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<br />' 65 <br />I <br />i <br /> 1 that <br />s deposited, which is then collected and <br /> 2 routed out of the system. <br /> 3 We are likely to use a synthetic <br />' 4 membrane, very large polyethylene material. It is <br /> 5 ideally suited to these situations in terms of <br />' 6 ability to stay and maintain its integrity through <br /> 7 operations and has the ability to withstand the <br /> <br /> 8 operating stresses of the layers that are going to <br />' 9 be applied to that lining system. <br /> 30 He that (inaudible) an area that has <br />' 11 sufficient fine-grained materials to allow us to <br /> 12 rework and compact that material to a density which <br />' 13 will provide us a minimum of 10 to the minus 5 <br /> 14 centimeters per second. <br /> 15 Now, in terms of how the facility will <br /> 16 operate, as I mentioned, initial deposition will be <br /> 17 split between those two cells. As the tailings <br />' 18 develop within these areas, and schematical:Ly shown <br /> 19 on this plan here are deposition points which will <br />' 20 n that <br />llow u <br />nd <br />late ov <br />t <br />fill <br />t th <br />b <br /> a <br />s <br />o <br />ou <br />e <br />ase a <br />p <br />e <br /> 21 drainage member as quickly as we can. <br /> 22 From the first contact of those <br /> 23 (inaudible) to the drainage member, we are creating <br /> 2a a secondary line within the impoundment. As the <br /> 25 deposition continues, the rate of rise of these <br />AGREN, BLANDO & BILLINGS <br /> <br />