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1434950 E <br />405000 N <br />7450 <br />1434950 E <br />406500 N <br />1434950 E 1434950 E 7450 <br />A � � , K 1 406000 IN <br />1"t 0, <br />--R9( <br />Q- ( / SYC <br />:`)VVLLL U-/. <br />;FI.LL ... 2 i <br />...... ...... -Z:05- <br />...... -------- .... .. .. <br />7200 <br />7200- <br />. . . <br />. .......... .... ...... ......... -- ........ ....................... <br />:CUT 36,9.90 BSY (HIGHWALL) <br />...... <br />:PUSH 131 FT <br />SLOPE —11.27 <br />DECREES —19.9 PERCENT <br />,SWELL 25% <br />:FILL 461.12 LSY -------- - ......... ........... <br />... ......... <br />--.-7150 <br />7150- <br />POSH- 170 FT <br />6.1 PERCENT <br />SLOPE —14.64 DEGREES —26.1 <br />--- ---- -------- -- ........ <br />........... ................................................. <br />------------- .... ................. .......... <br />. 7100 <br />7100--- <br />.. ............ <br />........ ........... ..... . <br />...................... ----- ----- - <br />a <br />.................................................. <br />...................... ------ — <br />. <br />......... . .. . ..... .... .. <br />7050 <br />7050 - <br />- <br />................ <br />............................ <br />. ....... ------- ........ .................. <br />. - ..... — ----------- ....... ........ ....... <br />7000 <br />7000---- <br />.............. -------- -- ............................... <br />-- -- -- - -- ---- -- - -- - -- - ---- ---- <br />- --- --- ----- --- — .... ... <br />....................... ........ .......... ................. ........... ........ <br />6950 <br />6950-- <br />-- ---------- <br />........... . -- -- <br />1 434950E <br />143450 E <br />1434950 E <br />1434950 <br />E <br />405500 N <br />406000 N <br />406500 N <br />405000 <br />N <br />6900 <br />6900 <br />RECEIVED <br />SEP 0 2 2005 <br />owision of min—Is aflu CeOlw" <br />LEGENDRevision <br />Date By Description <br />TR-96 <br />8/9/05 <br />KB <br />PERMIT REVISION <br />REGRADE SPOILS OR AVERAGE <br />PUSH DISTANCE <br />BOND CUTS <br />CURRENT TOPOGRAPHY <br />Topographic information compiled from aerial photography dated 11/7/2004 <br />BOND FILLS <br />WORST CASE <br />Minscaps Project.Tr96 Design File:bond—regrade—tr96-2d <br />ASH <br />CENTROID OF CUT OR FILL <br />100 0 100 200 300 <br />SCALE: I IN = 100 FT <br />NO VERTICAL EXAGGERATION <br />--R9( <br />Q- ( / SYC <br />