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2-29 <br />Stability analyses of critical slopes in the designed pile yield <br />• safety factors of approximately 1.7. Because of the unknowns <br />involved with the refuse properties, this conservative design is <br />desired. <br />2.4.3 Refuse Handling Strategies <br />Processing coal from Salt Creek Mining Company's mines will <br />generate three types of refuse: +4" from the rotary breaker; <br />-4" +;" from the wash plant; and -;" from the slurry ponds. <br />Each refuse type will be handled separately. <br />The +4" refuse from the rotary breaker will be approximately <br />twenty-three percent of the total reject realized at full pro- <br />duction. This material will be discharged into a stockpile <br />after passing through the rotary breaker. A front-end loader <br />will load the +4" material onto a 25 cubic yard capacity scraper <br />which will transport it to the refuse disposal area. The scraper <br />will then spread the material over the surface of the refuse pile <br />• in one to two foot thick lifts. Normal operational trafficking <br />of the scraper will compact each lift prior to placement of <br />additional material on top of each successive lift. <br />The -4" +;" material will be handled much the same as the +4" <br />material except that, upon discharge from the wash plant, the <br />-4" +;" material will be stored in a 500 ton bin. This bin <br />will be capable of loading the scraper without the aid of a <br />front-end loader. The scraper will then carry the refuse to <br />the refuse area and deposit it. <br />All -;" refuse fro <br />ponds as described <br />each settling pond <br />generated over six <br />dewatered, it will <br />to the refuse area <br />n the wash plant will be pumped to the slurry <br />in Section 2.4.1. It is anticipated that <br />will be capable of storing the -:" material <br />months. After the -," material has been <br />be excavated from the pond and transported <br />for disposal. <br /> <br />