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1 <br /> 233 <br /> 1 not we can <br />rovide <br />i <br />t <br />l i <br />t <br />f th <br /> p <br />eros <br />on con <br />ro <br />erms o <br />n <br />e <br />' 2 present ditch controls, bearing in mind that that <br /> 3 ditch design is an operational ditch, also designed <br />' a for the life of the property. <br /> 5 It will be maintained by Battle Mountain <br />' 6 Gold, subject to the inspection schedule that they <br /> 7 have committed to. We have designed it to have a <br /> e velocit <br />of fl <br />w <br />ithi <br />h i <br />t <br />th <br />t <br />h <br />l <br />hi <br /> y <br />o <br />w <br />n <br />anne <br />w <br />c <br />a <br />c <br />s no <br />' 9 (inaudible). <br /> l0 The second question is, what is the <br />' 11 post-reclamational -- the potential of erosion <br /> 12 across the surface of the facilities? we have again <br /> 13 chosen a cross section of a ditch and a full ditch <br /> 14 design that will route the PMP flood across that <br /> 15 facility and (inaudible) velocities. <br /> 16 There is always going to be some <br /> 17 maintenance associated with various facilities <br />' 18 during the PMP event. <br /> 19 If the PMP of a flood of Biblical <br />t 20 proportions take place, then the concern over a <br /> 21 particular erosion at a particular location at this <br />' 22 project is going to be one of the minor issues :hat <br /> 23 are in consideration. <br /> 24 The last issue, there was a question <br /> 25 raised on the dust control of the facility during <br /> AGREN, BLANDO & BILLINGS <br /> <br />