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• Replace the initial segment of the existing Overland Conveyor with an inclined Crushing/Screening Feed <br />Conveyor, and shift the Overland Conveyor tailpiece to the west <br />• • Construct a new coal Crushing/Screening Building and install related equipment and control systems <br />• Erect atwo-flight Washplant Feed Conveyor and Transfer Tower to transfer the intermediate coal product <br />from the bottom of the Crushing/Screening Building to the top of the new Washplant Building <br />• Construct Washplant II Building and install 1,300 tph washing, screening, and heavy-media and dewatering <br />cyclone circuits <br />• Construct a new Thickener, Thickener Underflow Line connecting to the drop-borehole into the mine, and <br />excavate a new Thickener Overflow Sump_ ~ «°~-~ ~-~i5-~ ~-r ? <br />• Construct the MCC/Office Building for the Washplant II complex <br />• Erect a new Refuse Conveyor and Refuse Loading Bin <br />• Construct a new Sampling Station on the overland conveyor <br />• Extend a 69KV distribution line from the existing 69KV powerline, and establish a new Washplant <br />Substation <br />Although not specifically a component of the Washplant II project, the Stacking Tube and associated conveyor <br />structures on the Truck Loadout pad were dismantled/demolished, and the conveyor components salvaged for <br />reuse. The following modifications to the existing coal-handling system were made in order to integrate the new <br />Washplant: <br />• Continuous readings from an ash analyzer on the main underground production coal conveyor detemune <br />whether the production flow on the slope conveyor is routed to the Run-of--Mine (ROM) Coal Stockpile or <br />the Low-Quality Coal Stockpile by the flop-gate at the dischazge of the slope conveyor. Since the new <br />Washplant is designed to process a significant portion of the ROM coal flow, the ash cut-off threshold for <br />designation as low-quality coal was increased. This change results in an increase in the percentage of coal <br />routed to the ROM Stockpile and a reduction in percentage to the Low-Quality Coal Stockpile. <br />• • The coal-handling system for the low-quality coal was simplified to eliminate the flex-tooth crusher, one <br />intermediate conveyor, and the two associated transfer points <br />• The tailpiece for the existing Overland Conveyor was moved to the west and the belt shortened by <br />approximately 700 feet to accommodate the elevated belt from the ROM Stockpile reclaim system to the <br />top of the new Screening/Crushing Building. Belt speed was increased to accommodate a feed rate of <br />2,200 tph (12.OMM tpy) <br />• The thickener overflow sump for Washplant I was eliminated and replaced with piping to carry thickener <br />'~ overflow to the larger overflow sump constmcted for Washplant II <br />• The primary and secondary crushers, and stoker coal and coal sampling systems in the BOB area were <br />removed and the associated chute-work modified to allow direct pass-through of the product coal stream, <br />since screening, crushing, and sampling will now occur in the Washplant II area. The associated Primary <br />Crusher, Secondary Crusher, and Sampling buildings were retained, along with utilities and dust-control <br />equipment to address potential air emissions from coal-handling and transfer points. <br />The following sections describe the construction and operation of the various components of the new Washplant Il <br />complex. Facility locations, configuration, and operating relationships are shown by the Freshwater Systems and <br />Surface facilities Map, Map 24 (Sheet 1/3), and the design drawings and process flow diagrams included in Exhibit <br />49K, Washplant II Design Drawings. <br />„The entire Washplant II area was disturbed by soil pre-strip activities associated with the previous surface mining <br />activities, therefore, no soil material remained in this area. Drainage from and through this area is controlled by the <br />existing Sedimentation Ponds D and E. Due to changes in site topography resulting from construction grading <br />activities, the following drainage modifications were necessary: <br />r1 <br />LJ <br />TR07-60 2.05-32.1 05/01/07 <br />