PERMFILE102461

• Permit No: M2004078
• IBM Index Class Name: Permit File
• Doc Date: 3/12/2005
• Doc Name: Mining Setbacks from Permanent Valuable Structures
• From: DMG-acs
• To: DMG-esc
• Media Type: D
• Archive: No

18 31. 90 2.06 62. 00 6. 34 13.2 3 0.00 13989 .13 1118 .77 6190 .85 0.97
19 3] .96 2.06 62. 00 6. 82 13.2 3 D.DD 11372 .75 1159 .60 61]8 .79 0.97
20 35 .53 2.06 62. 00 7. 31 13.2 3 0.00 13256 .35 1200 .42 6086 .72 0.97
21 37. 59 3.01 62. 00 8. 06 18.7 3 0.00 19082 .66 1899 .89 5872 .22 0.97
22 40 .61 3.01 62. 00 9. 08 18.7 3 O.DO 18725 .53 1872 .17 5763 .88 0.97
23 43 .62 0.90 62. 00 9. 80 24.2 3 0.00 5532 .66 589 .58 5558 .10 0.98
29 44. 52 2.45 62. 00 10. 55 29.2 2 0.00 14808 .03 1569 .37 4706 .09 0.83
25 96 .97 2.45 62. 00 11. 65 24.2 2 0.00 14486 .60 1542 .60 4604 .57 0.83
26 49 .42 2.7fi fi2. 00 12. 99 29.7 2 0.00 15897 .22 1759 .79 9237 .09 0.82
27 52 .19 2.76 62. 00 19. 57 29.7 2 0.00 15378 .75 1657 .73 4094 .81 0.82
28 54 .95 2.60 62. 00 16. 27 35.2 2 0.00 13942 .35 1523 .95 3716 .15 0.81
29 57 .55 2.60 62. 00 18. 11 35.2 2 0.00 13375 .01 1358 .40 3553 .97 0.81
30 60 .15 2.91 62. 00 20. 06 90.7 2 0.00 11851 .51 1161 .84 3172 .15 0.81
31 62 .57 2.41 62. 00 22. 13 40.7 2 0.00 11256 .01 939 .27 2992 .93 0.81
32 69 .98 2.20 62. 00 24. 32 46.2 2 0.00 9707 .22 676 .73 2607 .07 0.82
33 67 .18 2.20 62. 00 26. 61 46.2 2 0.00 9105 .38 389 .22 2412 .33 0.82
39 69 .39 1.41 62. 00 28. 65 51.6 2 0.00 5466 .58 87 .37 2053 .57 0.84
35 70 .79 2.59 62. 00 31. 14 51,6 2 0.00 9136 .87 0 .00 1879 .82 0.84
36 73 .34 1.73 62. 00 39. 09 57.1 2 0.00 5599 .13 0 .00 1532 .50 0.87
37 75 .06 1.73 62. 00 36. 76 57,1 2 0.00 5099 .93 0 .00 1382 .17 0.87
38 76 .79 2.93 62. 00 40. 92 62.6 2 0.00 7110 .30 0 .00 1015 .62 0.91
39 79 .72 2.37 62. 00 46. 70 68.1 2 0.00 4133 .97 0 .00 623 .47 0.96
40 82 .09 1.80 62. 00 52. 70 73.6 2 0.00 1897 .07 0 .00 297 .94 1.03
91 83 .89 1.21 62. 00 58. 88 79.1 1 0.00 388 .50 0 .00 72. 15 1.18
DATA: Analysis 2 - 70-foot Setback from Hwy 85 in Vicinity of Monitoring Well MW-03
Material and Water Properties (4 materials)
Material: 1 (Mohr-Coulomb Isotropic) - Overburden
Cohesion Phi UnitWeight Ru
0.00 33.0 103.00 1.10
Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel
Cchesion Phi UnitWeight Ru
0.00 35.0 119.00 1.10
Material: 3 (Mohr-Coulomb Isotropic) - Weathered Claystone
Cohesion Phi UnitWeight Ru
0.00 14.0 116.00 1.10
Material: 9 (Mohr-Coulomb Isotropic) -Claystone Bedrock
Cohesion Phi UnitWeight Ru
500.00 26.0 116.00 1.10
Unit weight of water: 62.§50 Unit weight of waterjmedium above ground: 62.450
Material Profiles 19 profiles)
Profile: 1 (2 points) Material beneath: 1 - Overburden
-20.00 fi2.00 120.00 fi2.00
Profile: 2 12 points) Material beneath: 2 - Sand and Gravel
-20.00 57.00 120.00 57.00
Profile: 3 12 paints) Material beneath: 3 - Weathered Claystone
-20.00 10.00 120.00 10.00
Profile: 4 (2 points) Material beneath: 4 - Claystone Bedrock
-20.00 5.00 120.00 5.00
Slope Surface (4 points)
-20.00 10.00 15.00 10.00 15 .10 62.00 120. 00 62. 00
Phreatic Surface (4 points)
-20.00 10.00 15.00 10.00 85. 00 35.00 120. 00 40. 00
Distributed Loads (1 load)
____
_
_____
__
Load %-Left Pressure X-Right Pressure
1 85.10 300.0 105.00 300.0
Pailure Surface
Circular surface defined by: XL, XR,R
Circle centre: %C: 19.28 YC: 71.48 Circle radius : A: 66.50
Intersections: %L: -6.07 YL: 10.00 %R: 85.10 YR: 62.00
Generated failure surface (20 points)
-6.07 10.00 -0.08 7.86 6 .09 6.30 12. 38 5. 34 18 .79 9 .98
25.09 5.23 31.40 6.09 37 .59 7.55 43. 62 9. 59 99 .92 12 .20
54.95 15.36 60.15 19.02 64 .98 23.17 69. 39 27. 76 73 .34 32. 75
76.79 38.09 79.72 93.74 82 .09 99.65 83. 89 55. 75 85 .10 62 .00
RESULTS: Analysis 2 - 70-foot Setback from Hwy OS in Vicinity of Monitoring Well MW-03
Bishop Simplified Method of Analysis - Circular Failure Surface
Factor of Safety: 1.06