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Soil Unit Material Type Density(pcf) Phi' (d,,o, C' (pcf) <br /> - Overburden Overburden 83.4 27 0 <br /> F2 Topsoil Stockpile Overburden/Topsoil Mix 81.4 22 0 <br /> Fines Reject Reject Sand and Gravel 87.2 30 0 <br /> F1 \ <br /> Section B <br /> 7,350 FOS = 2. 1 (meets design criteria) 7,350 <br /> 7,300 7,300 <br /> 7,250 7,250 <br /> O 7'� 7'2 O <br /> CU 7,150 r 7,150 <br /> N 7,100 7,10o N <br /> L LJ 7 050 F 7 050 L LI <br /> 7,000 7,000 <br /> 0 200 400 600 800 1000 1200 1400 1600 1800 <br /> Distance (ft) <br /> Note: TRANSIX MIX CONCRETE CO. <br /> 1. The factor of safety(FOS) is for the optimized slip surface calculated using the Spencer method in SLOPE/W HITCH RACK RANCH <br /> (Version 8.14). <br /> 2. Static FOS Criteria>_ 1.5. Stability Analysis <br /> Section B <br /> Closure - Static <br /> NORWEST Pig.B.3 <br /> Rev. A C 0 R P 0 R A T 1 0 N <br />