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h J }1.099 <br />p 51,,12 L5 -2 <br />0 310236 -2 <br />0 3,0,2, -3 <br />l O 3+0121 -2 $ o <br />C -8424 <br />I <br />F• 310130 -1w 0 310130 -3 <br />N 999 <br />310129 -2 <br />310 30-4 Q -11129 4 - <br />I I <br />O 310130 -8 I p <br />0310130-6 I 310129 -4 <br />O 910730 -7 <br />710129 -6 5 I I <br />1 3,012 O L <br />5 310129 -7 O ]10,27-, <br />O I.s I <br />I <br />I <br />0310130-9 I I I <br />1 30 ®310130_12P 1 0 29 28 I <br />1 310129 -9 0 31019 -10 2 <br />I <br />0310130-10 26 I 25 <br />® I <br />3,0,29 12 <br />C 51551 <br />20 I DtoE <br />1 Convergence <br />]10130 -15 <br />f C -8425 0 315126 -5 J,o,zs -3 <br />O O 7101 30 -1e 0310129-13 1 310127 -Z 79 0 3101 - is <br />® I O 710,29 -t6 O 0 6.0 Q \ 3 9 <br />310130-13 }10129 -,5 5.5 310129 -1 3101281.; I 035 26 -9 <br />4.5 ® 3.0 1.5 3'0,2' -3 5.S <br />2 .,► <br />_ I Middle D Seem <br />Porting <br />0 310131-2 310131 -4 3,0132 -tw 310132 -3AO — — _ _ _ _ _ <br />O 710131 -3 ® O 4.8 I 6,00, 33 -2 - - - - \ _ - - 3,0125 -1 _ _0 - <br />• 310132 -t - - 1012 -1 11.5 36 <br />I 2.0 310133 -+ 3,0'33 -4 1 s.0 7a �- - - - - - - - <br />31o,JS- 3,0+23 -3 za <br />1 Q .0 <br />I <br />I � I <br />0310131 -3 pyre ®17,3,33 -• I 3,0139- — p 3I c3Je -3 O3e13 -ls <br />0110111 -7 0 310,3, -e I 0 SO 1 4.3 I ®310137 -s 9' 4 I 0 JID138 -12 <br />I 3101 J2 -5 <br />\ 9.2 \ <br />6.5 � <br />1 I 072 310134-e • I � 9,0,35 ,. I <br />V 6'S <br />3,C134-9 \ I �J Mineob /e Limit <br />03\.. _ C' 16 -'., Based on JBX Inseam Reject <br />0310131 -11 1 - 17 (I 2.J sp. gr.) <br />0 710131 -1x I <br />0 310131-10 Z 1 I 0 Z1z1]2 -a JF I I / 3 I ae \ <br />J 310135 -7 <br />]101 -14 <br />I <br />O �lel3x -lo I I ! 34 1 I ON /A <br />e�° 2 6- <br />p 44 1 1 ( I 35 40 <br />ti 41 310134-1 \ ]10134 -, Jt B <br />55 '34 -2 J <br />�. :„ ,, ��. 0 ®1137 -,2 6.0 06.5 <br />1 O 310136 9 <br />T <br />I S I I 087 310136 -4 <br />I IC- 023703 �. 0 310134 -7 1 • 0 83135 -,0 I 03.5 <br />I <br />3 I 319135 -4 <br />I <br />� b 310,3: -t6 —�• I C -0237 a' 3:o, 36_5 i <br />O 310171 -15 55 T��a' 7101 J4 -3O ® 35 <br />N 3, ,33_,7 _ 3,0133 -,5 <br />}•. J'} t3 310131 -,6 I 310,]2 -1 SW rl 3'0'd3 -t4 70 i.5 1 J, O, JS o <br />03101 31 -14 0 1 0 - I 1-35 10132 -'1S y 8'0 45 ®7101 J3 -18 770134 -4 09.0 710135- p 3'C:3F * —_ \ 310131 -1 <br />N 325000 - - -- — - s 1 — s.o J1o9JOa -a I _ 10.0 �o - 1 -- - 9 e _ C -44693 zs <br />TJ 0133 -17 I 310134 -5 310135 • ,=x300 <br />e 5 5.0 5.0 0 9.0 0 310135-2 <br />® e 5 136- P <br />2 e 1 2,0,4 -16 31 0134 -10 I <br />(' 04.5 1 013 -a 3 <br />2'. 