2008-11-20_PERMIT FILE - M2008078 ‎(2)‎

• Permit No: M2008078
• IBM Index Class Name: PERMIT FILE
• Doc Date: 11/20/2008
• Doc Name: Slope Stability Report- Overview and Appendix A to C.
• From: GP Ranches, LLC
• To: DRMS
• Media Type: D
• Archive: No

GP-A-EQ.OPT
is specified by 23 coo rdinate points
Point x-surf y-surf
No. (ft) (ft)
1 188.18 203.39
2 193.18 203.22
3 198.18 203.28
4 203.17 203.56
5 208.14 204.08
6 213.09 204.82
7 217.99 205.79
8 222.85 206.98
9 227.65 208.39
10 232.37 210.02
11 237.02 211.86
12 241.58 213.92
13 246.04 216.18
14 250.39 218.64
15 254.62 221.30
16 258.73 224.15
17 262.70 227.19
18 266.53 230.40
19 270.21 233.79
20 273.73 237.34
21 277.09 241.05
22 280.27 244.91
23 281.52 246.58
**** Simplified BISHOP FOS = 1.142 ****
The following is a summary of the TEN most critical surfaces
Problem Description : West Farm - Case A - EQ
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (ft) (ft) (ft) (ft) (ft-lb)
1. 1.142 194.41 312.45 109.24 188.18 281.52 1.571E+07
2. 1.161 195.94 315.40 112.28 188.18 284.61 1.655E+07
3. 1.176 205.50 295.00 91.73 188.84 283.38 1.338E+07
4. 1.180 196.32 308.36 104.70 188.44 280.85 1.501E+07
5. 1.184 200.05 306.10 102.51 188.58 283.47 1.509E+07
6. 1.188 206.47 293.42 90.06 188.97 283.37 1.316E+07
7. 1.197 199.99 309.27 105.65 188.58 285.01 1.578E+07
8. 1.197 210.04 286.36 83.36 189.23 283.28 1.216E+07
9. 1.198 206.75 295.72 92.37 188.97 284.92 1.366E+07
10. 1.200 201.51 305.18 101.47 188.71 284.33 1.508E+07
* * * END OF FILE * * *
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