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~ ~ ~x k ~'6; t ~ <br />t <br />II 51 <br />1 <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 vindicates <br />e acceptable factors of safety under both sjtatic and <br />9 pseudostatic conditions. <br />to Very briefly, I'm going to touch on <br />11 several other aspects of the project thatlhave <br />12 changed slightly. <br />13 A water source has been obtaijned for the <br />14 project. I'll go into more depth on that) water <br />S 15 source in just a minute. The security fdr the <br />~.i' 16 project will remain essentially the sameas the <br />Y <br />.~ 17 approved permit. I've already touched orb the <br />' 18 cyanide, the secured cyanide storage area. <br />19 The tailings area will be fenced with a <br />20 standard 4-foot high barbed wire fence, our-strand <br />21 barbed wire fence. The collection area }ill be <br />22 fenced with a 7-foot high fence, primarily to <br />23 protect the liner from damage should any 'wildlife <br />24 get into the pond, <br />25 The levels of those cyanide ~nd metals <br /> <br />