PERMFILE138562

• Permit No: M2004078
• IBM Index Class Name: Permit File
• Doc Date: 5/11/2005
• Doc Name: Stability Analysis Results for Setback Established from Highway 85 Right of Way
• From: DMG
• To: File
• Media Type: D
• Archive: No

Material Profiles (9 p
Profile: 1 (2 points)
-50.00 62.00
Profile: 2 (2 points)
-50.00 57.00
Profile: 3 (2 points)
-50.00 10.00
Profile: 9 (2 points)
-50.00 7.50
ofiles)
Material beneath: 1
150.00 62.00
Material beneath: 2
lso.oo s7.oo
Material beneath: 3
150.00 10.00
Material beneath: 9
150.00 7.50
Slope Surface 17 points)
-so.0o 10.00 -10.00 10.00
95.00 62.00 150.00 62.00
Phreatic Surface (6 points)
-50.00 10.00 -5.00 10.00
Overburden
Sand and Gravel
weathered Clays[one
Claystone Bedrock
-e.so e.00
5.00 15.00
Distributed Loads (1 load)
Load X-Left Pressure X-Right Pressure
1 120.10 300.0 140.00 300.0
Failure Surface
Non-circular surface 13 points)
-6.13 8.50 90.00 8.50 95.00 62.00
-6.so e.oo
115.00 37.00
-s.oo 10.00
150.00 37.00
RESULTS: Analysis 4 - 100-foot Setback, toe of elope to Hwy 85 RON, eloped Co property line
Spencer-Wright Method of Analysis - Non-Circular Failure Surface
Factor of Safety: 0.88
Final Angle of Interelice Forces; 23.6 degrees
Negative interslice forces exist on one or more slices - examine slice data and consult [he Galena Users' Guide
effective stress line of thrust for one or more slices is not within middle third of slice
Examine slice data and consul[ the Galena Users' Guide
Slice Geometry and Properties (39 slices)
Slice X-Left Midth Y-Top Y-Base
1 -6. 13 1.13 9. 25 8.50
2 -5 .00 1.21 10 .84 8.50
3 -1 .79 3.21 12 .51 8.50
4 1. 43 3.21 14 .18 8.50
5 9. 69 3.21 15 .85 8.50
6 7. 86 3.21 17 .52 8.50
7 11. 07 3.21 19 .19 8.50
8 14. 29 3.21 20. 86 8.50
9 17. 50 3.21 22. 59 8.50
10 20. 71 3.21 29. 21 8.50
11 23. 93 3.21 25. 88 8.50
12 27. 14 3.21 27. 55 8.50
13 30. 36 3.21 29. 22 8.50
14 33. 57 3.21 30 .89 0.50
15 36. 79 3.21 32 .56 8.50
16 40. 00 1.59 33 .80 9.25
17 41. 54 3.19 35 .03 11.55
18 44. 73 3.19 36. 69 19.65
19 47. 91 3.19 38. 34 17.75
20 51. 10 3.19 40. 00 20.85
21 59. 28 3.19 41. 66 23.94
22 57. 97 3.10 43. 29 27.00
23 60. 57 3.10 44. 90 30.02
24 63. 67 3.10 96. 52 33.09
26 66. 78 3.10 98. 13 36.05
26 fi9. 88 3.10 99. 79 39.07
27 72. 98 3.10 51. 36 42.09
28 76. 08 3.10 52. 97 45.10
29 79. 18 3.10 54. 58 48.12
30 82. 28 3.10 56. 19 51.14
31 85. 38 2.24 57. 58 53.79
32 87. 62 2.29 58. 75 55.91
33 89. 86 2.57 60. 00 58.25
34 92. 43 2.57 61. 33 fi0.78
RHS 95. 00
Hass Hase Base
Angle Ma[1 Cohesion
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
o.0 3 o.aa
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
0.0 3 0.00
94.2 3 0.00
44.2 2 0.00
44.2 2 0.00
44.2 2 0.00
a4.z z o.oo
49.2 2 0.00
99.2 2 0.00
99.2 2 0.00
94.2 2 0.00
44.2 2 0.00
44.2 2 0.00
44.2 2 0.00
44.2 2 0.00
49.2 2 0.00
99.2 2 0.00
49.2 2 0.00
44.2 2 0.00
94.2 1 0.00
99.2 1 0.00
Total
Height
97.88
878.95
1518.27
2157.59
2796.91
3436.23
4075.55
9719.87
5359.20
5993.52
6632.84
7272.16
7911.49
8550.80
9190.13
9501.79
8901.53
8354.77
7808.00
7261.25
6714.50
6011.85
5993.60
9975.33
4457.09
3938.83
3420.58
2902.32
2384.07
1865.81
1003.93
692.03
962.02
159.01
PoreNater
Force
105.38
962.90
785.01
1107.61
1354.94
1483.98
1613.03
1742.07
1871.11
zaao.ls
2129.19
2258.24
2387.28
2516.32
2695.36
1733.fi9
3079.51
2391.29
1708.06
1024.84
341.61
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oo
Side Farce 1/h 1'/h
(LNS) (LHS) (LHS)
0.00 0.00 0.00
15.90 0.16 0.34
162.45 0.25 0.33
420.43 0.26 0.33
789.84 0.27 0.33
1297.16 0.27 0.33
1984.01 0.26 0.33
2850.39 0.26 0.33
3896.30 0.26 0.33
5121.75 0.26 0.33
6526.72 0.26 0.33
8111.22 0.26 0.33
9875.25 0.26 0.33
11818.81 0.26 0.33
13991.89 0.26 0.33
16299.51 0.26 0.33
13682.70 0.28 0.33
10734.83 0.30 0.33
8290.88 0.32 0.33
6350.83 0.35 0.33
4914.68 0.38 0.33
3982.93 0.39 0.33
3397.48 0.39 0.39
2767.26 0.39 0.39
2241.78 0.39 0.39
1771.03 0.39 0.39
1355.02 0.39 0.39
993.75 0.38 0.38
687.21 0.38 0.38
935.92 0.37 0.37
238.35 0.36 0.36
132.37 0.33 0.33
59.28 0.23 0.23
-6.30 0.59 0.59
-28.16 0.00 0.00
DATA: Analysis 5 - 100-Foot Setback, eloped to prop. line, fully softened clayatone