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

64 144.74 4250.08 185.56 4236.48 262.94 4536.67 310.00 3.006
65 144.74 4250.08 185.56 4236.48 262.59 4535.61 308.89 3.006
66 139.19 4251.94 180.00 4238.33 257.04 4537.46 308.89 3.006
67 150.30 4248.23 191.11 4234.63 267.80 4532.70 307.78 3.006
68 139.19 4251.94 180.00 4238.33 256.68 4536.41 307.78 3.006
69 144.74 4250.08 185.56 4236.48 262.24 4534.55 307.78 3.006
70 144.74 4250.08 185.56 4236.48 261.89 4533.50 306.67 3.007
71 139.19 4251.94 180.00 4238.33 256.33 4535.35 306.67 3.007
72 150.30 4248.23 191.11 4234.63 267.45 4531.64 306.67 3.007
73 139.19 4251.94 180.00 4238.33 255.98 4534.29 305.56 3.007
74 144.74 4250.08 185.56 4236.48 261.53 4532.44 305.56 3.007
75 150.30 4248.23 191.11 4234.63 267.09 4530.59 305.56 3.007
76 139.19 4251.94 180.00 4238.33 255.63 4533.24 304.44 3.007
77 144.74 4250.08 185.56 4236.48 261.18 4531.38 304.44 3.007
78 150.30 4248.23 191.11 4234.63 266.39 4528.47 303.33 3.007
79 144.74 4250.08 185.56 4236.48 260.83 4530.33 303.33 3.007
80 150.30 4248.23 191.11 4234.63 266.74 4529.53 304.44 3.007
81 139.19 4251.94 180.00 4238.33 255.27 4532.18 303.33 3.007
82 150.30 4248.23 191.11 4234.63 266.04 4527.42 302.22 3.007
83 144.74 4250.08 185.56 4236.48 260.48 4529.27 302.22 3.007
84 139.19 4251.94 180.00 4238.33 254.92 4531.12 302.22 3.007
85 139.19 4251.94 180.00 4238.33 254.57 4530.06 301.11 3.007
86 144.74 4250.08 185.56 4236.48 260.13 4528.21 301.11 3.007
87 150.30 4248.23 191.11 4234.63 265.33 4525.30 300.00 3.007
88 144.74 4250.08 185.56 4236.48 259.77 4527.16 300.00 3.007
89 150.30 4248.23 191.11 4234.63 265.68 4526.36 301.11 3.007
90 139.19 4251.94 180.00 4238.33 254.22 4529.01 300.00 3.007
91 150.30 4248.23 193.89 4233.70 269.86 4534.25 310.00 3.007
92 144.74 4250.08 188.33 4235.56 264.30 4536.10 310.00 3.007
93 139.19 4251.94 182.78 4237.41 258.75 4537.96 310.00 3.007
94 150.30 4248.23 193.89 4233.70 269.50 4533.19 308.89 3.007
95 139.19 4251.94 182.78 4237.41 258.39 4536.90 308.89 3.007
96 144.74 4250.08 188.33 4235.56 263.95 4535.05 308.89 3.007
97 144.74 4250.08 188.33 4235.56 263.59 4533.99 307.78 3.007
98 150.30 4248.23 193.89 4233.70 268.80 4531.08 306.67 3.007
99 139.19 4251.94 182.78 4237.41 257.69 4534.78 306.67 3.007
Critical Failure Surface(circle 1)
Intersects: XL: 150.30 YL: 4248.23 XR: 180.00 YR: 4238.33
Centre: XC: 263.05 YC: 4537.00 Radius: R: 310.00
Generated failure surface:(20 points)
150.30 4248.23 151.84 4247.64 153.38 4247.05 154.92 4246.47 156.47 4245.90
158.02 4245.34 159.57 4244.78 161.12 4244.24 162.68 4243.70 164.24 4243.17
165.81 4242.65 167.37 4242.14 168.94 4241.63 170.52 4241.13 172.09 4240.65
173.67 4240.17 175.25 4239.70 176.83 4239.23 178.41 4238.78 180.00 4238.33
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
1 150.30 0.02 21.2 0.77 0.82 1 0.00 45.0 1.78 0.00 2.05 0.95
2 151.07 0.05 21.2 0.77 0.82 1 0.00 45.0 5.28 0.00 6.09 0.95