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JOB TITLE : South Quarry Highwall- local (-10^3) <br /> FLAC/SLOPE (Version 7.00) <br /> 8,250 <br /> Configuration: <br /> LEGEND Bench Height above El. 7000: 40 ft <br /> Bench Width above El. 7000: 40 ft <br /> Bench Height below El. 7000: 70 ft 7.750 <br /> 5-Jun-17 11.03 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 900 <br /> Intermediate Bench Width: 40 ft <br /> Factor of Safety 1.28 <br /> Material Properties: 7.250 <br /> Shear Strain Rate Contours y - 160 pcf <br /> 5.00E-06 c' =64.2 psi = 9245 psf <br /> 1.00E-05 V = 21 8° <br /> 1.50E-05 <br /> 2.00E-05 6.750 <br /> 2.50E-05 <br /> 3.00E-05 <br /> 3.50E-05 <br /> Contour interval= 5.00E-06 6.250 <br /> (zero contour omitted) <br /> Grid plot <br /> 0 1E 3 <br /> 5.750 <br /> 5.250 <br /> Morrison Quarry <br /> -0 750 -0250 0 250 0.750 1.250 1.750 <br /> (*10^3) <br /> Notes: Morrison Quarry , Case 6 <br /> 1.The Factor of Safety(FS)value shown is for the South Quarry Highwall <br /> critical failure surface. Proposed Benching <br /> Jefferson County, CO F Stability Results <br /> G `I Consultants <br /> Aggregate Industries June 2017 Figure C-6 <br />