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<br />Results ead Conclusions of Stability Analysis <br />The results of the slope stability analysis produced a minimum FOS <br />of 1.5. This occurred in the forced failure mode analysis. Values <br />of 1.1 to 1.3 in the extreme case condition - which this is - would <br />indicate cause for concern. Under these set of circumstances a FOS <br />of 1.5 is well within the expected range of reasonable values. <br />To conclude, the probability of a potential failure causing <br />structural damage to the gas pipeline or any structure beyond ten <br />feet from the shoulder of the embankment is very unlikely to occur. <br />It is important to note that all material properties used for this <br />analysis are very conservative and in actuality the FOS will be <br />higher. <br />G1~-/ow 55 <br />/Zmr 9 1S; 2 <br />