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`ill, c;ith tLc transf:r co::veyo. cnm;~:no '.he coal frem t'ne nppc. <br />• :,oppar ~., the „in. All con^a~o: oel_s will ':2 ~"` -r l.ar~ec', d_- <br />., ~neci to aardle doTest.._ roal. These fari'_.__e5 ar_ cl:own _,. the <br />.:~i..:e site plan. <br />9. Coal. Prrocassing 5faste anc: Yon-Coll Prncessin, :daste <br />ivo cleaning facili~ies have been included in the mine plan; there- <br />fore no coal processing waste or eon-coal process ins waste is <br />anticipated. <br />10. 'Jnder~rclr.d llavclcpment i;aste <br />Initial underorourd development waste :gill be deposited in tha <br />north spn;.l area as sl;oc;n on the site dra`vlno5 and cross sections. <br />The pre]iminary plans of the apoil area indicate a disposal capaci*_y <br />cf 8500 cubic yards. Assuming that 1 foot of rock is removed Erom <br /> 7 entries 16 feet wide and 2000 faet long a volume of 45i' Loose <br />• <br /> cubic yards of :rock would be ~+ produced. X5000 ft. x 26 ft. >; <br />L ft. c 2' :; 1.40) This volume should be more than adequate for <br />initial development of mining sections and potent•iaL under round <br />disposal locations. All waste that can possibly be le`.t un~er~rou*.u <br />will be left undergrcur.d. <br />The preliminary plans for tae waste area are: 1) placing the <br />craste behind an earth toe dike in lavers not ~o exceed fo!:r Feet <br />wtth a front end loader, and 2) running the leader over tl:c pi Le <br />to achieve compaction. linderdrains witL ~ra•:e! f.i'_ters hate been <br />included ~,, prevent buildup of pore pressures in the embankment. <br />The embun'.cment i:iLl. i,e broucht up nit:: a slope not en e:;cee? :1, <br />unless E:rt:ue testing of the 3Ct 1al wain E`. indicates an unstau:e,, <br />. situation. sar..ples o°_ the act;:a'. '_nitiaL waste w'_ll be tal:an is <br />ti-.ely manner to insure that drairagc frog the area is r,ot to:iic <br />C! (revised) <br />