PERMFILE111914

• Permit No: M1998058
• IBM Index Class Name: Permit File
• Doc Date: 7/23/1995
• Doc Name: GRAVEL OPERATIONS ON THE TELLIER PROPERTY AND THE P&M PROPERTY
• From: DOW
• To: ROUTT CNTY BOARD OF COMMISSIONERS
• Media Type: D
• Archive: No

~ File: 98-35041 - Cut Slo• Evaluation (2:1) Phi = 4• egrees
SINGLE CENTER ANALYSIS
Approximately 40 slices selected
Circle center at X= 115.0, Y= 131.0
FS= 4.118 at R= 21.0

X= 115.0 Y= 131.0 R= 21.0
SLI CE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING
THETA PHI FORCE FORCE TERM TERM
The following slice has a normal force= -539
1 95.9 0.7 1.994 0.000 900 56 0 1372 50
The following slice has a normal force= -183
2 96.6 0.7 1.694 0.000 900 160 0 1210 138
3 97.3 0.7 1.480 0.000 900 249 0 1099 206
4 97.9 0.7 1.315 0.000 900 327 0 1016 260
5 98.6 0.7 1.182 0.000 900 396 0 952 302
6 99.3 0.7 1.071 0.000 900 457 0 901 334
7 100.0 0.7 0.976 0.000 900 493 0 846 344
8 100.7 0.7 0.894 0.000 900 517 0 812 345
9 101.3 0.7 0.821 0.000 900 537 0 783 341
10 102.0 0.7 0.754 0.000 900 554 0 759 333
11 102.7 0.7 0.694 0.000 900 566 0 737 323
12 103.4 0.7 0.638 0.000 900 576 0 719 310
13 104.0 0.7 0.587 0.000 900 582 0 702 295
14 104.7 0.7 0.538 0.000 900 586 0 688 278
15 105.4 0.7 0.493 0.000 900 587 0 675 259
16 106.1 0.7 0.449 1.000 0 600 0 593 246
17 106.7 0.7 0.407 1.000 0 598 0 588 226
18 107.4 0.7 0.366 1.000 0 594 0 58I 205
19 108.1 0.7 0.328 1.000 0 588 0 573 183
20 108.8 0.7 0.290 1.000 0 579 0 563 161
21 109.5 0.7 0.254 1.000 0 567 0 551 139
22 110.2 0.7 0.218 1.000 0 553 0 538 118
23 110.9 0.7 0.183 1.000 0 537 0 523 97
24 111.6 0.7 0.149 1.000 0 518 0 506 76
25 112.2 0.7 0.115 1.000 0 498 0 487 57
26 112.9 0.7 0.082 1.000 0 475 0 467 39
27 113.6 0.7 0.049 1.000 0 449 0 445 22
28 114.3 0.7 0.016 1.000 0 422 0 420 7
29 115.0 0.7 -0.017 1.000 0 407 0 408 -7
30 115.7 0.7 -0.051 1.000 0 372 0 378 -19
31 116.4 0.7 -0.085 1.000 0 336 0 344 -29
32 117.1 0.7 -0.120 1.000 0 296 0 307 -35
33 117.9 0.7 -0.155 1.000 0 255 0 268 -39
34 118.6 0.7 -0.190 1.000 0 210 0 225 -39
35 119.3 0.7 -0.227 1.000 0 164 0 178 -36
36 120.0 0.9 -0.268 1.000 0 130 0 145 -34
37 120.9 0.9 -0.316 1.000 0 44 0 50 -13