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1423814 E <br />406686 N <br />7200 <br />1424167 E <br />406333 N <br />7150 ._...... _......._.. _._.... _.._ ........ .... ..... ... ..... ......................... ......... .- ............. <br />__. <br />SEE SECTIONS <br />A 406500. WEST ASH -5. AND A :1424160 <br />7100 -------- ---- ADDITIONAL CUT IN THIS AREA <br />_ .. - -- - - -_- .._.... _. ...... <br />SEE WEST ASH - 5 SECTION <br />FOR FILL IN THIS AREA <br />7n5n 3H:1V - <br />7000 <br />6950 <br />6900 <br />6850 <br />1 1424880 E <br />405620 N <br />1 059791 N 7200 <br />DRAINAGE INVERT 7037 EL <br />_ .................. ....._..._. <br />_ ......... ...................... ......... - - - ._................. ..... 7150 <br />_ ......... ................................. <br />6800 d ............... <br />6900 <br />_.. .......... - <br />_. <br />....... .. ..... _ .- ........ .......... ................ ......... -- - ....._...... ............. ............... _.......... ........... . <br />........ .. - ........................... <br />6800 <br />LEGEND <br />BOND CUTS REGRADE SPOILS OR AVERAGE PUSH DISTANCE <br />CURRENT TOPOGRAPHY <br />BOND FFILLS - WORST CASE <br />ASH CENTROID OF CUT OR FILL <br />Topographic information compiled from aerial photography dated 11/7/2004 <br />Minscape Project:Tr96 Design Fi1e:bond_regrade— tr96_2d <br />100 0 100 200 300 <br />SCALE: i IN = 100 Fi <br />NO VERTICAL EXAGGERATION <br />SEP 022005 <br />-013 P'dd l'JCO109Y <br />O \N9\00 O11�100, <br />Revision <br />Date <br />BY <br />_. _ ...H............_.......' <br />7050 <br />TR -96 <br />8/9/05 <br />- ......._...._...-- ............................._.................. _..........:............- - ----- ..._._. <br />CUT 131.49 <br />........_......._........ ...... - ..._.. -.... • -: _.._. ----- - <br />.,.-, - -,._ - .. <br />BSY (HIGH WALL) ASH <br />,... .......................... .._........................._... <br />CUT 150.26 <br />.... -_........ _ .............. <br />LSY (SPOILS) <br />70 0 C <br />SWELL 25% <br />1724.24 S1' <br />SWELL 0% <br />.......................... ... ..... ...... .................. .- _ :. FILL..- 16A,36._LSY- <br />........ -- ... _.. <br />FILL.. <br />PUSH 217 FT <br />PUSH 216 FT <br />__... _.- ......... <br />6950 <br />SLOPE -6.56 <br />DEGREES = -11.5 PERCENT <br />SLOPL -3.07 <br />DEGREES = -5.4 PERCENT <br />6800 d ............... <br />6900 <br />_.. .......... - <br />_. <br />....... .. ..... _ .- ........ .......... ................ ......... -- - ....._...... ............. ............... _.......... ........... . <br />........ .. - ........................... <br />6800 <br />LEGEND <br />BOND CUTS REGRADE SPOILS OR AVERAGE PUSH DISTANCE <br />CURRENT TOPOGRAPHY <br />BOND FFILLS - WORST CASE <br />ASH CENTROID OF CUT OR FILL <br />Topographic information compiled from aerial photography dated 11/7/2004 <br />Minscape Project:Tr96 Design Fi1e:bond_regrade— tr96_2d <br />100 0 100 200 300 <br />SCALE: i IN = 100 Fi <br />NO VERTICAL EXAGGERATION <br />SEP 022005 <br />-013 P'dd l'JCO109Y <br />O \N9\00 O11�100, <br />Revision <br />Date <br />BY <br />Description <br />TRAPPER MINING I N C. <br />TRAPPER MINE CRAIG. CO. <br />TR -96 <br />8/9/05 <br />KB <br />PERMIT REVr51oN <br />TR 96 RECLAMATION BOND <br />REGRADE CROSS - SECTION <br />A PIT - ASH DUMP <br />SECTION SOUTH ASH - 1 <br />DESIGNED BY: KB <br />DRAWN BY: KB <br />DATE: 8/12/2005 <br />APPENDIX <br />A <br />TrBppCr Nlne <br />