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The tipple/loadout facilities include the Run-of--Mine (ROM or "Belt-Out-Back") stockpile, truck dump, crushing <br />facilities (primary & secondary), conveying facilities, sampling facilities, finished product (Tipple) stockpile, stoker <br />belt and dump, stoker product stockpile, conveyor belt and stacker for coal stockpile, train loadout, and trackage, <br />and access and temporary storage site for cleaning spilled coal from loadout tunnel. Of the above structures (as <br />discussed in the following sections), the following are identified as existing structures, transferred from Permit C- <br />81-071: <br />Stmcture Dimension (LxWxH) <br />Raw Coal Conveyor 126' x 10'(dia) <br />ROM Coal Conveyor 168' x 10'(dia) <br />ROM Coal Stockpile (doesn't include latest expansion area) <br />Reclaim Tunnel 537' x 20'(dia) <br />Primary Crashing Building 54' 27' x 48' <br />Primary Crasher <br />Secondary Crusher Building <br />Secondary Screen and Crusher <br />Sampler Building <br />Stacking tube <br />Finished Product Stockpile <br />Conveyor Belts <br />Truck Dump <br />Tipple Site <br />Train Loadout <br />42' x 42' x 68.4 <br />58.8' x 27' x 55.2' <br />Foundation <br />Concrete footers/ trusses <br />Concrete footers <br />Concrete <br />Concrete <br />Concrete & Crusher <br />Concrete <br />Trackage (doesn't include latest extension) <br />Office 48' x 185' x 36' Concrete <br />• (Note: Foundations aze typically 1- 1.5 foot thick concrete slabs with columns) <br />Main ROM Coal Stockpile (Located Near Portal) and Stockpile Expansion <br />Review of coal handling systems and operations resulted in recognition of the need for increased coal stockpile <br />capacity. In order to provide the required additional capacity, the coal stockpile area was expanded to the north and <br />west in conjunction with site preparation and grading for the Coal Preparation Plant. Expansion required relocation and <br />reconstruction of Pond E and the associated ditches, elimination of the segment of haul road which traversed the north <br />edge of the stockpile azea, and limited backfilling and grading work to expand the stockpile azea. The stockpile <br />expansion azea was graded so that the base of the pile slopes to the north towazd relocated Haul Road B-2. The <br />stockpile expansion area is shown on Map 24, and required expansion activities aze described under the appropriate <br />section for each ofthe effected facilities. The stockpile expansion increased total capacity for the main stockpile area to <br />approximately 600,000 tons. <br />Most of the azea affected by the ROM stockpile expansion, was previously distwbed; therefore no topsoil remains. <br />Plant growth media recovery, however, occurred for the small azea shown on Map 24, between the existing Pond E <br />embankment and Haul Road B-2. Up to 4,170 cubic yazds of plant growth media was recovered and stockpiled in <br />stockpile (PPSP-2), located to the northeast, from an azea approximately 752 x 100 feet (recovery depth approximately <br />1.5 feet). The reconstruction of Pond E required the removal of approximately 9,300 CY of topsoil from an azea <br />approximately 150 x 7,210 feet, with an average soil recovery depth of approximately 28 inches. Approximately 3,000 <br />CY of the topsoil was placed in Stockpile SF-4, while the remaining 6,300 CY was placed in Stockpile PPSP-1. Table <br />49a was revised to reflect these topsoil salvage and stockpile volumes. <br />The existing drainage control plan was slightly modified to control drainage from the expanded coal stockpile, as <br />shown on Map 24. The modifications included rerouting Ditch D-2 so that it carries ranoff and mine water azound <br />the southern side of the coal stockpile area. The ditch, as shown on Map 24, drains into Pond D. Two culverts <br />TR07-59 2.05-25 02/27/07 <br />