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.y" <br />Y <br />Y <br />W <br />F <br />Y <br />J <br />be <br />6550 <br />1 <br />r <br />V <br />. � •••rr rr•.Y•• � rr. vVVV .V r..Y•• <br />1/ <br />2.5 <br />– <br />+ <br />FW <br />r <br />30' WIDE BENCH 0 EL. 6810' (BENCH 3) w" ' <br />.ka <br />. 6600 <br />a <br />- 6750 <br />2.5 30' WIDE BENCH (0 EL. 6760, YEAR 8. (BENCH 2) <br />/COAL REFUSE\ <br />TEMPORARY SLOPE <br />I , <br />% (T YR) <br />WW <br />2 <br />1 <br />4 <br />TOP <br />OF BENCH ELEVATION <br />6710, YEAR 1.5. (BENCH 1) <br />2 <br />VTEMPORARY <br />TOPSOIL AND SEED <br />OUTER SLOPE, 4 FEET COVER. <br />/_ <br />COLLECTION CHANNEL <br />i <br />STRIP TOPSOIL <br />PRIOR TO PLACEMENT OF REFUSE. <br />'s <br />TEMPORARY CMJJ30 ON CNAMIEL <br />W <br />' <br />LATERAL ROCK UNDERDRAIN <br />J <br />' <br />4•- •ZrC�W� _�� <br />W <br />�EXISTING COLLECTION CHANNEL <br />APPROXIMATE EXISTING <br />GROUND SURFACE. <br />– - <br />' <br />PPROXIMATE TOP OF"bEOROCH <br />t • <br />• 6550 <br />SECTION A -A' <br />_ <br />m, ad <br />HORIZONTAL SCALE, eE2MWNiW <br />0 15, 50. <br />% ' <br />VERTICAL SCALE: <br />Y <br />• DISTANCE TO ROCK OUTCROP, 13501 PPROXIMATE) <br />6900 <br />TOP OF FINAL PILE, EL. 6860' <br />2 REFUSE PILE <br />I <br />I_ <br />6900 <br />+— 2 % <br />— <br />� {tae <br />' EL. "GO' <br />N.T. S. <br />' <br />. -, <br />REFUSE <br />f '`� <br />�1 , <br />• <br />-*ri'Y 1�'I ,'.• a•� _ I S I,. Y <br />h, ;;rli �{�t Ir esatsq;ct• <br />•Ir ■ 100 PCf I 8— 68101 <br />Y•�,)�i <br />� E, <br />6600 <br />�. <br />C a 286,Psf• ° 0 <br />6800 <br />H <br />■ 30e I r1 <br />EL. 6760' <br />m <br />F•S. = 1.64 <br />2.5 <br />y <br />t` <br />I <br />30 WIDE BENCH, EL. 6710 <br />COLLUVIUM <br />Z <br />7 a 115 PCf C * 1350 � <br />2 5 <br />6700 <br />6700 <br />a 9 <br />I <br />C <br />0 <br />BEDROCK ;' <br />Ail :, . -,,.• <br />a <br />y • 160 PCI <br />W <br />F S. ■ 1. 73, CASE 1 <br />`yi <br />1. Ste CAME <br />6500 <br />16500 <br />PARTIALLY MINED COAL UNDERCLAY <br />1 <br />' <br />1 <br />SEAM. C Ppf �■ <br />CASE 1 1350 9 100 50 0 50 100 <br />REFUSE PILE <br />16400 J <br />-CASE 2 4320 0 <br />'6400 <br />SCALE 1% 100 <br />• <br />(AlC <br />lel CLEAN. HARD, DURABLE <br />ROCK LATERAL STABILITY ANALYSIS <br />MW <br />-. <br />—4' (min.) — <br />LATERAL ROCK UNDERDRAIN <br />N.T.S. <br />PermM1 Number e'c' <br />Class: Wermil - <br />Class O Revision --------- -------------------------- <br />Type seq <br />Class ❑ Report ❑ Hydro ❑General - - - <br />Doc Type <br />-- r, s <br />❑Applira LOn (Coal on El rn <br />ly) Bond O Enlort:eem O Ins eclion <br />:R FABRIC, MIRAFI 140 N OR EOUIVALENT. <br />6850 <br />FW <br />r <br />.ka <br />. 6600 <br />- 6750 <br />H <br />WW <br />4 <br />- 6700 <br />O <br />/_ <br />'s <br />W <br />' <br />J <br />- 6650 <br />W <br />- 6600 <br />– - <br />• 6550 <br />4 —S dPE <br />% ' <br />Y <br />2'(il 1 <br />2 REFUSE PILE <br />I <br />.� , 1 ,� l'... ....l .. r.• .. ....y: <br />'i'Ai • <��r,l �; ' i rl <br />� {tae <br />N.T. S. <br />. -, <br />f '`� <br />�1 , <br />-*ri'Y 1�'I ,'.• a•� _ I S I,. Y <br />h, ;;rli �{�t Ir esatsq;ct• <br />Y•�,)�i <br />� E, <br />_ � <br />�. <br />r <br />_ <br />RIPRAP <br />2� <br />— — — — <br />2' (Mills <br />2 2 <br />Mo. �rw arAola... urwal. raw r ti rnurYAI all - <br />PERIMETER DRAINAGE CHANNEL <br />N.T. S. <br />CE/ tjE <br />0 <br />19773 0' <br />UNDERDRAIN (LATERAL) 1 �N 0 199; <br />cc' •W <br />Mhos <br />... • ENS Rec1 Cared <br />•. � MAL BrTa /inn tic,,; <br />LONGITUDINAL ' ROCK UNDERDRAIN— :.r�.w �T <br />N.T. S. �: `ONVERT INITIAL TEMPORARY COLLECTION CHAN <br />This doeranant,and the information and know-how therein, are proprietary to Anaconda Minerals Company and may not be uNd,rproduced �d�0 (Q SCALE: AS NOTED <br />or dy." to Wall without the prior written parmiaW OLAnsconde Mineral■ Company. Permitted reproduction In whole or M pan, t/ <br />kw1u kr0 bonower'sehop dr- I shN bow this Will Return of this deoumeM, and all copies thered, must be made to Anaconda <br />DRAWN Win ray Company upon request. <br />IN /��Crs�e iii s� o sr / t x 7l <br />V <br />CHEOM 62 MICHAEL BAKER, JR., INC. ANACONDAMM'1Ba118Cavvey O CROS� CrdSS s�rO,, DRAWING NO. <br />COULTING ENGINEERSM� REFI,(> MG-R <br />NS <br />C� 0 ADO 80014 MOUNT fir" 003 II��III��III��I�III�II�I��I�IIII��III��I <br />GYDOITT! 10 A"fNOVED (i 001450 <br />M7. r MENNETl =47, <br />