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l'It9~-2[I - IS:\'1'CII \VI?IGH/LOAUOUT SYSTC~1 <br />• ~\ driadcd ctiiintalc++f reclanuuion cods for the proposed operations is presented below. Reclamation cods have been <br />pinp;u~c~l IISI11_ pfl'\'IU1151~ presented and approved assuntpuons Ibr equgtmenl, production rates. ryugmtenl cu:[s. <br />rental rmc,. manpower costs, clc.. <br />I. i\reas <br />I'ruduct pile disturbance area = 1.40 acres <br />'onveya support disturbance area = 0.02 <br />i\•lotor Connal Center disturbance area = OA2 <br />liatch weigh/load out building disturbance = 0.07 <br />\ccess rood disturbance (390'x 40') = 0.36 <br />l'o[al Acres = 1.87 acres (use ,1 <br />Il. I;arthu~ork Volumes <br />[lverburden Redistribution = 17,000 BCY = 19,550 LCY <br />topsoil Redistribution = 3,270 BCY = 3,760 LCY <br />Batch Weigh System Coal Stockpile = 80,000 tons = 107,750 LCl' <br />III. L.uuiument Requirements <br />\. Caterpillar DI O Dozer (Rough Grading) <br />li. Caterpillar 14G Grader (Final grading) <br />~~. Caterpillar 637E Scraper (Topsoiling) <br />• D. Caterpillar 637E Scraper (Coal TranspoNLoading) <br />IV. Equipment Production Rates <br />Rough grading @ 250 LCY/hr <br />Time required: 19,550 LCY/ 250 LCY/hr = 78 hours <br />final grading @ I ac/hr <br />Time required: 2 ac/ I ac/hr = 2 hours <br />'Topsoiling @ 370 LCY/hr. <br />Time required: 3,760 LCY/ 370 LCY/hr = 10 hours <br />Coal Pile Disposal @ 260 LCY/hr <br />"time Required: 107,750 LCY / 260 LCY/hr = 415 hours <br />V. Equipment Hourly Costs <br />A. Cat D9 Dozer: 78 hrs @ $100/hr = $7 ,800.00 <br />13. Cat 14G Grader: 2 hrs @ $137/hr = $ 274.00 <br />C. Cat 637E Scraper: 10 hrs @ $201 /hr = $ 2,010.00 <br />D. Cat 637E Scraper: 415 Itrs @ $201/Iv = $83,415.00 <br />• Total Equipment Costs = $93,499.00 <br />• <br />M R 97- I ~4 52 10/2/97 <br />