21014 -3 A 3.0 <br />2+014 -1 N D to E <br />e.3 1 z° 2, 14 -. `120,3 -z 2,313 -J 0 21012 9 1 Convergence <br />N O 4.0 Q e5 21012 -4 ® 21011-1 INEENINNE <br />, N )NLOG <br />6.s ® <br />21012_3 O e.7 I es <br />T <br />100 / �101t -19 1 ots -n • 2 „,,3 -4 0 2,0+2 -2 ®ea o„ -2 <br />5.7 °.0 I O 8.2 x01I -1 <br />f 21014 -17 1 ® 21012 -1 9 20 J,7 2 <br />o /6 4.o I b 2,013 -6 21013 _,s e.z I i <br />p ®” 2101, -20 36 I <br />O • <br />21014 -5 1014 -7 1 21012 -6 <br />• N <br />4 T6 -5 2,014 -ew 1 021013 -5 is -7 I eo I 0 1 - 2,011 15 <br />s.7 2 2131 }_e I I 92 ,2 3.0 <br />O 9.1 21012 -7 Y 310: I <br />0 7.9 • <br />0' 4 0, 5 3 -5 2 i 2190 . <br />e <br />tA'de`e11t 210,. -' 91.013 -,e 9 6 a2 I O roil -4 <br />0 3 .� 1 �� 60 2, .. ,0 1006 -2 <br />r0. <br />6.01 D- 7201 210, 5 1 97 2101, -17 40 D to E <br />11°,4 -10 e.0 I I Middle D Seam 9.8 0 /nterburden <br />O e :oo,z -9 ©99,'3 a Porting (D to E <br />2 ,,., z Convsryenco <br />A h i5,3 S ,0.2 -,0 1 eo Line) y <br />021014-a 0• I 9.0 2,0,' 7 0 lk <br />� <br />Mineable Limit + <br />Based on JBX Inseam Reject <br />(O 2.J sp. gr) 0 21014 -1e \ 21o12-14 I 82 90 0 <br />2101}_11 ` 9.0 <br />21012 -17 <br />1 <br />O i '2�ou -,6 • <br />6'0, <br />21012-18 3 O <br />118 21011 -,' 8 'o. : -9 <br />21013 - -, • qe.5 Des O 0zs V <br />e.9 - 21012 -15 02e011-e <br />so 9' z1o,z -Iz <br />7 - - 86 1 I <br />O <br />1 8.0 I C- 0128889 �— - - - - - / \ 21006 -1 <br />12.5 <br />R 101 W � I 210111_2 I <br />0 <br />• <br />I <br />100' FROM 100 EAR FLOOD PLAIN <br />• �� pl2,-, 5323') <br />14 <br />1 <br />II <br />I <br />N <br />- I I <br />I <br />1 — RECEIVE <br />O DRILL HOLE <br />• CORE HOLE <br />�- DRILL HOLE NUMBER <br />x10,4 -eW <br />O 5.0 <br />MAP VALUE <br />EXTERIOR COAL LEASE BOUNDARY <br />BOUNDARY BETWEEN FEDERAL LEASES <br />_-4�� THICKNESS MINEABLE D SEAM IN FEET <br />GRID <br />NORTH TRUE <br />NORTH <br />N 310. 0 <br />1000, Soo, 0 1000, 2000' <br />SCALE IN FEET <br />DEC 0 3 1991 <br />FOR CURRENTPERM /T BOUNDARY Mined Land <br />SEE Al" I Reclamation Divic,; ­ <br />MAP 133 <br />- WESTERN FUELS -UTAH, INC. <br />DESERAD0 MINE <br />ACH OF MINEABLE D SEAM <br />11111111111 l i l l l 11111111111111111111111 <br />,103571 <br />SCALE: DATE: REVISION: <br />1" = 1,000' 10/20/89 1 G'/ 3 0/ 91 <br />DRAWN BY: CHKD BY: DWG. NO.: <br />DRAFTING SPECIALISTS. INC WFA91133 <br />