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1 <br />68 <br /> 1 t <br />ill <br /> here w <br />be spigotting from specific areas to <br />~ ' 2 create that beach. That will create this thin layer <br /> 3 of managed layers that are deposited. <br />' 4 At the end of the operations, we are in <br /> 5 a position to concentrate the deposition in <br /> 6 particular areas to allow us to recontour and create <br /> 7 the final reclamation on the facility, such as we <br /> <br /> e have positive drainage from the perimeter through <br />' 9 the impoundment surface to the discharge at the <br /> 10 spillway. And, as Anne said, that is designed for <br />' li the PM (inaudible). <br /> 12 Essentially, without drawing mach more, <br />' 13 Anne did such a good job explaining it, I will leave <br />' 14 that and ask if you have any questions. <br />' <br /> 15 m sorry, Anne did remind me about one <br />I <br />' 16 aspect that I needed to talk about, and that was the <br /> 17 stability of the embankment. <br />' 18 The stability is obviously controlled by <br /> 19 the static conditions that we have designed. The <br /> 20 is not bein <br />rimar <br />control on stabilit <br />in fact <br /> p <br />y <br />y, <br />, <br />g <br /> 21 -- in designing this facility, we did not look at <br /> 22 designing the minimum embankment that would remain <br /> 23 stable. The embankment configuration is moire <br /> 24 dictated by the reclamation criteria we have adopted <br />' 25 for the project. <br />' AGREH, BLANDO S BILLINGS <br />