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recognized in the original Design Report that tailing would have a lower strength at the time than <br />at final consolidation years later). <br />100 ISO 200 250 300 350 400 450 500 550 800 650 <br />DISTANCE . FEET . <br />YAT£RVL <br />T7PE <br />MATERIAL <br />OESCRIPT104 <br />VIRT YT. (pAI) • <br />SHEAR SIRENCTH <br />— <br />— <br />8 <br />deg <br />C <br />p9/ <br />-��- <br />URf5A1VRATEO TARNCS <br />IDS <br />120 <br />2.19 <br />SATURATED TAL1H05• <br />IDS <br />120 <br />16 <br />300 <br />EN6ANANENT FAL <br />123 <br />1 135 <br />]5 <br />0 <br />FOIHDATON Shc <br />•rcn .®nwo� AwA.90 A4asnwna • .ACni. wrze a n.Ao <br />ro .n M ro.ovl rp rt:.4uM1n tuACf <br />AT1Ar FTV AMAI VCLq SIIYYRY <br />FALWIF <br />TYPE <br />STAR <br />fos <br />PSEVDDSTATIC <br />FOS• <br />TYLD Alt <br />(R 9) <br />1 <br />294 <br />1 <br />NA <br />-��- <br />3.05 <br />2.07 <br />MA <br />2.19 <br />24.3 <br />4.01 <br />2.02 <br />1593 <br />•SCLK t01nW[n p< 0:l4 <br />A. - AR A1+1;Mi m w rgyn swA¢ <br />(Reproduced from SRK, 1995) <br />Figure 4 Results of Upstream Stability Analyses <br />8850 <br />8800 �y <br />G <br />8550 <br />8500 <br />$450 <br />700 <br />San Luis Project Miller Geotechnical Consultants <br />Tailing Dam Data Report 9 February 2014 <br />