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m <br />APPROXIMATE LIMITS OF ECOSA <br />11200 <br />11200 <br />11000 <br />11000 <br />10800 <br />10800 <br />w <br />10600 <br />0600 <br />wv <br />vZ <br />10400 <br />10400Z <br />0 <br />0 <br />1 0200 <br />L <br />10200 a <br />Ld <br />10000 <br />10000 <br />W <br />9800 <br />9800 <br />9600 <br />9600 <br />a0 <br />co <br />O <br />O <br />D] <br />O <br />MNN <br />NN <br />n co <br />(0 <br />t <br />O <br />.0c! <br />N <br />M <br />0 L <br />Nm <br />NM <br />M0 <br />c` <br />O <br />6 V�)!^^O <br />MW M pOl <br />p <br />p <br />Opp p <br />pp <br />O p <br />O <br />W O p O 0 O <br />0+00 <br />20+00 <br />40+00 <br />60+00 80+00 <br />STATION, (FEET) <br />0 <br />500 <br />1000 FEET 0 <br />500 1000 FEET <br />1 <br />EAST CRESSON <br />OVERBURDEN STORAGE <br />AREA SECTION <br />1 <br />FIG1 <br />HORIZONTAL <br />VERTICAL <br />NO EXAGGERATION <br />IPPLE CREEK AND <br />■■NewFields CLIENT CRGOLD <br />MINING COMPANYOR <br />PROJECT <br />ECOSA SLOPE STABILITY REVIEW/UPDATE <br />TITLE <br />FILENAME <br />EAST <br />CRESSON OVERBURDEN STORAGE AREA o1os.005.002F <br />SECTION 1 2 C <br />