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1.2 Flooded Conditions <br /> Flooded conditions of a 2H:1 V slopes gave a minimum FOS of 2.23. This is permanently stable. <br /> See the GALENA results in Figure 3. <br /> Material Keys - <br /> SAIL <br /> 585C t- <br /> 5840 <br /> 5820 <br /> i <br /> 578G'r.. _. <br /> I <br /> Analyss 2 <br /> 576C It- Multiple Stability Analysis <br /> 1?ahoa Bishop Simplified <br /> surface Ci ,ar <br /> 5'4C r — <br /> Rewits_ <br /> iC 40 0. K IN ?2J 140 'Es 180 2CC critica)Factor or sa'a, 2.23 <br /> GALENA ow, cnw io Gcy Lm rx asAm al?s <br /> Project Yeaoli Cobblestone Pit Ed,V IJ OK 2M <br /> FII—., ,:,nK 2a11 <br /> .Mining Slopes <br /> h:. E'�WnWU,phoc.Ga aw NaCw R erF.'.aA'no X""— <br /> Figure 2 — Flooded Conditions <br /> Yevoli Cobblestone Pit Greg lewicl.i and Ass iatm PLIA <br /> December 2018 GS-3 <br />