Laserfiche WebLink
6320 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />6040 <br />6020 <br />6000 <br />5980 <br />5960 <br />SECTION A -A' <br />Gob Pile #2 <br />DRnVngVn W7W TnO nW MR CrTRFArF. <br />U <br />I <br />U U <br />z-J <br />O� <br />H <br />U "o un <br />W Q <br />Ln O <br />N O m <br />0 <br />M <br />u <br />_ <br />11 <br />7R -76, Expand Gob Pile #2 <br />Tn <br />10 <br />TR -72, Adequacy Response #1 <br />z <br />0 <br />9 <br />TR -72, Gob Pile #2 Expansion <br />Fn <br />8 <br />TR -64, Gob Pile #4 As —built slope revision <br />04 -08 -09 <br />7 <br />TR -61, Gob Revision, Adequacy Review #1 <br />6 <br />08 +£ <br />No. <br />DESCRIP770N: <br />a <br />. <br />1 <br />Ben <br />I97 <br />09 +f <br />M <br />Ob +£ <br />EXIS <br />G GRO <br />NO <br />x <br />0 0 0 0 0 0 0 0 0 0 <br />+ + + + + + + + + + <br />0 0 <br />m <br />+ <br />OZ +£ <br />U <br />d <br />z <br />rA <br />00 +£ <br />01 <br />io <br />_2;1 <br />0 <br />O <br />K <br />BEN (H <br />3, <br />:1 <br />OF P <br />CQ <br />E- <br />`J <br />� <br />Pa <br />I <br />F <br />rn <br />09 +; <br />Bench <br />5 <br />C <br />T S <br />OPE <br />Ob +; <br />M <br />O <br />OZ +i <br />ENC <br />O <br />0 <br />E- <br />OO +i <br />P <br />F <br />i <br />0;1 <br />w <br />08 +1 <br />3. p. <br />Bench <br />15' <br />a <br />09 +1 <br />Ob +1 <br />o, <br />N' <br />U <br />w <br />OZ +" <br />w <br />00 +) <br />s <br />O <br />I <br />S, <br />0 <br />U <br />w <br />�. <br />F <br />08 +I <br />15' <br />BE9CH_ <br />STI <br />� <br />y <br />D 0 <br />D N It <br />+ <br />D O <br />0 <br />+ <br />O <br />0 <br />0 <br />+ <br />O <br />0 0 0 0 0 0 0 0 0 0 <br />m O N d' t0 m O N d' 0 <br />+ + + + + + + + + + <br />O '. '. !A '. ., N N N N <br />0 0 0 <br />m O N It <br />+ + + <br />N M M <br />0 <br />+ <br />M <br />0 <br />0 <br />+ <br />M <br />0 0 0 0 0 <br />m O N IT 10 <br />+ + + + + <br />M d' It d' d' d' <br />0 0 0 <br />m O N It <br />+ + + <br />N m <br />P; <br />0 0 o c <br />m O N d <br />+ + n i <br />N n , <br />09 +1 <br />W <br />0 <br />0 <br />O O O <br />. N d' . <br />f + + + <br />7 O O O <br />4. <br />O O O p O <br />m . N . l0 <br />+ + + + + <br />N N N N <br />O O O O O <br />m O N V t0 <br />+ + + + + <br />N M M M M <br />O O O <br />m O N <br />+ + + <br />M V a <br />O O <br />V . <br />+ + <br />a d' d' <br />O O O O <br />m O N 7 <br />+ + + + <br />In ul Ln <br />1 <br />O O O O O O O <br />m O N 7 t0 m O <br />+ + + + + + + i <br />N b t0 LO u7 r\ t <br />P: <br />P. <br />.O. <br />x <br />Dv +1 <br />CQ <br />d• <br />i` <br />I <br />E <br />0Z +1 <br />FXISIT'.4G <br />RO <br />pE <br />MIT <br />ED IOP <br />OF <br />PIZ <br />a <br />Pa <br />O <br />OO+L <br />6• <br />v <br />P. <br />U <br />L <br />rn <br />3,a <br />5' BENCH <br />LATTRAL <br />SUBDRAIb <br />S <br />1 <br />' BENCH <br />0 ;1 <br />0 <br />0 0 <br />0 0 0 0 0 <br />0 0 0 0 0 <br />O N 'd' t0 <br />0 0 0 <br />m O N d' <br />M M <br />0 0 <br />'D <br />M M <br />0 0 0 <br />m O N d' <br />M d' d' d' <br />0 <br />k0 <br />d' <br />0 <br />00 <br />0 0 0 <br />O N d' <br />� N N <br />0 <br />LO <br />N Vl <br />0 <br />Ln <br />0 0 0 <br />m O N <br />LD LO <br />0 <br />d' )0 <br />m <br />0 <br />O <br />0 0 0 0 <br />m O N d' t0 <br />O n f\ r` C` <br />0 0 0 0 <br />Co O N d' <br />r` m m <br />0 0 <br />%D <br />N m <br />0 0 0 <br />m O N It <br />m Ol O 0) <br />0 0 <br />t0 <br />01 <br />0 0 0 <br />m O N d' <br />N O O <br />0 <br />O <br />0 <br />O Co <br />O <br />0 0 0 0 0 0 0 0 <br />O N 7 t0 m O N <br />O .y .-i <br />U <br />I <br />U U <br />z-J <br />O� <br />H <br />U "o un <br />W Q <br />Ln O <br />N O m <br />0 <br />M <br />u <br />_ <br />N O o 0 <br />11 <br />7R -76, Expand Gob Pile #2 <br />Tn <br />10 <br />TR -72, Adequacy Response #1 <br />z <br />0 <br />9 <br />TR -72, Gob Pile #2 Expansion <br />Fn <br />8 <br />TR -64, Gob Pile #4 As —built slope revision <br />04 -08 -09 <br />7 <br />TR -61, Gob Revision, Adequacy Review #1 <br />6 <br />08 +£ <br />No. <br />DESCRIP770N: <br />a <br />. <br />1 <br />Ben <br />I97 <br />09 +f <br />M <br />Ob +£ <br />EXIS <br />G GRO <br />NO <br />x <br />0 0 0 0 0 0 0 0 0 0 <br />+ + + + + + + + + + <br />0 0 <br />m <br />+ <br />OZ +£ <br />U <br />d <br />z <br />rA <br />00 +£ <br />01 <br />io <br />_2;1 <br />0 <br />O <br />K <br />BEN (H <br />E)CIS1 <br />08 +; <br />OF P <br />CQ <br />E- <br />`J <br />� <br />Pa <br />I <br />F <br />rn <br />09 +; <br />Bench <br />5 <br />C <br />T S <br />OPE <br />Ob +; <br />M <br />O <br />OZ +i <br />ENC <br />O <br />0 <br />E- <br />OO +i <br />P <br />F <br />i <br />0;1 <br />w <br />08 +1 <br />3. p. <br />Bench <br />15' <br />a <br />09 +1 <br />Ob +1 <br />o, <br />N' <br />U <br />w <br />OZ +" <br />w <br />00 +) <br />s <br />O <br />I <br />S, <br />0 <br />U <br />w <br />�. <br />F <br />08 +I <br />a <br />STI <br />� <br />y <br />D 0 <br />D N It <br />+ <br />D O <br />0 <br />+ <br />O <br />0 <br />0 <br />+ <br />O <br />0 0 0 0 0 0 0 0 0 0 <br />m O N d' t0 m O N d' 0 <br />+ + + + + + + + + + <br />O '. '. !A '. ., N N N N <br />0 0 0 <br />m O N It <br />+ + + <br />N M M <br />0 <br />+ <br />M <br />0 <br />0 <br />+ <br />M <br />0 0 0 0 0 <br />m O N IT 10 <br />+ + + + + <br />M d' It d' d' d' <br />0 0 0 <br />m O N It <br />+ + + <br />N m <br />P; <br />0 0 o c <br />m O N d <br />+ + n i <br />N n , <br />09 +1 <br />W <br />0 <br />0 <br />O O O <br />. N d' . <br />f + + + <br />7 O O O <br />O O O O O <br />m O N V t0 <br />+ + + + + <br />O .y .a .. .v .. <br />O O O p O <br />m . N . l0 <br />+ + + + + <br />N N N N <br />O O O O O <br />m O N V t0 <br />+ + + + + <br />N M M M M <br />O O O <br />m O N <br />+ + + <br />M V a <br />O O <br />V . <br />+ + <br />a d' d' <br />O O O O <br />m O N 7 <br />+ + + + <br />In ul Ln <br />O <br />m <br />+ <br />m Ln <br />O O O O O O O <br />m O N 7 t0 m O <br />+ + + + + + + i <br />N b t0 LO u7 r\ t <br />P: <br />P. <br />.O. <br />x <br />Dv +1 <br />CQ <br />d• <br />i` <br />I <br />E <br />0Z +1 <br />P. <br />a <br />Pa <br />O <br />OO+L <br />N O o 0 <br />REFERENCES <br />0 0 0 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />i <br />T K. B. <br />11 <br />7R -76, Expand Gob Pile #2 <br />Tn <br />10 <br />TR -72, Adequacy Response #1 <br />z <br />0 <br />9 <br />TR -72, Gob Pile #2 Expansion <br />Fn <br />8 <br />TR -64, Gob Pile #4 As —built slope revision <br />04 -08 -09 <br />7 <br />TR -61, Gob Revision, Adequacy Review #1 <br />6 <br />TR -61, Gob Revision <br />No. <br />DESCRIP770N: <br />REFERENCES <br />0 0 0 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />i <br />T K. B. <br />10131112 <br />LEGEND: <br />PERMIT BOUNDARY <br /><<<<<<< <<«< < < <<« << «< BERM OR GUARDRAIL <br />—`— FENCE <br />POWERL /NE /TELEPHONE <br />—�—► DESIGN DITCH <br />>— _ _ _ — —< CULVERT <br />LIGHT USE ROAD <br />HAUL ROAD <br />T K. B. <br />05122112 <br />T.K.B. <br />02102112 <br />T.K.B. <br />08106/09 <br />T.K.B. <br />06103109 <br />T.K.B. <br />04 -08 -09 <br />BY <br />DATE <br />SECTION F -F' <br />6320 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />6040 <br />6020 <br />6000 <br />5980 <br />5960 <br />0 <br />It <br />N <br />H =V: 1" = 60' <br />H =V: 1" = 60' <br />Gob Pile #2 Expansion Area <br />MATERIAL STORAGE AREAS <br />GOB PILE AREA (Vol. <br />IV) <br />NEW <br />rOP OF <br />5' <br />BEN <br />H <br />AREA <br />D RIP —RAP CHANNEL <br />AS—BUILT <br />SURFACI <br />3 1:1 <br />. <br />1 <br />Ben <br />I97 <br />M <br />EXIS <br />G GRO <br />NO <br />x <br />0 0 0 0 0 0 0 0 0 0 <br />+ + + + + + + + + + <br />0 0 <br />m <br />+ <br />z <br />rA <br />01 <br />io <br />_2;1 <br />5 <br />BEN (H <br />E)CIS1 <br />ING TO <br />OF P <br />CQ <br />I <br />F <br />Bench <br />5 <br />C <br />T S <br />OPE <br />M <br />O <br />1 <br />ENC <br />O <br />0 <br />E- <br />r <br />P <br />F <br />i <br />0;1 <br />w <br />3. p. <br />Bench <br />15' <br />a <br />U <br />w <br />w <br />O <br />I <br />0 <br />F <br />STI <br />G GROUND <br />y <br />D 0 <br />D N It <br />+ <br />D O <br />0 <br />+ <br />O <br />0 <br />0 <br />+ <br />O <br />0 0 0 0 0 0 0 0 0 0 <br />m O N d' t0 m O N d' 0 <br />+ + + + + + + + + + <br />O '. '. !A '. ., N N N N <br />0 0 0 <br />m O N It <br />+ + + <br />N M M <br />0 <br />+ <br />M <br />0 <br />0 <br />+ <br />M <br />0 0 0 0 0 <br />m O N IT 10 <br />+ + + + + <br />M d' It d' d' d' <br />0 0 0 <br />m O N It <br />+ + + <br />N m <br />0 0 <br />to <br />+ + <br />m N <br />0 0 o c <br />m O N d <br />+ + n i <br />N n , <br />W <br />0 <br />0 <br />O O O <br />. N d' . <br />f + + + <br />7 O O O <br />O O O O O <br />m O N V t0 <br />+ + + + + <br />O .y .a .. .v .. <br />O O O p O <br />m . N . l0 <br />+ + + + + <br />N N N N <br />O O O O O <br />m O N V t0 <br />+ + + + + <br />N M M M M <br />O O O <br />m O N <br />+ + + <br />M V a <br />O O <br />V . <br />+ + <br />a d' d' <br />O O O O <br />m O N 7 <br />+ + + + <br />In ul Ln <br />O <br />m <br />+ <br />m Ln <br />O O O O O O O <br />m O N 7 t0 m O <br />+ + + + + + + i <br />N b t0 LO u7 r\ t <br />0 <br />a <br />> <br />wa <br />W N <br />z <br />O fE <br />H <br />U <br />Uj U" <br />N 00 0m N 7 N 00 W )00 <br />N <br />W <br />C <br />0 <br />U <br />00+9 <br />08 +S <br />09 +S <br />OtA +S <br />OZ +S <br />00 +5 <br />08 +b <br />O9 +b <br />Ob +b <br />OZ +ti <br />DD +y <br />08 +£ <br />09 +£ <br />Ob +E <br />OZ +£ <br />00 +£ <br />08 +Z <br />09 +Z <br />Ob +Z <br />OZ +Z <br />00 +Z <br />08 +T <br />09 +T <br />Ob +T <br />OZ +T <br />OO +T <br />08 +0 <br />09 +0 <br />06 +0 <br />OZ +O <br />D0 +0 <br />M 0 t0 t0 tp k0 )0 � )0 )O )0 40 <br />0 <br />TOPSOIL STOCKPILE AREAS <br />MATERIAL STORAGE AREAS <br />GOB PILE AREA (Vol. <br />IV) <br />NEW <br />rOP OF <br />GOB PILE AREA (Va. <br />IX) <br />COVERFILL STOCKPILE <br />AREA <br />D RIP —RAP CHANNEL <br />AS—BUILT <br />SURFACI <br />3 1:1 <br />Ben <br />I97 <br />M <br />EXIS <br />G GRO <br />NO <br />x <br />0 0 0 0 0 0 0 0 0 0 <br />+ + + + + + + + + + <br />0 0 <br />m <br />+ <br />z <br />rA <br />io <br />E)CIS1 <br />ING TO <br />OF P <br />CQ <br />I <br />F <br />Bench <br />5 <br />M <br />O <br />O <br />0 <br />E- <br />r <br />P <br />F <br />i <br />w <br />3. p. <br />Bench <br />15' <br />a <br />U <br />w <br />w <br />O <br />I <br />0 <br />F <br />ti <br />y <br />D 0 <br />D N It <br />+ <br />D O <br />0 <br />+ <br />O <br />0 <br />0 <br />+ <br />O <br />0 0 0 0 0 0 0 0 0 0 <br />m O N d' t0 m O N d' 0 <br />+ + + + + + + + + + <br />O '. '. !A '. ., N N N N <br />0 0 0 <br />m O N It <br />+ + + <br />N M M <br />0 <br />+ <br />M <br />0 <br />0 <br />+ <br />M <br />0 0 0 0 0 <br />m O N IT 10 <br />+ + + + + <br />M d' It d' d' d' <br />0 0 0 <br />m O N It <br />+ + + <br />N m <br />0 0 <br />to <br />+ + <br />m N <br />0 0 o c <br />m O N d <br />+ + n i <br />N n , <br />W <br />0 <br />0 <br />0 <br />P: <br />P. <br />CQ <br />i` <br />I <br />E <br />a <br />O <br />6• <br />v <br />P. <br />U <br />L <br />rn <br />00+9 <br />08 +S <br />09 +S <br />OtA +S <br />OZ +S <br />00 +5 <br />08 +b <br />O9 +b <br />Ob +b <br />OZ +ti <br />DD +y <br />08 +£ <br />09 +£ <br />Ob +E <br />OZ +£ <br />00 +£ <br />08 +Z <br />09 +Z <br />Ob +Z <br />OZ +Z <br />00 +Z <br />08 +T <br />09 +T <br />Ob +T <br />OZ +T <br />OO +T <br />08 +0 <br />09 +0 <br />06 +0 <br />OZ +O <br />D0 +0 <br />M 0 t0 t0 tp k0 )0 � )0 )O )0 40 <br />0 <br />TOPSOIL STOCKPILE AREAS <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />O <br />— — — — — — — — — — — — <br />n <br />° A.4 . ° 4 • 4FJL TER aAGGRE ATE q <br />a <br />DRAIN PIPE <br />.d 4 <br />1' Min COMMON FILL <br />o U 57(-- <br />w, j <br />ICI -ICI <br />` <br />—III— O <br />4, K DRAIN <br />/�/ — <br />- III =III c��cr <br />I I -I ' NATURAL GROUND I- <br />il <br />10' <br />TYPICAL SECTION <br />LATERAL SUBDRAIN CROSSING ROCK DRAIN <br />SECTION B -B' <br />Coverfill Pile <br />FILTER <br />FABRIC <br />6040 6040 <br />6020 <br />6000 <br />5980 <br />5960 <br />5940 <br />MATERIAL STORAGE AREAS <br />GOB PILE AREA (Vol. <br />IV) <br />NEW <br />rOP OF <br />GOB PILE AREA (Va. <br />IX) <br />COVERFILL STOCKPILE <br />AREA <br />D RIP —RAP CHANNEL <br />AS—BUILT <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />6060 <br />O <br />— — — — — — — — — — — — <br />n <br />° A.4 . ° 4 • 4FJL TER aAGGRE ATE q <br />a <br />DRAIN PIPE <br />.d 4 <br />1' Min COMMON FILL <br />o U 57(-- <br />w, j <br />ICI -ICI <br />` <br />—III— O <br />4, K DRAIN <br />/�/ — <br />- III =III c��cr <br />I I -I ' NATURAL GROUND I- <br />il <br />10' <br />TYPICAL SECTION <br />LATERAL SUBDRAIN CROSSING ROCK DRAIN <br />SECTION B -B' <br />Coverfill Pile <br />FILTER <br />FABRIC <br />6040 6040 <br />6020 <br />6000 <br />5980 <br />5960 <br />5940 <br />SECTION D -D' <br />Gob Pile #4 <br />6020 <br />6000 <br />5980 <br />5960 <br />5940 <br />0 <br />H =V: I" = 40' <br />PROPOSE) <br />NEW <br />rOP OF <br />GOB EURFACI <br />OVER <br />AS—BUILT <br />SURFACI <br />3 1:1 <br />Ben <br />I97 <br />EXIS <br />G GRO <br />NO <br />0 0 0 0 <br />+ + + + <br />0 0 0 0 0 0 0 0 0 0 <br />+ + + + + + + + + + <br />0 0 <br />m <br />+ <br />SECTION D -D' <br />Gob Pile #4 <br />6020 <br />6000 <br />5980 <br />5960 <br />5940 <br />0 <br />H =V: I" = 40' <br />POND "C" <br />I <br />• 6442 LOCATION & ELEVATION OF STRENGTH TEST SAMPLES <br />RESULTS OF STRENGTH TESTS SHOWN IN 2005 LAMBERT GE07ECHNICAL REPORT <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />H =V: I" = 40' <br />J / <br />— r <br />_ -- � GbB PILE [2 DE A!LS <br />i <br />����. _ _� POND „P„ <br />6000 . _ - s Ola - aiL�la SF 4.WA <br />mrcnA,j^wr vccr. L r L <br />SUBDRA`P <br />C4_44 7 <br />i <br />r <br />PREPARED FOR: PROJECT: <br />ENGINEER'S CERTIFICATION N 'L BOWIE NO. 2 MINE <br />I here �r� gl this drawing was done D D BOWIE RESOURCES, LTD. 15ry TITV, <br />by u iy ",ect supervision and D BOWIE N0. 