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IA <br />i~ <br /> <br />~~ <br />e <br />r <br />.~ <br />.~ <br />.~ <br />u <br />. ~ ~ ~xk~'6~t <br /> ' <br /> S1 <br /> <br />1 disposal area, that disposal area is designed to <br />2 handle the probable maximum precipitation at all <br />3 times during the life of the operation. <br />4 Rob will discuss the stability analysis <br />5 for the tailings embankment. That stability <br />6 analysis was performed on the embankments, and the <br />7 subsequent raises to the embankments and $ndicates <br />8 acceptable factors of safety under both static and <br />9 pseudostatic conditions. <br />l0 Very briefly, I'm going to torch on <br />it several other aspects of the project that have <br />12 changed slightly. <br />13 A water source has been obtained for the <br />14 project. I'll go into more depth on that water <br />15 source in just a minute. The security fob the <br />16 project will remain essentially the same ~s the <br />17 approved permit. Z've already touched onlthe <br />18 cyanide, the secured cyanide storage area,. <br />19 The tailings area will be fended with a <br />20 standard 4-foot high barbed wire fence, fbur-strand <br />21 barbed wire fence. The collection area will be <br />22 fenced with a 7-foot high fence, primarily to <br />23 protect the liner from damage should any krildlife <br />24 get into the pond. <br />25 The levels of those cyanide and metals- <br /> <br /> <br />