3812.37 153.45 3864.49 54.08 3.518
89 105.07 3833.31 163.44 3813.85 148.77 3867.12 55.25 3.518
90 113.40 3830.53 170.11 3812.00 155.33 3862.81 52.92 3.519
91 113.40 3830.53 163.44 3813.85 150.76 3859.19 47.08 3.521
92 107.84 3832.39 159.00 3815.33 146.08 3861.82 48.25 3.523
93 105.07 3833.31 161.22 3814.59 147.02 3865.57 52.92 3.524
94 110.62 3831.46 165.67 3813.11 151.70 3862.94 51.75 3.524
95 110.62 3831.46 170.11 3812.00 154.52 3865.01 55.25 3.528
96 113.40 3830.53 161.22 3814.59 149.00 3857.64 44.75 3.529
97 105.07 3833.31 159.00 3815.33 145.26 3864.02 50.58 3.531
98 113.40 3830.53 172.33 3812.00 156.18 3863.62 54.08 3.531
99 102.29 3834.24 161.22 3814.59 146.20 3867.76 55.25 3.531
Critical Failure Surface(circle 1)
Intersects: XL: 113.40 YL: 3830.53 XR: 159.00 YR: 3815.33
Centre: XC: 151.93 YC: 3870.13 Radius: R: 55.25
Generated failure surface:(20 points)
113.40 3830.53 115.32 3828.75 117.32 3827.07 119.40 3825.48 121.55 3823.98
123.77 3822.60 126.05 3821.32 128.39 3820.15 130.78 3819.09 133.22 3818.14
135.71 3817.32 138.23 3816.61 140.78 3816.02 143.35 3815.55 145.94 3815.20
148.55 3814.98 151.17 3814.88 153.78 3814.91 156.40 3815.06 159.00 3815.33
Slice Geometry and Properties-Critical Failure Surface(circle 1, 39 slices)
Slice X-S Base PoreWater Normal Test
X-Left Area Angle Width Length Matt Cohesion Phi Weight Force Stress Factor
1 113.40 0.27 42.9 0.96 1.31 2 0.00 34.0 27.08 0.00 23.71 1.15
2 114.36 0.82 42.9 0.96 1.31 2 0.00 34.0 81.23 0.00 71.13 1.15
3 115.32 1.40 40.2 1.00 1.31 2 0.00 34.0 138.23 0.00 117.79 1.12
4 116.32 1.91 40.1 1.00 1.31 2 0.00 34.0 188.73 0.00 160.83 1.11
5 117.32 2.48 37.4 1.04 1.31 1 0.00 45.0 249.20 0.00 194.49 1.02
6 118.36 2.95 37.4 1.04 1.31 1 0.00 45.0 304.47 0.00 237.63 1.02
7 119.40 3.50 34.7 1.08 1.31 1 0.00 45.0 368.79 0.00 283.14 1.00
8 120.47 3.91 34.7 1.08 1.31 1 0.00 45.0 418.78 0.00 321.51 1.00
9 121.55 4.43 32.0 1.11 1.31 1 0.00 45.0 479.85 0.00 363.29 0.99
10 122.66 4.79 32.0 1.11 1.31 1 0.00 45.0 523.91 0.00 396.64 0.99
11 123.77 1.05 29.3 0.23 0.27 1 0.00 45.0 115.40 0.00 423.09 0.98
12 124.00 4.76 29.3 1.02 1.17 1 0.00 45.0 524.10 0.00 436.82 0.98
13 125.02 5.00 29.3 1.02 1.17 1 0.00 45.0 550.41 0.00 458.77 0.98
14 126.05 5.97 26.6 1.17 1.31 1 0.00 45.0 656.17 0.00 486.58 0.97
15 127.22 6.19 26.6 1.17 1.31 1 0.00 45.0 681.31 0.00 505.22 0.97