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During construction of the coal stockpile pad and haulroad, a minor amount of cut and fill work was required. <br />The northwestern edge of the pad and the haulroad required approximately 20,000 CY of fill. Approximately <br />• 6,000 CY of fill was required for the remainder of the azea to get the pad to grade. During site preparation, <br />some of the existing fill was removed from this area. Estimates indicate approximately 15,000 CY of material <br />was removed, relative to the existing configuration at the time. Of this, approximately 12,000 CY was not <br />suitable for construction proposes and was placed in the waste rock disposal site. Required fill material was <br />borrowed from the spoil adjacent to the TCC portal area. The borrow area is shown on Map 24. The borrow <br />area was graded level, and thus will provide additional storage area. The sideslopes of the borrow area were <br />gaded to 2H:1 V. <br />Approximately 100 CY of material was removed from the borrow azea and used as bedding and packing for <br />Culverts D-2-C and D-2-F. Coal transferred from the stacker tube feed-belt to the stacker tube is stockpiled <br />around the stacker tube. The stockpile will accommodate up to 200,000 tons of coal; however, the typical size <br />will be 40,000 tons. As shown on Map 24, a portion of existing Haul Road B (see CYCC Pemut C-81-07]), <br />was covered up by the coal stockpile and reclaim tunnel. This required that the haulroad be routed around the <br />north and west sides of the coal stockpile. The haulroad profile and typical cross-section aze provided on Map <br />30A. <br />r1 <br />U <br /> <br />MROS-199 2.05-25.1 09/15/05 <br />