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11111VIII1III1101IIII1 <br />0 0 0 1 3 0 1 5 <br />0 <br />0 <br />0 <br />0 <br />0 <br />p <br />0 <br />C) <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />/ <br />O <br />c7 <br />p <br />C7 <br />p <br />l") <br />O <br />Q <br />O <br />C <br />O <br />W <br />W <br />W <br />O a W <br />W <br />W <br />CONTRACTOR <br />/ <br />/ <br />LAY DOWN AREA <br />/ <br />/ <br />PROCESS FACILITIES <br />A' <br />/ <br />/ <br />106 <br />TOPSOIL <br />N 208.000 <br />- - - - -- <br />— <br />— <br />— — — <br />- -- - - -- <br />STOCKPILE <br />— - - - -- - <br />- - - -- — <br />/ <br />/ <br />00 TAILINGS <br />DELIVERY <br />NEW <br />.•rT:,`,�, ANCHOR <br />'' TRENCH <br />/ <br />OO DITCH <br />;_ <br />/ <br />/ <br />00 <br />ACCESS <br />/ <br />�+- <br />a <br />. ROAD <br />, <br />/ <br />/ <br />I <br />/ <br />WATER RETURN DITCH FROt1 — <br />- - <br />/! ...:✓ EXIS NG <br />—� <br />/ <br />— <br />\ <br />SPLITTER <br />/� 1 <br />� <br />DARN <br />TREK H <br />1 <br />/ <br />PERMIT <br />/ BOUNDARY <br />B <br />/ <br />o <br />':: <br />LIMIT OF,,;­-.' <br />:WE L ER... / <br />) <br />/ <br />ACCESS <br />t� <br />_ -_�� <br />106 <br />ROAD <br />+ <br />EAST <br />W <br />NEW <br />AN CHOR <br />D <br />. <br />i <br />' IT <br />f `� <br />O <br />F` <br />DIKE <br />TRENCH <br />N 207,000 <br />a. <br />r <br />8 <br />I � <br />POWER <br />`) <br />LINE <br />tdD <br />`/ <br />�y,h <br />SPUTTER EMBANKMENT RAMP: <br />CONSTRUCT AT 11.1% GRADE, <br />I l <br />i i \ <br />/ •' <br />:''. / <br />r �J <br />EXISTING <br />ANCHOR <br />TRENCH <br />TOTAL 30' WIDTH TO PROVIDE <br />*_20' DRIVING SURFACE. <br />ESTIMATED 3,300 CY OF TYPE 1 <br />MATERIAL. THIS RAMP WILL BE <br />CONSTRUCTED OVER THE TOP <br />OF THE 2' LINER COVER MATERIAL. <br />` <br />1 i'1 \ <br />i i `'i <br />i i \'1 \`\ \ <br />UPPER <br />/ DISPOSAL AREA <br />' ` <br />rt <br />1 <br />`� V <br />+ O <br />NT <br />! <br />'1' <br />- <br />FLITTER <br />~ —�/ \e \� J <br />J U �\ _ <br />J <br />`.\ <br />LOWER <br />DISPOSAL <br />\; <br />EMBANKMENT <br />1 <br />/ <br />AREA <br />as <br />/ <br />� \ 1 <br />. <br />' • <br />200 100 <br />0 200 400 <br />N 206,000 <br />� <br />A <br />- <br />') <br />\ ' <br />"'' <br />'_ <br />SCALE IN FEET <br />A I 1p <br />; <br />APPROXIMATE LIMIT <br />ENGINEER <br />106 <br />i <br />OF GEOTEXTILE <br />� �' <br />,' / PERMIT <br />FABRIC <br />BOUNDARY <br />T NC <br />ILA <br />E <br />T I <br />n <br />Y <br />CCE <br />TING <br />ANCHOR' <br />ROAD <br />{ <br />106 NEW <br />PREPARED FOR: <br />PREPARED BY: <br />-_ <br />... <br />ENCH — <br />BATTLE G40UNTAIN-��..— <br />N 205.000 — <br />-- <br />-- - - - - -- -- - _ <br />/.. <br />— - - -- - - -- -- _ - - -- - - - -- <br />RESOURCES - - INC <br />RC <br />,.:..:.. . , <br />• ' <br />aF <br />� <br />SAN LUIS PROJECT <br />........: <br />...... <br />ON Op <br />STEFFEN ROBERTSON & EIRSTEN U.S. <br />;.'::. a . <br />+.: '.. �,�T <br />Consulting Engineers k Scientists <br />ti <br />.• <br />�'•i <br />TITLE <br />SCALE 1" = 200' <br />REVISION <br />85=6 <br />LL/ y <br />/ <br />TAILINGS DISPOSAL <br />DRAWING No. <br />U .-, Q <br />AREA PLAN <br />14719-101 <br />� <br />ENERGY <br />DISSIPATION <br />106 <br />°� <br />TOPSOIL <br />$ E <br />\/ <br />c <br />-? <br />O <br />W <br />U <br />z <br />DESIGNED G.M. <br />DRAWN S.R.B <br />8/89 <br />8/89 <br />STRUCTURE <br />e,00 <br />¢ <br />CHECKED G.M. /J J. <br />8/89 <br />��� <br />W <br />W <br />APPROVED J.J. <br />8/89 <br />INLET <br />ACCELERATION <br />SOUTH <br />- rt" <br />/ <br />No. <br />APPROVED <br />DESCRIPTION BY <br />DATE <br />1 RSION DITCH <br />CHUTE <br />\ — <br />A <br />ISSUED FOR BID - <br />KIP <br />6/93 <br />/ <br />Z <br />Permit Number �[ .� �`/ <br />` ;1 - <br />' <br />N <br />Class: DPermit <br />8ectio---- ---:._ _._._._.-.-._._._. <br />_ <br />_._._.- ._._._._._._._._._._._._ <br />/ <br />LLJ <br />i <br />! Class: O Revision .. <br />Classi�[R_eporiD Hydro OGeneml- �- r1p -i` <br />Doc Tyye" <br />• <br />OAcaton (Col only) D Bond D Enforcement D Inp-l�iS <br />Ca l <br />11111VIII1III1101IIII1 <br />0 0 0 1 3 0 1 5 <br />