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

5 45.19 10.66 25.2 2.40 2.65 1 0.00 45.0 1172.22 0.00 419.69 0.95
6 47.60 8.01 25.2 1.50 1.65 1 0.00 45.0 880.85 36.22 509.33 0.95
7 49.09 5.35 24.1 0.91 0.99 1 0.00 45.0 588.79 56.10 569.95 0.95
8 50.00 9.37 24.1 1.51 1.66 1 0.00 45.0 1030.63 149.59 602.09 0.95
9 51.51 9.63 24.1 1.51 1.66 1 0.00 45.0 1059.30 219.56 624.17 0.95
10 53.02 12.97 23.1 1.98 2.15 1 0.00 45.0 1426.51 387.55 650.52 0.95
11 55.01 13.33 23.1 1.98 2.15 1 0.00 45.0 1466.63 501.07 674.95 0.95
12 56.99 13.76 22.0 2.00 2.15 1 0.00 45.0 1513.53 611.97 699.91 0.95
13 58.98 14.04 22.0 2.00 2.15 1 0.00 45.0 1544.84 720.62 719.84 0.95
14 60.98 14.39 21.0 2.01 2.15 1 0.00 45.0 1582.37 826.48 739.90 0.95
15 62.99 14.59 21.0 2.01 2.15 1 0.00 45.0 1604.83 930.13 755.41 0.95
16 65.00 14.86 20.0 2.02 2.15 1 0.00 45.0 1634.69 1031.93 789.34 0.95
17 67.02 14.98 19.9 2.02 2.15 1 0.00 45.0 1648.07 1130.62 837.76 0.94
18 69.05 15.15 18.9 2.04 2.15 1 0.00 45.0 1667.04 1226.70 886.12 0.94
19 71.09 15.19 18.9 2.04 2.15 1 0.00 45.0 1671.31 1320.54 930.50 0.94
20 73.12 15.28 17.9 2.05 2.15 1 0.00 45.0 1681.10 1411.87 974.85 0.95
21 75.17 15.24 17.9 2.05 2.15 1 0.00 45.0 1676.14 1500.71 1015.16 0.95
22 77.22 15.24 16.8 2.06 2.15 1 0.00 45.0 1676.04 1587.10 1055.41 0.95
23 79.28 15.11 16.8 2.06 2.15 1 0.00 45.0 1661.76 1670.96 1091.63 0.95
24 81.35 15.01 15.8 2.07 2.15 1 0.00 45.0 1651.46 1752.23 1127.71 0.95
25 83.42 14.80 15.8 2.07 2.15 1 0.00 45.0 1627.64 1830.92 1159.80 0.95
26 85.49 14.61 14.8 2.08 2.15 1 0.00 45.0 1607.10 1907.30 1191.64 0.95
27 87.57 14.31 14.8 2.08 2.15 1 0.00 45.0 1573.88 1981.06 1219.56 0.95
28 89.66 14.03 13.7 2.09 2.15 1 0.00 45.0 1542.93 2052.19 1247.19 0.95
29 91.75 13.64 13.7 2.09 2.15 1 0.00 45.0 1500.01 2120.83 1270.88 0.95
30 93.84 7.38 12.7 1.16 1.19 1 0.00 45.0 812.29 1200.39 1289.83 0.95
31 95.00 9.26 12.7 1.52 1.56 1 0.00 45.0 1018.65 1601.92 1296.65 0.95
32 96.52 8.62 12.7 1.52 1.56 1 0.00 45.0 948.74 1635.22 1299.55 0.95
33 98.04 10.87 11.6 2.11 2.15 1 0.00 45.0 1195.55 2311.46 1302.26 0.95
34 100.15 9.56 11.6 2.11 2.15 1 0.00 45.0 1051.67 2369.85 1301.82 0.95
35 102.26 8.24 10.6 2.12 2.15 1 0.00 45.0 906.14 2425.74 1300.32 0.96
36 104.38 6.84 10.6 2.12 2.15 1 0.00 45.0 752.09 2479.02 1295.49 0.96
37 106.49 5.41 9.6 2.12 2.15 1 0.00 45.0 594.95 2529.65 1289.17 0.96
38 108.62 3.91 9.6 2.12 2.15 1 0.00 45.0 430.47 2577.76 1279.84 0.96
39 110.74 2.38 8.5 2.13 2.15 1 0.00 45.0 261.95 2623.22 1268.71 0.96
40 112.87 0.79 8.5 2.13 2.15 1 0.00 45.0 87.28 2666.13 1254.89 0.96
-------- ------- ----------
X-S Area: 421.88 Path Length: 81.84 X-S Weight: 46406.55
DATA: Analysis 4 - 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