2019-10-11_REVISION - M2008022

• Permit No: M2008022
• IBM Index Class Name: REVISION
• Doc Date: 10/11/2019
• Doc Name: Completeness Response
• From: Greg Lewicki & Assoc.
• To: DRMS
• Email Name: ACY
• Media Type: D
• Archive: No

4 43.26 6.56 26.2 1.93 2.15 1 0.00 45.0 721.99 0.00 280.77 0.84
5 45.19 8.44 25.1 1.95 2.15 1 0.00 45.0 928.40 0.00 362.03 0.84
6 47.14 10.22 25.2 1.95 2.15 1 0.00 45.0 1124.71 32.94 442.20 0.84
7 49.09 5.35 24.1 0.91 0.99 1 0.00 45.0 588.79 56.10 512.40 0.84
8 50.00 9.37 24.1 1.51 1.66 1 0.00 45.0 1030.63 149.59 544.75 0.84
9 51.51 9.63 24.1 1.51 1.66 1 0.00 45.0 1059.30 219.56 569.09 0.84
10 53.02 12.97 23.1 1.98 2.15 1 0.00 45.0 1426.51 387.55 599.76 0.84
11 55.01 13.33 23.1 1.98 2.15 1 0.00 45.0 1466.63 501.07 627.24 0.84
12 56.99 13.76 22.0 2.00 2.15 1 0.00 45.0 1513.53 611.97 656.85 0.85
13 58.98 14.04 22.0 2.00 2.15 1 0.00 45.0 1544.84 720.62 679.91 0.85
14 60.98 14.39 21.0 2.01 2.15 1 0.00 45.0 1582.82 826.75 704.50 0.85
15 62.99 14.59 21.0 2.01 2.15 1 0.00 45.0 1605.39 930.42 723.34 0.85
16 65.00 14.86 20.0 2.02 2.15 1 0.00 45.0 1634.12 986.19 738.76 0.86
17 67.03 14.98 20.0 2.02 2.15 1 0.00 45.0 1647.61 994.33 744.85 0.86
18 69.05 15.15 18.9 2.04 2.15 1 0.00 45.0 1667.04 999.67 751.99 0.86
19 71.09 15.19 18.9 2.04 2.15 1 0.00 45.0 1671.31 1002.23 753.91 0.86
20 73.12 15.28 17.9 2.05 2.15 1 0.00 45.0 1681.10 1002.03 756.98 0.86
21 75.17 15.24 17.9 2.05 2.15 1 0.00 45.0 1676.14 999.07 754.75 0.86
22 77.22 15.24 16.8 2.06 2.15 1 0.00 45.0 1676.04 993.39 753.64 0.87
23 79.28 15.11 16.8 2.06 2.15 1 0.00 45.0 1661.76 984.93 747.21 0.87
24 81.35 15.01 15.8 2.07 2.15 1 0.00 45.0 1651.46 973.62 741.85 0.87
25 83.42 14.80 15.8 2.07 2.15 1 0.00 45.0 1627.64 959.52 731.19 0.87
26 85.49 14.61 14.8 2.08 2.15 1 0.00 45.0 1607.10 942.79 721.47 0.88
27 87.57 14.31 14.8 2.08 2.15 1 0.00 45.0 1573.88 923.31 706.55 0.88
28 89.66 14.03 13.7 2.09 2.15 1 0.00 45.0 1542.93 900.97 692.52 0.88
29 91.75 13.64 13.7 2.09 2.15 1 0.00 45.0 1500.01 875.90 673.25 0.88
30 93.84 7.38 12.7 1.16 1.19 1 0.00 45.0 812.29 472.32 660.01 0.89
31 95.00 9.26 12.7 1.52 1.56 1 0.00 45.0 1018.65 592.31 631.79 0.89
32 96.52 8.62 12.7 1.52 1.56 1 0.00 45.0 948.74 551.66 588.43 0.89
33 98.04 10.87 11.6 2.11 2.15 1 0.00 45.0 1195.55 692.45 536.98 0.90
34 100.15 9.56 11.6 2.11 2.15 1 0.00 45.0 1051.67 609.11 472.35 0.90
35 102.26 8.24 10.6 2.12 2.15 1 0.00 45.0 906.14 522.97 407.36 0.90
36 104.38 6.84 10.6 2.12 2.15 1 0.00 45.0 752.09 434.06 338.11 0.90
37 106.49 5.41 9.6 2.12 2.15 1 0.00 45.0 594.95 342.26 267.82 0.91
38 108.62 3.91 9.6 2.12 2.15 1 0.00 45.0 430.47 247.64 193.78 0.91
39 110.74 2.38 8.5 2.13 2.15 1 0.00 45.0 261.95 150.26 118.12 0.92
40 112.87 0.79 8.5 2.13 2.15 1 0.00 45.0 87.28 50.06 39.36 0.92
-------- ------- ----------
X-S Area: 421.88 Path Length: 81.84 X-S Weight: 46406.57
DATA: Analysis 2 - Geotechnical Stability Exhibit
Material Properties (2 materials)
-------------------
Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 45.0 110.00 Auto
Material: 2 (Mohr-Coulomb Isotropic) - Loose sand, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 34.0 99.00 Auto
Water Properties
----------------
Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400
Material Profiles (1 profile)
-----------------
Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain size
-200.00 6200.00 200.00 6200.00