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F <br />V <br />J <br />e <br />J <br />L <br />GRANULAR EMBANKMENT FILL <br />(MATERIAL TYPE 41 <br />B ANCHOR BENCH <br />B' <br />/A' <br />EL. 8620' <br />A <br />8450 <br />z' <br />PROTECTIVE COVER: <br />8650 <br />_..... ..._..._......._._. .. <br />_ .__. ... <br />_ BENCH <br />ANCHOR B <br />8650 <br />0 <br />............................... <br />. ............................... <br />MATERIAL TYPE 2 <br />1600 <br />1800 <br />2000 <br />8700 <br />.............................................................................................................................................................................................. <br />.� <br />4 -40 mil VLDPE LINER <br />DISTANCE - FEET <br />PHASE 11, RAISE 2 8620_ (PROJECTED) _____ __________�._____— <br />_ _ <br />____.__ � <br />PHASE II, RAISE 2 ' <br />/ LINER FOUNDATION: <br />j <br />---------- <br />_EL. <br />�'— __ <br />PHASE II, RAISE 1 EL. 8605' <br />EMBANKMENT FILL <br />MATERIAL TYPE 3 <br />PHASE II, RAISE 1 <br />SECTION 13 - 13' <br />(AS SPECIFIEDI <br />F <br />... .. . ... ...... .... . ........... <br />PHASE II FINAL ELEVATION 8615' <br />8600 <br />GRADED EMBANKMENT FOUNDATION <br />8600 <br />w <br />w8600 <br />EL. 8.60.5 ......... :............PFIASE <br />.............. <br />.............................. <br />.............................. .............................. <br />SOUTH <br />8600 <br />LL <br />LL <br />W <br />(SURFACE EL. 8582' <br />DIVERSION <br />3 <br />MATERIAL TYPE 1 <br />w <br />Uj W <br />ANCHOR BENCH <br />ORIGINAL <br />2 <br />2: <br />EL. 8590' <br />EL. 8590' <br />GROUND <br />3 MAIN <br />z 8550 <br />+ <br />�'+ <br />_. ....... ......... -.. .... _...._............ _.. .- ..... .... _........- ........ <br />8550 <br />z <br />z0 <br />O <br />SURFACE <br />z 5 <br />t r STARTER t <br />J MATERIAL TYPE 3 <br />FOUNDATION <br />r <br />O <br />GRADED EMBANKMENT FOUNDATION <br />a <br />a <br />CL PHASE II RAISE 2 <br />a <br />> <br />EMBANKMENT <br />6 0' <br />8500 <br />a <br />> <br />> <br />8500 <br />. ...... ............................... <br />PHASE I --� <br />I� �I —� PHASE II RAISE 1 <br />LINER <br />DETAIL 2 <br />W <br />8500 <br />8500 <br />..................... ..........:.................... ...........:...........PREPARED ..... <br />FOUNDATION <br />ELSBARWENT FOUNDATION DRAINAGE <br />BLANKET <br />J <br />W <br />w <br />3 3 <br />PREPARED <br />AND LINER SYSTEU <br />—� �— <br />( <br />+r �+ <br />r <br />FOUNDATION <br />SPLITTER <br />; - <br />!' <br />15' <br />I 3 RAISE 2 EL, 8620' <br />- -- - - - <br />C l <br />EMBANKMENT <br />C <br />�_ <br />t +� <br />3 RAISE 1 EL 8605' <br />----------- -2� - -- -- - <br />EXISTING TAILINGS EL, 8600 <br />s1• /. SLOPE <br />NOTE: <br />8600 <br />PHASE I EL. 8590 r <br />_ <br />EXISTING <br />—�+ <br />8400 <br />8600 <br />8400 <br />FOOTPRINT OF THE <br />1/ <br />SPUTTER EMBANKMENT INCLUDING THE BARGE <br />0 400 <br />800 1200 1600 <br />2000 <br />2400 <br />2800 3200 <br />3600 4000 4400 4800 F,'' <br />5200 <br />DISTANCE - <br />FEET <br />SECTION <br />A - A' <br />GEOTEXTILE <br />1 L <br />8550 <br />w <br />LL8550 <br />SCALE: HORIZ. <br />1" =200' <br />FABRIC <br />LL <br />— <br />VERT. <br />1" =100' <br />I 1 <br />2 5 <br />GRANULAR EMBANKMENT FILL <br />(MATERIAL TYPE 41 <br />B ANCHOR BENCH <br />B' <br />EL. 8620' <br />8450 <br />z' <br />PROTECTIVE COVER: <br />8650 <br />_..... ..._..._......._._. .. <br />_ .__. ... <br />_ BENCH <br />ANCHOR B <br />8650 <br />0 <br />200 400 600 <br />800 <br />MATERIAL TYPE 2 <br />1600 <br />1800 <br />2000 <br />EL. 8620' <br />.� <br />4 -40 mil VLDPE LINER <br />DISTANCE - FEET <br />PHASE 11, RAISE 2 8620_ (PROJECTED) _____ __________�._____— <br />_ _ <br />____.__ � <br />t' <br />/ LINER FOUNDATION: <br />j <br />---------- <br />_EL. <br />�'— __ <br />PHASE II, RAISE 1 EL. 8605' <br />EMBANKMENT FILL <br />MATERIAL TYPE 3 <br />SECTION 13 - 13' <br />(AS SPECIFIEDI <br />... .. . ... ...... .... . ........... <br />LKAIN ENIBANKFAENT <br />8600 <br />GRADED EMBANKMENT FOUNDATION <br />8600 <br />PHASE I MAIN EMBANKMENT EL. 8590' <br />SCALE: HORIZ. 1" =100' <br />SOUTH <br />w <br />w <br />W <br />DIVERSION <br />3 <br />MATERIAL TYPE 1 <br />w <br />Uj W <br />ANCHOR BENCH <br />ANCHOR BENCH: DITCH <br />W <br />DETAIL 1 <br />EL. 8590' <br />EL. 8590' <br />ELSBANKLIENT FOUNDATION LINER SYSTFRS <br />z 8550 <br />_. .... _ . ......... ...... .. ......:........................ <br />... _........- ........ _............ ............................ ..... - .......... ... -.._.. <br />_. ....... ......... -.. .... _...._............ _.. .- ..... .... _........- ........ <br />8550 <br />Z <br />O <br />n r <br />1 =2 <br />O <br />J MATERIAL TYPE 3 <br />r <br />GRADED EMBANKMENT FOUNDATION <br />a <br />a <br />CL PHASE II RAISE 2 <br />> <br />6 0' <br />PHASE I --� <br />I� �I —� PHASE II RAISE 1 <br />W <br />DETAIL 2 <br />8500 <br />8500 <br />..................... ..........:.................... ...........:...........PREPARED ..... <br />FOUNDATION <br />ELSBARWENT FOUNDATION DRAINAGE <br />BLANKET <br />LINER <br />TAILINGS <br />GRADED IMPOUNDMENT FLOOR <br />PROTECTIVE COVER: <br />MATERIAL TYPE 2 <br />�� 40 mil VLDPE LINER <br />LINER FOUNDATION: <br />MATERIAL TYPE 3 <br />DETAIL 3 <br />DRAINAGE BLANKET AND LINER SYSTEM <br />1 " =2' <br />DETAIL S <br />GEOTEXTILE OVER EXISTING TAILINGS <br />NTS <br />TITLE: <br />EMBANKMENT SECTIONS <br />AND DETAILS <br />Permit Number H <br />Class: DPermit <br />SectiontExhibit: <br />I Class: D Revisi <br />i TYpe/SeQ: <br />Class: Report D Hydro DGeneml F V r <br />Doc Type_ ----- --- <br />'OApplicadon (Coal only) D Bond D Enforcement D Inspection j 4��— j 0,2 <br />oROJECT No.: 14729 <br />IFlllllllllllllllllllllllllllllllllllllllllllllll <br />0 0 0 1 2 1 9 9 <br />8450 <br />8450 <br />0 <br />200 400 600 <br />800 <br />1000 1200 1400 <br />1600 <br />1800 <br />2000 <br />2000 <br />DISTANCE - FEET <br />EMBANKMENT FILL <br />SECTION 13 - 13' <br />(AS SPECIFIEDI <br />LKAIN ENIBANKFAENT <br />SCALE: HORIZ. 