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III IIIIIIIIIIIIIIII <br />999 <br />Auger Proves Itself in the West <br />Coal augers have not been popular in the West, but GEC Minerals believes <br />augering is an economical method of increasing coal recovery and productivity. <br />Dan Jackson, western editor <br />or the past five months in Colorado GEC Minerals <br />Fhas been augering coal successfully-coal that would <br />not have been recovered beyond the economical limit of <br />the contour mining method used by the company. Li <br />Chen, vice president of operations says, "We've increased <br />our production substantially at lower crost by augering to <br />a depth of 150 ft beyond our highwall limit. it's not just <br />one seam but up to five with a combined thickness of 12 <br />ft." <br />The seams are thin compared to others in the West, the <br />ratio of overburden to coal on the property averaging <br />13:1. But even with this ratio, productivity runs about 18 <br />tons per manshift. <br />GEC expects to produce 150,000 to 200,000 tons of coal <br />in 1983 from this mine near Florence, Colo., and will <br />increase production annually in increments of 50,000 tons <br />to a maximum level of 300,000 tpy. At present the <br />company is moving some 2 millon cu yd of overburden <br />and interburden annually to produce the 150,000 tons. <br />This overburden/interburden figure will. about double <br />when the company reaches maximum production. "For- <br />tunately," says Chen, "We won't have to add much in the <br />way of major equipment to reach our goal-possibly a <br />few trucks along with a tew auxiliary items." <br />Hydraulic shovels move bulk of overburden <br />The contour mining concept takes advantage of two <br />10-cu yd Demag hydraulic shovels and an auger to <br />recover the five coal seams, which range in thickness <br />from below 2 ft up to 6 ft. Benches, developed for each <br />coal seam by first removing overburden and then inter- <br />burden, are held to about 200 ft in length and 400 ft in <br />width in the current pit. The East and North pits yet to <br />be developed will be 500 tt and 800 tt wide, respectively. <br />Bench heights vary, depending on overburden and inter- <br />burden thicknesses. Overburden capping the top seam <br />varies from 20 to 30 ft and interburden separating the <br />first and second seam varies from 35 to 95 tt. The <br />thickness o[ interburden between the remaining seams <br />varies from 15 to 18 ft. The economical highwall limit at <br />GEC averages 120 tt. <br />.'Ti", t <br />~~p-:. <br />.':~ ' ' <br />Two Demag H-111 shovels will remove sufficient overburden and <br />interburden to mine more than 300,000 ipy of coal. <br />Some 900 ft of pit length must be mined before an <br />active backfill area is established. Until then, the waste <br />material is placed in temporary overburden stockpiles for <br />use later in backfilling the final pit. <br />Clearing and grubbing plant life with dozers is the first <br />activity to take place in establishing a new bench. This is <br />followed by topsoil and subsoil removal, using Terex 5-24 <br />scraper loaders in combination with crawler dozers. Top- <br />soil and subsoil are loaded and stored or redistributed on <br />regraded areas. <br />After the soils have been removed, the two hydraulic <br />shovels begin loading colluvium that lies above the over- <br />burden. This material is loaded into 35 and 50-ton Cater- <br />pillar Terex end-dump trucks and hauled to the backfill <br />area. Much of this material, consisting of river gravel, is <br />used as a base for constructing in-pit and out-of-pit <br />roads. Larger colluvium material is also used as riprap <br />for lining diversion ditches, emergency spillways, or oth- <br />er areas with high erosional characteristics. <br />Removal of the colluvium exposes the overburden <br />directly over the top seam, which must be drilled and <br />• <br />• <br /> <br />