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1428000 E <br />406200 N 428500E 1429000 E <br />7300 406200 N 406200 N <br />CUT 10.91;LSr <br />.__ .. .. ..... .. ....-SWEL60% <br />...... <br />7250 .. -.- _- ........_.. _.... -.. .. _..__....._... _. ........... -.._ PUSH 35 FT <br />FILL 1 <br />SLOPE -24:76 DEGREES <br />- -46.1 PERCENT <br />- ......... _..... __. .__. ...- .__.. -.... <br />7200 _ .... <br />FUTURE REGRADED SPOILS <br />7150 _ - <br />............ ....__ _- ___- ......... ..... <br />................... <br />7100 _ . ................._..._..- ...... - _._.._.................. -- ..... -' <br />1428000 E <br />406200 H <br />7050 <br />1428500 E <br />406200 N <br />LEGEND <br />REGRADE SPOILS OR AVERAGE PUSH DISTANCE <br />BOND CUTS CURRENT TOPOGRAPHY <br />BOND FILLS WORST CASE <br />ASH} CENTROID OF CUT OR FILL <br />,+tyuuu E <br />406200 N <br />1 429500 E <br />406200 N <br />CUT 75.85 LSY <br />SWELL 0% <br />CUT 58.4 LSY FILL 75.85 LSY <br />........SW.ELL.O %.. __......_ __........_ __---. PLISJ4 87 FT.... ... ....__. _. . <br />FILL 58 4 LSY SLOPE -26 57 DEGREES <br />PUSH 78 FT = -50.0 PERCENT <br />SLOPE 25.9 DEGREES <br />-48.6 PERCENT <br />..... ................................ ....... . -,. .._... <br />I; ti <br />430500E <br />SWELL 25% <br />FILL 607.13 LSY; <br />CUT p77.86 LSY ,.. .. PUSH 160 FT <br />_ .........S.WF1i -. . _. ....... - . ..... .. - .._ _ .. _.........r - - -- - ... ......................_ -._. .... _._. ..---. _ - .-- 1 <br />_.._... <br />- ������ FILL :177.86 LSY <br />PUSH 134 FT <br />SLOPE -26 14 DEGREES. <br />- -49.1 PERCENT <br />1429500 E <br />406200 N <br />SLOPE -26.06 DEGREES <br />-50.0 PERCENT; <br />1430000 E <br />406200 N <br />le <br />SEP 022005 <br />. _.,u. d Mme�a�s ano GaologY <br />1430500 E <br />406200 N <br />7050 <br />Topographic information compiled from aerial photography dated 11/7/2004 TRAPPER MINING INC. <br />Revision Date By Description <br />Minscape Project:Tr96 Design File: bond- regrade_tr96 -2d <br />TR -96 8/08/05 KB PERMIT REVISION TRAPPER MINE CRAIG. C 1. <br />100 0 100 200 300 TR 96 RECLAMATION BOND <br />REGRADE CROSS - SECTION <br />SCALE: 1 IN = 100 FT FLINTLOCK DIP PIT <br />NO VERTICAL EXAGGERATION SECTION F406200 <br />DESIGNED Br. KB APPENDIX <br />DRAWN BY: RH A <br />DATE: 8/08/2005 A <br />Trenn. Wn <br />