2018-09-06_REVISION - M1973021 ‎(10)‎

• Permit No: M1973021
• IBM Index Class Name: REVISION
• Doc Date: 9/6/2018
• Doc Name Note: PART 5 OF 7
• Doc Name: Request For Amendment To Permit
• From: GEI Consultants
• To: DRMS
• Type & Sequence: AM6
• Email Name: ECS
• Email Name: MAC
• Media Type: D
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RocTopple Analysis Information
Morrison Quarry:Summary of Geotechnical Data 2014-2016
Project Summary
File Name MQAII Data_Individual Bench 7000E Direct Toppling West Facing.rtop
File version 1.005
Project Title Morrison Quarry:Summary of Geotechnical Data 2014-2016
Analysis Individual Bench 7000-Rock Toppling Analysis-2014 Data
Author SMJ
Company GE)Consultants,Inc
Date Created 5/24/2017,3:20:30 PM
Comments
Stability of Bench 7000
Sections A-C
Collected 2014
General Settings
Units Imperial,stress as psf
Unit Weight of Water(Ibs/ft) 62.4
Analysis Type Deterministic
Analysis Results
Factor of Safety
Factor of Safety 2.862
Block Details
Index Heigh(ft) Weight(Ibs) Yn/x Type Base Tension Pn-1,t(Ibs) Pwl,s(Ibs) Pn-1(lbs) Pn,t(Ibs) Pn,s(Ibs) Pn(Ibs) Qn(Ibs) Rn(Ibs) Sn(Ibs) Sn/Rn Mode
40 3.830 1054.013 2.394 Group No -23327.015 -208.997 0.0DO 0.000 O.D00 0.000 0.000 1013.182 290.525 0.2867 Stable
39 4.780 1315.411 2.987 Group No -18668.635 .198.430 0.0DO 0.ODO 0.000 0.000 0.000 1264.454 362.576 0.2867 Stable
38 5.730 1576.810 3.581 Group No -15542.813 -187.862 0.000 0.000 0.000 0.000 0.000 1515.727 434.628 0.2867 Stable
37 6.680 1838.208 4.175 Group No -13295.747 -177.295 0.000 0.000 0.000 0.000 0.000 1766.999 506.679 0.2867 Stable
36 7.629 2099.606 4.768 Group No -11599.225 -166.728 0.000 0.000 0.000 0.000 0.000 2018.271 578.730 0.2867 Stable
35 8.579 2361.005 5.362 Group No -10270.386 -156.160 0.000 0.000 0.000 0.000 0.000 2269.544 650.781 0.2867 Stable
34 9.529 2622.403 5.956 Group No -9199.279 -145.593 0.000 0.000 0.000 0.000 0.000 2520.816 722.832 0.2867 Stable
33 10.479 2983.802 6.549 Group No -8315,820 -135.025 0.000 0.000 0.000 0.000 0.000 2772.098 794.884 0.2867 Stable
32 11.429 3145.200 7.143 Group No -7573222 -124.458 0.000 0.000 0.000 0.000 0.000 3023.361 866.935 0.2967 Stable
31 12379 3406.599 7.737 Group No -6939.058 -113.891 0.000 0.000 0.000 0.000 0.000 3274.633 938.986 0.2867 Stable
30 13.328 3667.997 8.330 Group No -6390.147 -103.323 0.000 0.000 0.000 0.000 0.ODO 3525.905 1011.037 0.2867 Stable
29 14.278 3929.396 8.924 Group No -5909.474 -92.756 0.000 0.000 0.000 0.000 0.DDO 3777.177 1083,088 0.2867 Stable
28 15.228 4190.794 9.518 Group No -5494.270 -82.189 0.D00 0.000 0.000 0.000 0.000 4028.450 1155.139 0.2867 Stable
27 16.178 4452.192 10.111 Group No -5104.765 -71.621 0.000 0.000 0.000 0.000 O.ODO 4279.722 1227.191 0.2867 Stable
26 17.128 4713.591 10.705 Group No -4763.357 -61.054 0.DDO 0.000 0.000 0.000 0.000 4530.994 1299.242 0.2867 Stable
25 18.078 4974.989 11.299 Group No -4454.039 -50.487 0.000 0.000 0.000 0.000 0.000 4782.267 1371.293 0.2967 Stable
24 19.028 5236.388 11.892 Group No -4172.007 -39.919 0.000 0.000 0.000 0.000 0.0DO 5033.539 1443.344 0.2867 Stable
23 19.977 5497.786 12.486 Group No -3913.368 -29.352 0.000 0.DDO 0.000 0.000 0.000 5294.811 1515.395 0.2867 Stable
