2025-07-03_REVISION - M1997071

• Permit No: M1997071
• 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: SO2
• Email Name: UEA
• Email Name: AME
• Email Name: SMS
• Email Name: EL1
• Media Type: D
• Archive: No

79 114.19 4260.27 192.50 4234.17 246.78 4527.52 298.33 3.026
80 125.30 4256.57 203.61 4230.46 257.89 4523.82 298.33 3.026
81 119.74 4258.42 198.06 4232.31 252.33 4525.67 298.33 3.026
82 119.74 4258.42 198.06 4232.31 251.98 4524.60 297.22 3.026
83 114.19 4260.27 192.50 4234.17 246.42 4526.46 297.22 3.026
84 125.30 4256.57 203.61 4230.46 257.54 4522.75 297.22 3.026
85 119.74 4258.42 198.06 4232.31 251.62 4523.54 296.11 3.026
86 114.19 4260.27 192.50 4234.17 246.07 4525.39 296.11 3.026
87 125.30 4256.57 203.61 4230.46 257.18 4521.69 296.11 3.026
88 119.74 4258.42 198.06 4232.31 251.27 4522.48 295.00 3.026
89 114.19 4260.27 192.50 4234.17 245.72 4524.33 295.00 3.026
90 125.30 4256.57 203.61 4230.46 256.83 4520.62 295.00 3.026
91 119.74 4258.42 200.83 4231.39 255.79 4531.40 305.00 3.026
92 114.19 4260.27 195.28 4233.24 250.23 4533.25 305.00 3.026
93 119.74 4258.42 200.83 4231.39 255.43 4530.33 303.89 3.027
94 114.19 4260.27 195.28 4233.24 249.88 4532.18 303.89 3.027
95 119.74 4258.42 200.83 4231.39 255.08 4529.27 302.78 3.027
96 114.19 4260.27 195.28 4233.24 249.52 4531.12 302.78 3.027
97 114.19 4260.27 195.28 4233.24 249.17 4530.06 301.67 3.027
98 119.74 4258.42 200.83 4231.39 254.72 4528.20 301.67 3.027
99 119.74 4258.42 200.83 4231.39 254.37 4527.14 300.56 3.027
Critical Failure Surface(circle 1)
Intersects: XL: 125.30 YL: 4256.57 XR: 192.50 YR: 4234.17
Centre: XC: 254.70 YC: 4532.76 Radius: R: 305.00
Generated failure surface:(20 points)
125.30 4256.57 128.69 4255.00 132.11 4253.48 135.54 4252.00 138.98 4250.56
142.45 4249.16 145.93 4247.81 149.43 4246.50 152.95 4245.23 156.48 4244.01
160.02 4242.82 163.58 4241.69 167.15 4240.59 170.74 4239.54 174.34 4238.53
177.95 4237.57 181.57 4236.65 185.20 4235.78 188.85 4234.95 192.50 4234.17
Slice Geometry and Properties-Critical Failure Surface(circle 1, 38 slices)
Slice X-S Base PoreWater Normal Test
X-Left Area Angle Width Length Matt Cohesion Phi Weight Force Stress Factor
1 125.30 0.18 24.8 1.70 1.87 1 0.00 45.0 20.14 0.00 10.30 0.96
2 127.00 0.55 24.8 1.70 1.87 1 0.00 45.0 60.60 0.00 30.98 0.96
3 128.69 0.90 24.0 1.71 1.87 1 0.00 45.0 99.43 0.00 50.77 0.95
4 130.40 1.23 24.1 1.71 1.87 1 0.00 45.0 135.53 0.00 69.20 0.95
5 132.11 1.55 23.3 1.72 1.87 1 0.00 45.0 170.34 0.00 86.89 0.95
6 133.82 1.84 23.3 1.72 1.87 1 0.00 45.0 202.13 0.00 103.10 0.95
7 135.54 2.12 22.7 1.72 1.87 1 0.00 45.0 232.92 0.00 118.67 0.95
8 137.26 2.37 22.6 1.72 1.87 1 0.00 45.0 260.33 0.00 132.65 0.95
9 138.98 2.61 21.9 1.73 1.87 1 0.00 45.0 286.95 0.00 146.09 0.95
10 140.72 2.82 21.9 1.73 1.87 1 0.00 45.0 309.94 0.00 157.79 0.95
11 142.45 3.02 21.2 1.74 1.87 1 0.00 45.0 332.22 0.00 169.02 0.95
12 144.19 3.19 21.3 1.74 1.87 1 0.00 45.0 350.74 0.00 178.42 0.95
13 145.93 3.35 20.5 1.75 1.87 1 0.00 45.0 368.63 0.00 187.45 0.95
14 147.68 3.48 20.5 1.75 1.87 1 0.00 45.0 382.54 0.00 194.50 0.95
15 149.43 3.60 19.8 1.76 1.87 1 0.00 45.0 395.89 0.00 201.20 0.95
16 151.19 3.68 19.8 1.76 1.87 1 0.00 45.0 405.32 0.00 206.02 0.95
17 152.95 3.76 19.1 1.76 1.87 1 0.00 45.0 413.99 0.00 210.37 0.95