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uPR_l 9-?? MON 6.x:55 PM RC[ LAtJDSCF.PE n9= 272 1671 <br />s • • J <br />BCI LANDSCAPE CONTRACTORS, INC. <br />¢,3.3~,YN BiT C - NLinin n <br />(d) The thickness of the flagstone we will be mining will <br />range from 1/2" to 8" thick pieces, tivith a total height of any pit <br />wall at 20 to 30 feet. <br />(e) We will be using the existing road (as shown on 6.3.1 <br />Exhibit Map) and a spur road that runs directly below the quarry <br />pits. The spur road will be used by the loader to transport pallets <br />to staging azea, which is off the main road. Our office and all <br />maintenance operations will be performed off site. <br />(f) The existing quarry pit floors will be enlarged l 0-20 <br />feet in diameter and the pit walls will increase in height by 20-30 <br />feet. The waste rock stockpiles generated during the quarrying <br />process should not exceed 20 feet in diameter by 5 feet in height. <br />~-~ This waste rock will be used in the reclamation rocess. <br />~-~-s --~ ~ - - -~ <br />__~' ; ..,,_ Pre-Mining `°"' ~ Post Mining st keclamation <br />to" ~e~0.1~"`'"`~ <br />(g) The existing main road averages 14' wide at the wid st <br />point and 12' wide and the smallest point. The road is composed <br />of gravel, soil and stone, sufficient for a large truck to access. We <br />do not plan to improve the road. There are no drainage oz runoff <br />problems. The lateral road is approximately 8' wide, sufficient to <br />drive a loader with pallets. <br />P_BS <br />~,~ : ~,~ <br /> <br />~~~ rock <br />(h) There is no water required to quarry flagstone. <br />