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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE 2 <br /> <br />STEWART DITCH SLIDE <br /> <br />SUMMARY OF STABLILITY ANALYSES <br /> <br /> INTERNAL <br />RUN FRICTION FACTOR OF SAFETY <br />NUMBER DESCRIPTION ANGLE ( ) (F.S.) <br />I Preslide Topography 27 0.957 <br />2 Post Slide Topography 27 1.389 <br />3 Existing Topography 27 1.163 <br /> Section B-B <br />4 Proposed Topography 27 1.375 <br /> Section B-B <br /> <br />NOTE: For all runs cohesion (e) = 1200 psf, dry density = 117 <br />pef, and wet density = 134 pef. <br />