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Slice Geometry and Properties (91 elites) <br />Slice X-Left Width Y-Top Y-Base <br />-6 .07 3.00 10. 00 9.46 <br />-3 .07 3.00 10. 00 8.39 <br />-0 .08 2.06 10. 00 7.60 <br />1 .98 2.06 10. 00 7.08 <br />4 .04 2.Ofi 10. 00 6.56 <br />6. 09 2.10 10. 00 6.19 <br />8. 19 2.10 10. 00 5.82 <br />10 .29 2.10 10. 00 5.50 <br />12 .38 2.62 10. 00 5.26 <br />15 .00 1.70 62. 00 5.14 <br />16 .70 1.70 62. 00 5.05 <br />18 .40 0.80 62. 00 4.98 <br />19 .21 2.94 62. 00 5.06 <br />22. 15 2.94 62. 00 5.18 <br />25 .09 2.10 62. 00 5.38 <br />27 .20 2.10 62. 00 5.66 <br />29 .30 2.10 62. 00 5.95 <br />31 .90 2.06 62. 00 6.34 <br />33 .96 2.06 62. 00 6.82 <br />35 .53 2.06 62. 00 7.31 <br />37 .59 3.01 62. 00 B.Ofi <br />40 .61 3.01 62. 00 9.08 <br />93 .62 0.90 62. 00 9.80 <br />44 .52 2.45 62. 00 10.55 <br />96 .97 2.45 62. 00 11.65 <br />49 .92 2.76 62. 00 12.99 <br />52 .19 2.76 62. 00 14.57 <br />54 .95 2.60 62. 00 16.27 <br />57 .55 2.60 62. 00 18.11 <br />60 .15 2.41 62. 00 20.06 <br />62 .57 2.41 62. 00 22.13 <br />69 .98 2.20 62. 00 24.32 <br />61 .18 2.20 62. 00 26.61 <br />69 .39 1.84 62. 00 28.92 <br />71 .22 2.11 62. 00 31.41 <br />73 .39 1.73 62. 00 39.09 <br />75 .06 1.73 62. 00 3fi.76 <br />76 .79 2.93 62. 00 90.92 <br />79 .72 2.37 62. 00 46.70 <br />82 .09 1.80 62. 00 52.70 <br />83 .89 1.21 62. 00 58.88 <br />Base Base Base <br />Angle Matl Cohesion <br />-19.7 3 0.00 <br />-19.7 3 0.00 <br />-14.2 3 0.00 <br />-19.2 3 0.00 <br />-19.2 3 0.00 <br />-8.7 3 0.00 <br />-8.7 3 0.00 <br />8.7 3 OAO <br />-3.2 3 0.00 <br />-3.2 3 0.00 <br />-3.2 3 0.00 <br />0.0 4 500.00 <br />2.3 3 0.00 <br />2.3 3 0.00 <br />7.8 3 0.00 <br />7.8 3 0.00 <br />7.8 3 0.00 <br />13.2 3 0.00 <br />13.2 3 0.00 <br />13.2 3 0.00 <br />18.7 3 0.00 <br />1A .7 3 0.00 <br />24.2 3 0.00 <br />24.2 2 0.00 <br />24.2 2 0.00 <br />29.7 2 0.00 <br />29.7 2 0.00 <br />35.2 2 0.00 <br />35.2 2 0.00 <br />40.7 2 0.00 <br />40.7 z o.oo <br />46.2 2 0.00 <br />46.2 2 0.00 <br />Sl.fi 2 0.00 <br />51.6 2 0.00 <br />57.1 2 0.00 <br />57.1 2 0.00 <br />62.6 2 0.00 <br />60.1 2 0.00 <br />73.6 2 0.00 <br />79.1 1 0.00 <br />Total <br />Weight <br />186.07 <br />558.21 <br />572.85 <br />696.81 <br />820.77 <br />939.03 <br />1017. oz <br />1095.02 <br />1937.93 <br />11349.09 <br />11367.93 <br />5305.05 <br />19667.10 <br />19627.19 <br />13964.63 <br />13899.82 <br />13824.98 <br />13489.13 <br />13372.75 <br />13256.35 <br />19082.66 <br />18725.53 <br />5532.66 <br />14808.03 <br />14486.60 <br />15897.22 <br />15378.75 <br />13992.35 <br />13375.01 <br />11851.51 <br />11256.01 <br />9707.22 <br />9105.38 <br />7081.88 <br />7521.57 <br />5599.13 <br />5049.93 <br />7110.30 <br />4133.97 <br />1847.07 <br />388.50 <br />PoreWater <br />come <br />706.38 <br />319.13 <br />318.09 <br />386.92 <br />955.76 <br />511.91 <br />553.89 <br />596.37 <br />775.34 <br />599.12 <br />623.92 <br />320.46 <br />1282.27 <br />1454.17 <br />1139.68 <br />1201.18 <br />1262.68 <br />1310.08 <br />1343.39 <br />1376.70 <br />2095.99 <br />2106.27 <br />654.05 <br />1750.33 <br />1712.26 <br />1946.39 <br />1829.30 <br />1680.88 <br />1501.19 <br />1290.89 <br />1050.15 <br />780.00 <br />480.46 <br />153.76 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />DATA: Analysis 3 - 45-foot Setback from Hwy 85 in Vicinity of Monitoring Well MW-03 <br />Material and Water Properties (4 materials) <br />Material: 1 (Mohr-Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />0.00 33.0 103.00 1.10 <br />Material: 2 (Mohr-Coulomb isotropic) <br />Cohesion Phi UnitWeight Ru <br />0.00 35.0 119.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />0.00 14.0 116.00 1.10 <br />Material: 4 (Mohr-Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />500.00 26.0 116.00 1.10 <br />Unit weight of water: 62.450 <br />Material Profiles (4 profiles) <br />- Overburden <br />Sand and Gravel <br />- Weathered Claystone <br />Claystone Bedrock <br />Unit weight of water/medium above 9cound: 62.450 <br />Profile: 1 (2 points) Material beneath: 1 - Overburden <br />-20.00 62.00 120.00 62.00 <br />Profile: 2 (2 points) Material beneath: 2 -Sand and Gravel <br />-20.00 57.00 120.00 57.00 <br />Profile: 3 12 points) Material beneath: 3 - Weathered Claystone <br />-20.00 10.00 120.00 10.00 <br />Profile: § (2 points) Material beneath; § -Claystone Bedrock <br />-20.00 5.00 120.00 5.00 <br />Slope Surface (4 points) <br />-20.00 10.00 90.00 10.00 40.10 62.00 <br />Phxeatic Surface (3 points) <br />-20.00 10.00 40.00 10.00 120.00 35.00 <br />Distributed Loads (1 load) <br />Load X-Left Pressure X-Right Pressure <br />1 85.10 300.0 105.00 300.0 <br />120.00 62.00 <br />Normal Test <br />Stress Factor <br />64.74 1.16 <br />199.22 1.16 <br />286.69 1.10 <br />348.73 1.10 <br />910.77 1.10 <br />955.57 1.05 <br />993.91 1.05 <br />531.25 1.05 <br />552.75 1.01 <br />6756.96 1.01 <br />6767.09 1.01 <br />6689.85 1.00 <br />6623.29 0.99 <br />6610.39 0.99 <br />6454.23 0.98 <br />6422.95 0.98 <br />6391.66 0.98 <br />6222.12 0.97 <br />6169.59 0.97 <br />6116.95 0.97 <br />5912.95 0.98 <br />5803.46 0.98 <br />5607.26 0.99 <br />4805.77 0.89 <br />4701.95 0.89 <br />4343.15 0.84 <br />9196.89 0.84 <br />3823.69 0.83 <br />3656.92 0.83 <br />3277.56 0.84 <br />3092.83 0.89 <br />2707.37 0.85 <br />2507.30 0.85 <br />2123.83 0.88 <br />1938.49 0.88 <br />1601.61 0.91 <br />1444.50 0.91 <br />1066.39 0.95 <br />658.09 1.01 <br />316.31 1.09 <br />77.04 1.26 <br />