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7,200 <br /> 7,100 <br /> FS >10 <br /> 7,000 <br /> 6,900 <br /> 00 <br /> 00 6,800 <br /> 6,700 <br /> p 6,600 <br /> (6 <br /> N <br /> LJJ 6,500 <br /> 6,400 <br /> 6,300 <br /> 6,200 <br /> -100 0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 <br /> Horizontal Dstance (ft) <br /> Notes: Case 4 (Dike 2, 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 /> I: I Consultants <br /> Aggregate Industries July 2018 Figure 8 <br />