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O <br />O <br />O <br />O <br />cc <br />0) <br />W <br />(x 1000) <br />0.1 02 03 04 0.5 0.6 0.7 0.8 0.9 1.0 1.1 12 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 22 23 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 33 <br />8.67 <br />6.6 <br />865 <br />8,65 <br />863 <br />8.63 <br />8.61 <br />.61 <br />8.59 <br />e6m <br />.59 <br />8.57 <br />t asap <br />857 <br />855• <br />_-- _______ 8560 <br />- -_ -.._- ��' <br />8.55 <br />' <br />8.53 <br />8.51 <br />���� <br />8.53 <br />851 <br />8.49 <br />-8,49 <br />847 <br />- -- <br />- <br />8.47 <br />0.020897 ft'isec <br />8.45 <br />8.45 <br />8.43 <br />-843 <br />841 <br />41 <br />at <br />$a <br />a$ <br />831 <br />0. 8 5' <br />_8 <br />� as, <br />� as <br />w <br />3 <br />a: <br />as <br />a3 <br />01 02 0.3 04 05 06 0.7 08 09 10 1.1 12 13 14 1.5 16 17 1.8 19 20 2.1 22 2.3 24 25 26 27 28 29 30 3.1 32 3.3 <br />Distance (x 1000) <br />Figure 11 Worst Case PMF Flood Pool Steady Seepage Condition <br />(x 1000) <br />i0 01 0: 53 O3 05 Of 07 03 09 Wi= a1 1 3 13 13 '6 18 It :0 1 .. :3 :4 :a :a :a :9 30 31 3: 33 3t <br />a' <br />a3 <br />si <br />s1 <br />19 <br />s: <br />t3 <br />t7 <br />41 <br />Distance (x 1000) RECEIVItu <br />Figure 12 Worst Case PMF Flood Pool Slope Stability MAR a ?) `014 <br />Division of & Saferion, <br />Mining <br />San Luis Project Miller Geotechnical Consultants <br />Tailing Dam Data Report 19 February 2014 <br />