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<br />Memo to Berhan Keffelew <br />CRESSON Haul Road Thickness <br />page 4 <br />If the above conditions are adhered to I believe the liner will be protected <br />from adverse impacts due to the operation of loaded side-dump haul <br />trucks. Within areas of restricted truck routing, such as the saturated <br />pond and the narrow portions of the lower Phase II valley, I encourage <br />CC&VG to consider placement of the originally specified five foot haul <br />road section thickness. Realistically, the early 10 foot thick ore haulage <br />ramps will follow the same alinement. Immediately following the <br />completion of construction these thickened road ramps will be subjected <br />to pregnant fluids, which will minimize the inventorying of ore in haul <br />road ramps. <br />cc: Mike Long <br />Bruce Humphries <br />Jim Stevens <br />Jim Dillie <br />Allen Sorenson <br />Doc: M:\MIN\JAP\CRESSON\ROADFILL.APR <br />JP/JP <br />