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1 <br />62 <br /> 1 d <br />d t <br />i <br />t <br />i <br />lid <br />d <br />t t <br />t <br />i <br /> es <br />gne <br />o con <br />n so <br />a <br />s an <br />o conta <br />no <br />n <br />he <br /> 2 liquids. <br /> 3 Our objective is to, as rapid:.y as <br /> 4 possible, allow solution which is retained within <br /> 5 the solids, deposited as a slurry, to get those out <br />' 6 of the system so that towards the end of the <br /> 7 operations we will be able to proceed with our <br />' <br /> 8 planning for the reclamation which will be incurred <br />' 9 in the last -- with the last day of (inaudible). <br /> l0 In concert, what we have is a section <br />' it through the impoundment here, which is a d:.sposal <br /> 12 area, and as Anne indicated, that system extends <br /> 13 from the upstream limit and through the entire <br /> 14 perimeter of the facility, extends beneath the <br />' <br /> 15 embankment and ties there to the double-lined <br />' 16 containment pond at the base. <br /> 17 Now, the way the shape of the valley is, <br />' 18 we elected to opt for an additional scenari+~ which <br /> 19 has two cells, upper cell and a lower cell. The <br /> 20 reason to do that is to allow us to very raF+idly get <br /> 21 into the situation where we can manage the thin <br /> 22 layer deposition technique. <br />' 23 Initially, it will be deposited at a <br /> 24 ratio between the upper and lower areas so we can <br />' 25 keep the rate of rise -- and that's the rate the <br />AGREN, BLANDO ~ BILLINGS <br />