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7,200 <br /> FS >10 7,100 <br /> E <br /> 7,000 <br /> 6,900 <br /> a <br /> 006,800 00 <br /> 6,700 Z <br /> 6,600 p <br /> +r <br /> 6,500 L Lj <br /> 6,400 <br /> 6,300 <br /> 6,200 <br /> —1,200 —1,100 —1,000 —900 —800 —700 —600 —500 -400 —300 —200 —100 0 100 <br /> Horizontal Distance (ft) <br /> Notes: Case 8 (Dike 4, x = 25 ft) <br /> 1. The Factor of Safety(FS)value shown is for the Morrison Quarry <br /> critical failure surface. Jefferson County, CO Sensitivity Analysis <br /> Stability Results <br /> El Consultants <br /> Aggregate Industries July 2018 Figure 16 <br />