22 20.927 5759.185 13.080 Group No -3674.937 -18,785 0.000 0.000 0.000 0.000 0.000 5536-084 1587.446 0.2867 Stable
21 21.877 6020.583 13.673 Group No -3454.082 -8.217 0.000 0.000 0.000 0.000 0.000 5787.356 1659.498 0.2867 Stable
20 22.827 6281.982 14.267 Group No -3248.609 936.786 936.786 0.000 O.D00 0.000 0.000 2219.771 794.763 0.3580 Sliding
19 23.777 6543.380 14.861 Group No -2992.161 989.403 989.403 -3248.609 936.786 936.786 3818.857 6127.658 1750.984 0.2858 Sliding
18 24.727 6804.778 15.454 Group No -2795.148 1053.259 1053.259 -2992.161 989.403 989.403 3981.099 6376.190 1811.794 0.2842 Sliding
17 25.677 7066.177 16.048 Group No -2605.071 1128.356 1128.356 -2795,148 1053.259 1053.259 4146.092 6624.702 1872.605 0.2827 Sliding
16 26.626 7327.575 16.641 Group No -2420.785 1214.694 1214.694 -2605.071 1128.356 1128.356 4313.835 6873.224 1933.416 0.2813 Sliding
15 27.576 7598.974 17.235 Group No -2241.306 1312.272 1312.272 -2420.785 1214.694 1214.694 4494.329 7121.746 1994.227 0.2800 Sliding
14 28.526 7850.372 17.829 Group No -2065.779 1421.090 1421.090 -2241.306 1312.272 1312.272 4657.573 7370.268 2055.038 0.2788 Sliding
13 29.476 8111.771 18.422 Group No -1893.459 1541.148 1541.148 -2065.779 1421.090 1421.090 4833.567 7618.790 2115.849 0.2777 Sliding
12 30.426 8373.169 19.016 Group No -1723.696 1672.447 1672.447 -1893.459 1541.148 1541.148 5012.312 7867.312 2176.659 0.2767 Sliding
11 31.376 8634.568 19.610 Group No -1555.916 1814.986 1814.986 -1723.696 1672.447 1672.447 5193.907 8115.833 2237.470 0.2757 Sliding
10 32.325 8895.966 20.203 Group No -1474.192 1892.860 1892.860 -1555.916 1814.986 1814.986 5378.053 8674.567 2374.187 0.2737 Sliding
9 31.022 8537.204 19.389 Group No -1717.546 1844.286 1844.286 -1474.192 1892.860 1892.860 5254.838 8787.195 2401.746 0.2733 Sliding
8 27.405 7541.746 17.128 Group No -2315.113 1752.907 1752.907 -1717.546 1844.286 1844.286 4674.130 7840.773 2170.166 0.2768 Sliding
7 23.787 6546.287 14.867 Group No -3171.152 1618.723 1618.723 -2315.113 1752.907 1752.907 4082.948 6894.351 1938.586 0.2812 Sliding
6 20.170 5550.829 12.606 Group No -4360.044 1441.733 1441.733 -3171.152 1618.723 1618.723 3481.292 5947.929 1707.006 0.2870 Sliding
5 16.553 4555.370 10.346 Group No -6160.936 1221.937 1221.937 -4360.044 1441.733 1441.733 2869.161 5001.507 1475.426 0.2950 Sliding
4 12.936 3559.912 8.085 Group No -9313.641 959.337 959.337 -6160.936 1221.937 1221.937 2246.557 4055.085 1243.846 0.3067 Sliding
3 9.319 2564.453 5.824 Group No -16636.320 653.930 653.930 -9313.641 959.337 959.337 1613.479 3108.663 1012266 0.3256 Sliding
2 5.701 1568.995 3.563 Group No -57543.169 305.718 305.718 -16636.320 653.930 653.930 969.926 2162.241 780.685 0.3611 Sliding
1 2.094 573.536 1.303 Toe No -42816.493 0.000 O.D00 -57543.169 305.718 305.718 315.900 867.218 463.806 0.5348 Sliding
Note:Index 1 is the toe ofthe slope.
Slope Geometry
Property Value
Slope Angle(°) 85 _..... _.. _....
Slope Height(it) 40
Upper Slope Angle(') 2
Toppling Joint Spacing(ft) 1.6
Toppling Joint Dip(') 74
Overall Base Inclination(') 35
MQ All Data Individual Bench 7000E Direct Toppling West Facing.rtop GEI Consultants,Inc 5/24/2017,3:20:30 PM