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<br />400 <br />300 <br />PILE <br />~ i6o ~ <br />200 <br />700 <br />NOTE: <br />C~ <br /> <br /> <br /> <br />ATER <br /> <br /> <br />ONDITIONS i <br />i <br />I <br />i <br />10 WATER FROM TOE T011/2 HEIGHT OF CREST. <br />1A WATER FROM 1/2 D19TANCE (TOE TO CREST) <br /> TO 1/2 HEIGHT OF CREST. <br />O WATER FROM TOE TOI 1/4 HEIGHT OF CREST. <br />® WATER FROM 1/2 DISTANCE (TOE TO CREST) <br /> TO 1/4 HEIGHT OF CREST. <br />20 % SLOPE <br />LOW ANALYSIS SECTION <br />sue: ,•_ ,~' <br /> <br />'~ <br /> <br />soo <br />400 - <br />~ PILE <br />HEIGHT <br />280 FT <br />300 <br />200 <br />100 <br />LDrenclto Mlne <br />E%CFb6 6POIL D16P061L AREAS <br />Job No. 25.251 <br />SPOIL <br />3% <br />GE S~Op6 <br />RP <br /><N.J, pvE <br />9 I <br />20' THICK CLAY LAYER <br />WATER CONDITIONS ANALYZED SAME <br />AS SHOWN ON HIGH SECTION. <br />~_ <br />N:v> PvE~G~ S~Op6 i ~ ~ / ~ - <br />1 ~ / 1A <br />1 <br />~ ~~-®~ CLAY <br />~ ~ ~ ~ BEDROCK <br />~ ~ ~ <br />` ~ <br />12.5 % SLOPE <br />THICK CLAY LAYER AT TOE <br />HIGH ANALYSIS <br />S~.,c. ,•_ ,oo• <br />SECTION <br />3% <br />I, ~- 25 % SLOPE <br />t <br />- 20' THICK CLAY LAYER <br />"Exhibit 13, <br />Disposal Area Stability Report, <br />Typical Sections <br />For Stability Models <br />Flg. a,-1 <br />