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8650 C <br />:•e� <br />w <br />W <br />LL <br />Z 8550 <br />O <br />F <br />W <br />J <br />w <br />8500 <br />8450 —1 <br />a <br />200 <br />8600 <br />ANCHOR BENCH <br />EL. 8620: <br />qil <br />4 <br />♦ <br />r <br />C <br />SOUTH <br />1 <br />' 8 <br />ANCHOR BENCH 650 <br />NOTES <br />' <br />EL. 8620' <br />n <br />I <br />w <br />LL <br />— — — — - -- - __-- ._____ ,__— _____� <br />PHASE 2�. AISE 2 EL, 8620_IPROJECTEDI <br />": 1 HE- ; F <br />'ECTION,, <br />1 <br />I <br />+.. �... —..r.�— — —�.— �.—�.—�.— — — — —..r— — <br />_ <br />.n ,' r. .' , "1 tihl' t iiTiLD <br />ANNUAL <br />PHASE 2, RAISE 1 EL. 8606' AS BUILT • <br />— <br />� - • J 1 �� �� TT t l DRY <br />DENSITY <br />,.. 1 „ 1 <br />f, A <br />A <br />Z <br />F R UETAIS OF ZONF <br />8700 <br />f <br />I <br />- PREPARED r <br />> <br />• <br />r- OUNDATION - <br />u1 <br />PHASE 2, <br />RAISE 2 <br />1 <br />8500 <br />FRErARED BY <br />un►i:R <br />w <br />I <br />4. 81620-- <br />PHASE 2 FINAL ELEVATION 8613' <br />LL <br />8600 <br />RESOURCES INC. <br />EL .88.06— <br />P 150 <br />SAN LUIS PROJECT <br />EL 8690 — <br />. . . 14 1 <br />PHASE 2, RAISE 1 PtISE 1 SURFACE EL. 8670' <br />1 <br />- - -- - �- -_ ._ <br />400 600 800 1000 1200 1400 <br />1600 <br />ORIGINAL <br />s <br />- <br />p <br />DISTANCE - FEET I <br />1800 2000 2000 <br />GROUND <br />SURFACE <br />t 1 3 STARTER <br />s S 1,2 I- <br />�t <br />' r A t A �Fir <br />, ,V;r <br />H!, w• �r N <br />a <br />+ 40 mil VLDPE TAKEN TO EL. 8620: IN PHASE 2, RAISE 1 <br />EMBANKMENT <br />(DRAWING No <br />PREPARE[) - <br />> <br />8500 <br />FOUNDA I ;t, <br />w <br />� <br />EMBANKMENTD SECTIONS <br />J <br />w <br />MAIN EMBANKMENT <br />3 <br />3 <br />LINER <br />1 1 <br />P PARED <br />REPARED <br />FOUND TON PUTTER <br />EMBANKMENT <br />8400 <br />0 <br />400 <br />800 <br />1200 <br />1600 2000 2400 <br />2800 3200 <br />_ <br />3600 <br />4000 4400 4R' <br />DISTANCE - <br />FEET <br />SECTION <br />A - A' <br />4 <br />SCALE HORIZ <br />1"_200' <br />t <br />B <br />VERT <br />I <br />1' -100' <br />8650 <br />Ba <br />ANCHOR BENCH <br />8650 <br />1 L <br />EL. 8620' <br />ANCHOR BENCH <br />1 <br />27 <br />PHASE 2 PUMP STATION <br />EL, 8620' <br />1 <br />ACCESS RAMP <br />w <br />8600 <br />_ <br />(INCOMPLETE) <br />t_ <br />LL <br />ul <br />LINER <br />EL. 8590' <br />8600 U- <br />- -- — — - - -�- <br />- <br />LINER <br />p <br />ANCHOR BENCH <br />ANCHOR BENCH <br />EL. 8590' <br />,1 <br />EL 8590' <br />Z <br />o <br />j <br />8650 <br />W <br />W <br />- <br />a <br />8550 <br />` <br />PREPARED <br />w <br />l <br />FOUNDATION <br />u' <br />8600 <br />0 <br />200 <br />400 <br />600 <br />T — - .- -- - - -- <br />Soo 1000 <br />- - <br />8500 <br />r <br />DISTANCE - FEET <br />t <br />1 <br />SECTION Q - 13' <br />SPUTTER EMBANKMENT <br />I <br />SCALE HORIZ 1" =100' <br />VERT 1" -50' <br />8650 C <br />:•e� <br />w <br />W <br />LL <br />Z 8550 <br />O <br />F <br />W <br />J <br />w <br />8500 <br />8450 —1 <br />a <br />200 <br />I <br />I <br />4 <br />i <br />1 <br />f <br />r <br />I <br />it <br />iI <br />I <br />1 <br />E <br />f <br />i <br />t <br />\ PHASE 1 MAIN EMBANKMENT EL, 8690 <br />8600 <br />ANCHOR BENCH <br />EL. 8620: <br />qil <br />-, " ",F LEVAriONS <br />�:,Er <br />♦ <br />r <br />C <br />SOUTH <br />' 8 <br />ANCHOR BENCH 650 <br />NOTES <br />DIVERSION <br />EL. 8620' <br />w <br />LL <br />— — — — - -- - __-- ._____ ,__— _____� <br />PHASE 2�. AISE 2 EL, 8620_IPROJECTEDI <br />": 1 HE- ; F <br />'ECTION,, <br />r �.���� <br />+.. �... —..r.�— — —�.— �.—�.—�.— — — — —..r— — <br />_ <br />.n ,' r. .' , "1 tihl' t iiTiLD <br />ANNUAL <br />PHASE 2, RAISE 1 EL. 8606' AS BUILT • <br />— <br />� - • J 1 �� �� TT t l DRY <br />DENSITY <br />I <br />I <br />4 <br />i <br />1 <br />f <br />r <br />I <br />it <br />iI <br />I <br />1 <br />E <br />f <br />i <br />t <br />\ PHASE 1 MAIN EMBANKMENT EL, 8690 <br />8600 <br />qil <br />-, " ",F LEVAriONS <br />�:,Er <br />SOUTH <br />W <br />.., l�:la' [' i >� <br />! <br />