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Figure 2. Cross section shooing west profile measured During 3-14-03 <br />inspection and shear strength parunctcrs used instability analyses. <br />c is cohesion in Iwunds per syuarc foot <br />dr is internal friction angle <br />y is unit ~~ eight in pounds per cubic foot <br /><)vcr Iturdcn <br />I" 10 feet ~ 25 psf <br />~ 20 dcgrccs <br />subsurface contacts arc inferrctl y l02 txf <br />Sund xc Gravel <br />C 'Q <br />~ - ?x aeg[ces <br />y 12G pcf <br />Luosr (iravcl <br />c 0 <br />N ?2 acgrccs <br />y Ii2pcl <br />13cdnx k <br />c 300 Fsf <br />'t' 2S degrees <br />y 125 pc( <br />Gypsum R:utch 1'it, Permit \o. \d-1993-014 <br />