2 MINE W E'0 e�Re a & <br />th a�l: thT " s <br />qgt� e 9e�gfi tion presented on P.O. BOX 483 n <br />thr d? in is tre ar d correct to the BOWIE RESOURCES, LTD. PAONIA, COLORADO 81428 S COAL MINE WASTE DISPOSAL AREA <br />be t a r51y 061wledge and belief. I ONE INCH I <br />aJ' 11° "f° I?! - - 'TC ASSOCIATES Inc DRMS I.D. No. DWG. NAME: <br />Tom , K Sto erg op Date _ st>=et, u�tt B DESIGNED BY: C — 1996 — 083 <br />Colorer IpNA4� =— — �rand Jet., CO U1j'= DRAWN BY: L.K.J. SCALE: VOLUME IX FIGURE <br />- - -- CHECKED 1,+ = 200, <br />PROPOSE) <br />NEW <br />rOP OF <br />GOB EURFACI <br />Ben <br />h 15' <br />E)CIS1 <br />ING TO <br />OF P <br />Bench <br />5 <br />3. p. <br />Bench <br />15' <br />2.S <br />I <br />D 0 <br />D N It <br />+ <br />D O <br />0 <br />+ <br />O <br />0 <br />0 <br />+ <br />O <br />0 0 0 0 0 0 0 0 0 0 <br />m O N d' t0 m O N d' 0 <br />+ + + + + + + + + + <br />O '. '. !A '. ., N N N N <br />0 0 0 <br />m O N It <br />+ + + <br />N M M <br />0 <br />+ <br />M <br />0 <br />0 <br />+ <br />M <br />0 0 0 0 0 <br />m O N IT 10 <br />+ + + + + <br />M d' It d' d' d' <br />0 0 0 <br />m O N It <br />+ + + <br />N m <br />0 0 <br />to <br />+ + <br />m N <br />0 0 o c <br />m O N d <br />+ + n i <br />N n , <br />POND "C" <br />I <br />• 6442 LOCATION & ELEVATION OF STRENGTH TEST SAMPLES <br />RESULTS OF STRENGTH TESTS SHOWN IN 2005 LAMBERT GE07ECHNICAL REPORT <br />6300 <br />6280 <br />6260 <br />6240 <br />6220 <br />6200 <br />6180 <br />6160 <br />6140 <br />6120 <br />6100 <br />6080 <br />H =V: I" = 40' <br />J / <br />— r <br />_ -- � GbB PILE [2 DE A!LS <br />i <br />����. _ _� POND „P„ <br />6000 . _ - s Ola - aiL�la SF 4.WA <br />mrcnA,j^wr vccr. L r L <br />SUBDRA`P <br />C4_44 7 <br />i <br />r <br />PREPARED FOR: PROJECT: <br />ENGINEER'S CERTIFICATION N 'L BOWIE NO. 2 MINE <br />I here �r� gl this drawing was done D D BOWIE RESOURCES, LTD. 15ry TITV, <br />by u iy ",ect supervision and D BOWIE N0. 2 MINE W E'0 e�Re a & <br />th a�l: thT " s <br />qgt� e 9e�gfi tion presented on P.O. BOX 483 n <br />thr d? in is tre ar d correct to the BOWIE RESOURCES, LTD. PAONIA, COLORADO 81428 S COAL MINE WASTE DISPOSAL AREA <br />be t a r51y 061wledge and belief. I ONE INCH I <br />aJ' 11° "f° I?! - - 'TC ASSOCIATES Inc DRMS I.D. No. DWG. NAME: <br />Tom , K Sto erg op Date _ st>=et, u�tt B DESIGNED BY: C — 1996 — 083 <br />Colorer IpNA4� =— — �rand Jet., CO U1j'= DRAWN BY: L.K.J. SCALE: VOLUME IX FIGURE <br />- - -- CHECKED 1,+ = 200, <br />