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1437850 <br />E <br />1440350 <br />E <br />403900 <br />N <br />403900 <br />N <br />0 <br />14 <br />14039000 N <br />1403 <br />0 <br />7 4 5 0 <br />7 4 <br />5 <br />39000 N <br />900 <br />N <br />403900 N <br />_ <br />__ _. _. _._ . <br />.... ...... <br />......... ........... . .. . ..... <br />.. <br />. .... <br />.. <br />...... _.__ _... ......... <br />- - <br />400 <br />7400 <br />_....... .. <br />_ ....... ......_...... ...._... - -- _ <br />7350— <br />_ - <br />- - _...... ....... .................. ..... <br />. _ _ <br />__ .. -. <br />- - <br />350 <br />_ __ _ _ <br />_- . 3H 1........ _. :., :.,..., :.,' <br />_..... ......... _.................................... <br />............ ........... <br />... . ..... ... _....... ........ <br />7300 <br />7300 <br />_.... <br />_..... ...._.... <br />- . _......... _._. <br />CUT 687 LS'( <br />CUT 43.07 LS', <br />SWELL 0% <br />SWELL 0% <br />FILL 687 LSr <br />_. -. ......_..._ _... _..... <br />__ _ _- <br />F. 4 7 _.. -- ._._..... <br />-US :_ ......... _._.. _..__....__- <br />H 1-93-FT.- ..... <br />.___..__...... _... _.. .____.. ._......._ ......... .......... <br />......... .......... -_. _... _.. -..__ _. <br />7 Z5O <br />7250- <br />. <br />__.._ ... ........... <br />__. __..... <br />__...._. <br />H..3A. <br />SLOPE -1248 DEGREES <br />SLO -24.85 DECREES <br />= -22.1 PERCENT <br />CUT 21437 LSY <br />= -46.3 PERCENT <br />7200 <br />__.. ..._ <br />_ _ .__. _. <br />__ _ _ - .__.....__.......... <br />3 H 1 V <br />_ -... _ <br />LL 0% <br />Fil-t 214'.37 LSY ....... .. .... <br />8 32 LS Y.. .................. __ <br />..__........ .._...... .......__._.._..._....._..._ <br />_..._.._..._..._._..- .... .. ... ...... ..- ....... .. _.._.. <br />..._.... ......... ......... ......... <br />7200 <br />_ <br />PUSH 220 FT <br />SWFI1 <br />FILL 258.32 LSY <br />3H IV --- <br />SLOPE -24.88 DEGREES <br />-46.4 PERCENT <br />PUSH 447 FT <br />UT 63.83 LSY <br />SLOPE -20.21 <br />7150. <br />........ <br />__.._. .......... <br />...... _......_ CUT -- 194.5°x- LSY +: '... . -.... <br />`...... <br />._...... ---- -___.. ...___. _ ..... .. ...... ....... <br />...�...,.. .. W£L125 %.- ..._.. <br />•.. <br />__._.. __..... __..__... <br />=6.8 PERGENTCREES <br />.. <br />_. -_ . .... _.... __. _.._... .__.... <br />....._.. _- - - - - -- --- - - - - -- -_... _ .... . .. <br />- <br />........... ..._...... ... ...._ ......... . <br />7150 <br />SWELL 25% <br />,..:. <br />FILL 79.79 LSY <br />PUSH 169 F7 <br />FILL 243.19 LS'( <br />PUSH 88 FT <br />- - - - _- <br />SLOPE -24.34 DEGREES <br />SLOPE -26.57 DEGREES <br />11H IV <br />:. <br />45 2 PERCENT <br />_...... _... r ... - <br />_......... <br />:.. <br />.._..._... ._..__._.. ... ..... _ _ <br />......................... . _. -. <br />_._._.. -.. .._... _..._ ._ .. _... <br />_.. __ _. _.... <br />-7100 <br />71 OO <br />_ .. ........ _......._.._._... <br />.._... __.. -so PERCENT. .... <br />_ _. .. , .. ....- <br />CUT 89.54 LSD' <br />SWELL 25% <br />FILL 111.93 LSr <br />.._..... ._... _______ ..._ :.................. <br />..._... <br />..... .... ..... . ............... <br />... ... .._______._ -. - __.__._._. <br />_.._..... ._._._._.. ._._.__ -- -._ -.- __ -_____ <br />--- . ........... ........... _..... ._...... <br />......... ........ ....... ......... ........ _....... <br />..._.... ......... ......... .. -... <br />7 050 <br />7050---- <br />............ <br />.......... .......... <br />SLOPE$81373DEGREES................................... <br />_ -24.4 PERCENT <br />1437850 E <br />403900 N <br />7000 <br />E <br />N <br />LEGEND <br />REGRADE SPOILS OR AVERAGE PUSH DISTANCE <br />-_ BOND CUTS <br />' -- --- CURRENT TOPOGRAPHY <br />BOND FILLS WORST CASE <br />OASH jEf CENTROID OF CUT OR FILL <br />Topographic information compiled from aerial photography dated 11/7/2004 <br />Minscope Project:Tr96 Design File:bond_regrade- tr96_2d <br />100 0 100 200 300 <br />SCALE: 1 IN = 100 FT <br />NO VERTICAL EXAGGERATION <br />403900 N <br />1440350 E <br />403900 N <br />7000 <br />RFC <�.��IEO <br />02100 <br />ti . �aay <br />J \J \� <br />Revision Date By Description TRAPPER MINING I N C. <br />TR -96 8/08/05 KB PERMIT REVISION TRAPPER MINE CRAIG. CO. <br />TR 96 RECLAMATION BOND <br />REGRADE CROSS - SECTION <br />G DIP PIT <br />SECTION G403900 <br />DESIGNED BY: KB APPENDIX <br />DRAWN BY: RH <br />DATE: 8/08/2005 A A <br />T„u UOU+ Muu• <br />� � a SVC) <br />