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I , <br />0 0 49 FM <br />d=dmmmmmmh=====l <br />IBM= <br />COMM GROUND SURFACE CONTOUR NO EL, FEET <br />EXISTING DRAINAGES <br />EXISTING ROAD/tRAL <br />EX151ING LOB LINER LIMITS <br />LINER EDGE BERM CENTERLINE <br />PROPOSED OD ml SINQUE-SIDED TEKTURED UDPE <br />GEDMEMBRANE LIMITS <br />SD Rd SINGLE <br />TEXTURED DFVJN COVER FLL TO BE <br />MLEROPMEOMM PI.ACED OVE]R GEOMEMBRAM <br />SEE NOTE 2 <br />101 3 IMAM <br />2' MINIMUM <br />GRAIN Wgult <br />ML J <br />V MINIMUM <br />SOL L INM FILL I r moo" <br />r <br />- TYPICAL ANCHOR TRENCH A <br />10 NTS <br />NTS <br />80 ml SINQUE-SIDED 7Exn"m <br />0 M RE a <br />UMUE o= <br />PREPARED FOUNDATION <br />SUWACE IN SOL LINM <br />X MINIMUM OYEFLAP <br />00 "A SINGLE TEXTIRED <br />(TDMURED FACE DOWO <br />U.DPE GEOMEMBFIANE <br />r GRAIN <br />COM FU <br />- v WL URN ML <br />H W")iSOIL LINER FILL TYPICAL SECTION <br />B <br />10 Km <br />Km <br />v\ SFR <br />-UCTURfiL FLL <br />NOITURAIL GROUND <br />C -' E=UKOW WMI Drum <br />C <br />Loy NTS <br />BERM SETTING OUT DATA* <br />POINT <br />NORTHING <br />EAsnNc <br />ELEVATION <br />A <br />52JMLW <br />37,605.37 <br />073LW <br />B <br />52.546.97 <br />37.976.62 <br />9,733A1 <br />C <br />32.624,37 <br />37.869 32 <br />9.727.42 <br />D <br />52-506.27 <br />37.606.74 <br />9,722.16 <br />E <br />EXPOSE EXISTING CONTAINMENT <br />BERMS. EXTRUSION WELD <br />PROPOSED ROPOSED LINER M EXISTING <br />LINER (SEE DETAIL C) <br />37.646.53 <br />40P <br />F <br />52.465.86 <br />37,0026 <br />9712.64 <br />D <br />........•... 40p <br />................. <br />............... <br />................ N ��: :. ., <br />37.631.52 <br />............. <br />........... ... <br />. . ....... <br />........ .... ........ <br />.......... <br />/A <br />H <br />.... ....... <br />U Ain ....... , ...... <br />i 37,621.41 <br />....................... ..... ........ <br />.................... ............. <br />..... . ......I .. <br />.................... . ..... <br />.......... ........... ... ... <br />.............. <br />................... <br />......... <br />-4 <br />0 0 49 FM <br />d=dmmmmmmh=====l <br />IBM= <br />COMM GROUND SURFACE CONTOUR NO EL, FEET <br />EXISTING DRAINAGES <br />EXISTING ROAD/tRAL <br />EX151ING LOB LINER LIMITS <br />LINER EDGE BERM CENTERLINE <br />PROPOSED OD ml SINQUE-SIDED TEKTURED UDPE <br />GEDMEMBRANE LIMITS <br />SD Rd SINGLE <br />TEXTURED DFVJN COVER FLL TO BE <br />MLEROPMEOMM PI.ACED OVE]R GEOMEMBRAM <br />SEE NOTE 2 <br />101 3 IMAM <br />2' MINIMUM <br />GRAIN Wgult <br />ML J <br />V MINIMUM <br />SOL L INM FILL I r moo" <br />r <br />- TYPICAL ANCHOR TRENCH A <br />10 NTS <br />NTS <br />80 ml SINQUE-SIDED 7Exn"m <br />0 M RE a <br />UMUE o= <br />PREPARED FOUNDATION <br />SUWACE IN SOL LINM <br />X MINIMUM OYEFLAP <br />00 "A SINGLE TEXTIRED <br />(TDMURED FACE DOWO <br />U.DPE GEOMEMBFIANE <br />r GRAIN <br />COM FU <br />- v WL URN ML <br />H W")iSOIL LINER FILL TYPICAL SECTION <br />B <br />10 Km <br />Km <br />v\ SFR <br />-UCTURfiL FLL <br />NOITURAIL GROUND <br />C -' E=UKOW WMI Drum <br />C <br />Loy NTS <br />BERM SETTING OUT DATA* <br />POINT <br />NORTHING <br />EAsnNc <br />ELEVATION <br />A <br />52JMLW <br />37,605.37 <br />073LW <br />B <br />52.546.97 <br />37.976.62 <br />9,733A1 <br />C <br />32.624,37 <br />37.869 32 <br />9.727.42 <br />D <br />52-506.27 <br />37.606.74 <br />9,722.16 <br />E <br />62.497.47 <br />37.646.53 <br />9.717.36 <br />F <br />52.465.86 <br />37,0026 <br />9712.64 <br />D <br />52A36A0 <br />37.631.52 <br />97OLSS <br />H <br />62.406.33 <br />i 37,621.41 <br />j 9701.77 <br />NOTES* <br />I . LOOVION OF BERM MAY BE <br />AMIUSTED M SUIT ACTUAL <br />2. COMPACTED SOL UNER ML OR <br />OTIIER ML APPROVED BY MANAGER <br />TO mhC*u ANCHOR 7RENm <br />Ak%" TREN(M INTERNAL TO IVIE <br />WIF MILL BE BACKFUED WH SOL <br />LJNER FILL <br />