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Table 3. Kinematic Anal is Factor of Safety <br /> I <br /> Analysis Description Wall Face Direction Location Bench Factor of Safety <br /> Global-Planar East Section A 1+90-2+40 6950 1.8 <br /> Bench-Planar East Section D 3+95-7+00 6950 1.1 <br /> Global-Planar West Section A 1+90-2+40 6950 3.2 <br /> Bench-Planar West Section D 3+95-7+00 6950 1.7 <br /> Bench-Wedge East Sections A, B, E 6950,7000, 7113 1.0-1.1 <br /> Bench-Wedge West Sections A, B, E 6950,7000, 7113 1.5-1.7 <br /> Global-Rock Toppling East Sections A-C 6640 4.5 <br /> Bench-Rock Toppling East Section A 7190-7260 1.0 <br /> Bench-Rock Toppling East Sections A-D 7050-7170 2.4 <br /> Bench -Rock Toppling East Sections A-G 6600-7113 1.0-4.8 <br /> Global-Rock Toppling West Sections A-C 6640 6.1 <br /> Bench -Rock Toppling West Section A 7190-7260 1.9 <br /> Bench -Rock Toppling West Sections A-D 7050-7170 2.5 <br /> Bench-Rock Toppling West Sections A-G 6600-7113 1.8-5.1 <br /> Aggregate Industries Morrison Quarry GEI Consultants, Inc. <br /> South Quarry Highwall Design Technical Revision 20 August 2017 <br />