PERMFILE45871

• Permit No: m2004044
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2004
• Doc Name: Application Part 3 - Gravel Mine Slope Stability Analysis
• From: Aggregate Industries - WCR Inc.
• To: DMG
• Media Type: D
• Archive: No

is specified by 18 coordinate points

' Point x-surf y-surf
No. (ft) (ftj
1 68.59 35.00
2 75.37 33.27
3 82.30 32.22
4 89.29 31.86
5 96.28 32.19
6 103.20 33.21
7 109.99 34.91
8 116.58 37.27
9 122.91 40.28
10 128.90 43.89
11 134.51 48.08
12 139.68 52.80
13 144.36 58.01
14 148.50 63.65
15 152.06 69.68
16 155.00 76.03
17 157.31 82.64
18 157.88 85.00
**** Simplified BISHOP FOS = 1.021 ****
The following is a summary of the TEN most critical surfaces
Problem Description East Pit North Border to Existing
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. 1.021 89.44 102.60 70.74 68.59 157.88 9.759E+06
2. 1.045 93.50 102.94 70.95 73.69 162.08 9.976E+06
3. 1.053 95.58 100.16 68.15 76.76 161.97 9.486E+06
4. 1.054 83.23 110.66 78.73 61.45 157.64 1.137E+07
5. 1.055 92.27 103.33 71.21 72.67 161.04 1.009E+07
6. 1.063 94.83 103.47 71.36 75.73 163.72 1.019E+07
7. 1.064 87.90 114.73 82.81 65.53 165.17 1.245E+07
8. 1.066 92.76 119.60 87.71 69.61 177.46 1.407E+07
9. 1.074 85.05 117.34 85.38 62.47 164.00 1.299E+07
10. 1.075 90.92 122.34 90.41 67.57 177.70 1.470E+07
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