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~J <br />' 67 <br /> 1 b <br />t th <br />d <br /> ween <br />e e pon and the liner, we essentially raise <br />' 2 that way and have it not in contact with any of the <br /> 3 drainage network, and it then becomes its own <br />t 4 isolated solution slurry for recirculating to the <br /> 5 pond. <br />' 6 Intensive design objectives we have, <br /> 7 as Anne said, a number of tests that give us a <br /> i <br /> 8 conf <br />dence level that we have achieved a material <br /> 9 that has a dry density of about 90 pounds Fer cubic <br /> 10 foot, a material which has a permeability certainly <br />' 11 in contact with the drainage network of l0 to the <br /> 12 minus 6. <br />' 13 We will also anticipate permeabilities <br /> 14 of the desiccated tailings between 10 to the minus 5 <br />' <br /> 15 and 10 to the minus 6. As I say, there is <br />' 16 sufficient capacity within the space to contain the <br /> 17 entire tailings product that comes from processing. <br /> 18 In terms of the reclamation scenario, <br /> 19 Anne talked about the ability and affectability of <br />t 20 this procedure to allow u5 to selectively deposit <br /> 21 materials around the perimeter of the facility. As <br /> 22 we deposit, it is seen there are a cycle -- ur a <br />' 23 circle of the tailings distribution system which <br /> 2a goes entirely around the facility. <br /> 25 To allow us to develop a beach ax•ea, <br /> <br /> AGREN, BLANDO fi BILLINGS <br />