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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 />100 154 <br />C. <br />6600 <br />6550 <br />8500 <br />6450 <br />200 280 300 354 400 450 500 550 600 650 700 <br />DWANCE . FEET . <br />MANINAL <br />11M <br />WTENML <br />OESCROTM <br />UW1 •T. (OM) <br />SHEM STREMOTN <br />dw•r, <br />8a <br />11 <br />��/ <br />UH$ArftTEO TA04S <br />IOS <br />110 <br />30 <br />300 <br />2.14 <br />SATUUM TA&O" <br />106 <br />t20 <br />16 <br />300 <br />tt r FU <br />/2s <br />us <br />35 <br />0 <br />fa>on4Tla1 so4. <br />12s <br />13s <br />J, <br />o <br />FALURE <br />ME <br />STATK <br />fos <br />PSEIi'OOStAT1C <br />F05' <br />YXILAqCM <br />t 4) <br />2.4{ <br />11 <br />NA <br />SAS <br />2.Oa <br />HA <br />J.76 <br />2.14 <br />24.3 <br />6At...... <br />2.141 <br />15.3 <br />•i0wc CDD =CMRi - 0.,56 <br />•.Rjl IIk1u1Uf� .11Y1+1f1 •CdV0M11L A IIIS.IpA MAXI K itn] M - 1IP. IMIA'N[ tp 5� iMYRf i.Of Cl <br />A,C W M o�+CV W PoA t�1MMrte AuMOi <br />(Reproduced from SRK, 1995) <br />Figure 4 Results of Upstream Stability Analyses <br />San Luis Project <br />Tailing Dam Data Report <br />9 <br />Miller Geotechnical Consultants <br />February 2014 <br />