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CHAPTERTWO <br />Alternatives <br />Table 2-7 <br />TRACK MATERIAL DELIVERY- <br />Item Loads Equipment Horsepower* <br />Sub-ballast, 90,000 tons 3,600 Gravel Trucks 380 <br />30,000 Concrete Ties 500 Delivery Trucks 400 <br />12,000 Wood Ties 60 Delivery Trucks 400 <br />Tie Plates, Switches, etc. 30 Delivery Trucks 400 <br />Total 4,190 <br />Average (loads per day per six months) 32 <br />Notes: <br />*For each piece of equipment. <br />f Rail and ballast assumed to be delivered by rail. <br />Table 2-8 <br />TRACK CONSTRUCTION <br />Item Number Shifts/Day Hours/Day Horsepower* <br />Speed Swing 2 1 20 N/A <br />Ballast Tamper 2 1 20 N/A <br />Ballast Regulator 1 1 10 N/A <br />Track Liner 1 1 10 N/A <br />Spike Machine 1 1 10 N/A <br />Tie Machine 1 1 10 N/A <br />Front-end Loader 2 1 20 100 <br />Fork Lift 2 1 20 75 <br />Laborers 30 1 300 N/A <br />Supervisor/Pickup 1 2 20 N/A <br />Notes: <br />*For each piece of equipment. <br />N/A = not applicable <br />2.10.4 Auxiliary Facilities <br />The mine operations would require water, electricity, and access roads. These auxiliary facilities <br />are discussed in this section. <br />Water Line <br />Adequate water resources are not available at the Red Cliff Mine site, so water must be piped to <br />the mining operation. CAM has a 3.0 cubic foot per second absolute water right on Mack Wash, <br />near Mack (Case No. 03CW228). A portion of those waters, totaling approximately 500 acre- <br />feetper year, would be piped to the Red Cliff Mine site for use during mining operations. A <br />water diversion structure would be constructed in-channel on the west bank of Mack Wash, just <br />north of the CR M 8 bridge. The pump and waterline system would have a capacity of <br />approximately 750 gallons per minute (gpm). The diversion/pump would be connected to a <br />2-41 <br />