1" =100' <br />DRAINAGE BLANKET: <br />VERT. 1 " =50' <br />3 <br />MATERIAL TYPE 1 <br />- <br />- f— 40 mil VLDPE LINER <br />t' <br />}LINER FOUNDATION: <br />J MATERIAL TYPE 3 <br />GRADED EMBANKMENT FOUNDATION <br />CL PHASE II RAISE 2 <br />6 0' <br />PHASE I --� <br />I� �I —� PHASE II RAISE 1 <br />DETAIL 2 <br />- MATERIAL <br />ELSBARWENT FOUNDATION DRAINAGE <br />BLANKET <br />30' <br />15' TYPE 1 <br />AND LINER SYSTEU <br />—� �— <br />( <br />1' _2' <br />15' <br />I 3 RAISE 2 EL, 8620' <br />- -- - - - <br />C l <br />C <br />�_ <br />t +� <br />3 RAISE 1 EL 8605' <br />----------- -2� - -- -- - <br />EXISTING TAILINGS EL, 8600 <br />s1• /. SLOPE <br />NOTE: <br />8600 <br />PHASE I EL. 8590 r <br />_ <br />EXISTING <br />—�+ <br />8600 <br />THIS DETAIL WILL APPLY TO THE TOTAL <br />FOOTPRINT OF THE <br />MATERIAL <br />SPUTTER EMBANKMENT INCLUDING THE BARGE <br />RAMPS. <br />TYPE 1 SEE DETAIL <br />I <br />4 <br />GEOTEXTILE <br />1 L <br />8550 <br />w <br />LL8550 <br />FABRIC <br />LL <br />I 1 <br />2 5 <br />z <br />j <br />EXISTING GRANULAR <br />MATERIAL <br />z <br />O <br />EMBANKMENT FILL <br />EXISTING <br />TYPE 2 <br />O <br />F <br />(MATERIAL TYPE 4) <br />MATERIAL TYPE 1 <br />a <br />w <br />8500 <br />2' PROTECTIVE COVER <br />8500 <br />J <br />J <br />(MATERIAL TYPE 2) <br />W <br />w <br />EXISTING <br />EXISTING FOUNDATION LINER <br />SYSTEM <br />DRAINAGE BLANKET S LINER SYSTEM <br />EXISTING DRAINAGE BLANKET 8 <br />LINER SYSTEM 8450 <br />8450 <br />(DETAIL 1) <br />(DETAIL 2) <br />(DETAIL 3) <br />pl -'• ^ <br />•RFGEIVED <br />SECTION <br />C -C' <br />JUL 141 F <br />GENERALIZED ELSBANKMENT <br />CROSS - SECTION A -A' <br />F <br />1" =50' <br />Division of Minerals Gf <br />TAILINGS <br />GRADED IMPOUNDMENT FLOOR <br />PROTECTIVE COVER: <br />MATERIAL TYPE 2 <br />�� 40 mil VLDPE LINER <br />LINER FOUNDATION: <br />MATERIAL TYPE 3 <br />DETAIL 3 <br />DRAINAGE BLANKET AND LINER SYSTEM <br />1 " =2' <br />DETAIL S <br />GEOTEXTILE OVER EXISTING TAILINGS <br />NTS <br />TITLE: <br />EMBANKMENT SECTIONS <br />AND DETAILS <br />Permit Number H <br />Class: DPermit <br />SectiontExhibit: <br />I Class: D Revisi <br />i TYpe/SeQ: <br />Class: Report D Hydro DGeneml F V r <br />Doc Type_ ----- --- <br />'OApplicadon (Coal only) D Bond D Enforcement D Inspection j 4��— j 0,2 <br />oROJECT No.: 14729 <br />IFlllllllllllllllllllllllllllllllllllllllllllllll <br />0 0 0 1 2 1 9 9 <br />