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1417615 E 404000 N 1418115 E 7 3 7 5 404000 N 1419717 E 404000 N 1418615 E 1419115 E 41961 N 7 3 7 5 404000 N 404000 N 14181 1 5 E 1418 615 E 1419115 E 1 4 1 7 6 1 5 E 404000 N 404000 N 404000 N 404000 N 6550 LEGEND REGRADE SPOILS OR AVERAGE PUSH DISTANCE D BOND CUTS CURRENT TOPOGRAPHY BOND [FILLS WORST CASE ASH CENTROID OF CUT OR FILL Topographic information compiled from aerial photography dated 11/7/2004 Minscope Project1Tr96 Design File:bond— regrade— tr96_2d 100 0 100 200 300 SCALE: 1 IN = 100 FT NO VERTICAL EXAGGERATION 11 4040001419717 E 404000 N 6550 0 p21005 Mm -.�a�s ano Geo1o6Y g1V1S�n O1 Revision Dote _......... - .. __.._.... - ....._ ......... _ ........... . ...... ..._ _ _ _ _ . ;........ _ 7350 7350 KB _ _- . -.... _...._......._._ _...._ . . TR 96 RECLAMATION BOND REGRADE CROSS - SECTION DERRINGER PIT SECTION D 404000 7300 _ ......... __ - ----- ....... ... _ - - DESIGNED BY: KB DRAWN BY: KB DATE: 8/6/2005 APPENDIX w M Truyyer Mlne - .. .....- ........_ _ _ ....... . ....... . .. ....__ . _.. _. __..... - 7200 7200 _.. _ _._...... _ _ _.- - .- _..._....... ... .__.. .. _... -.... -.... _ 7 150 DRAINAGE INVERT 7041 EL _..... _._ _ -...... ...... ......... -. .........._ . -- .... _ .. ........ ...._..... ... ........ _ .......___ 7150 ........... _-... ..._ .... ..... ..........__.. -..- - - ._.....- ------------ __.- .;._.._- ......_. -- —_ - =- :.r........ _.... .. -.. `.. _ 7 100 2 PERCENT CROSS -SLOPE — —� - ..... -..... ................... . ....... ............ 050 7050 - - • -• -._. _ _ _ _ _ - -_ ._. ............... . ............... 7000 7000 - ... ._ ............... ... ... .... .. _._._. . :_.---- _---- .-- :- ._.- ._. -._: _,_•_•_•_•_._._._._._._. ....- -..... ....... . -- ...... 6950 6950 ... -.. ... ._.... -_. -. _.. :.... _.._ - _.- .. -... - _.:.- ..... -.. -_ _ - - -_ •_• CUT 285.86 LSY (SPOILS) SWELL 0% ...................... _....._._._........ .- ......... -_. 6 900 ................................. - .F -IL -L -- 285:86 LSY -.. .......-- .._..- .. -..... _._.._.- .- ...........- ..__........_... _.- _.........-- 6900 - ...... __... _..... _. -. ASH CUT 124.44 LS Y (SPOILS) 5358.40 ST PUSH 357 FT SLOPE -4.27 DEGREES = -7.5 PERCENT SWELL Oa . - - _ . - _.... _ _. . - .. .... ................ _ -... - 6850 6850 . - ......_ .._ ....... .. ...... .. ._._ ... EILL...1- 24.(14- -LSY _.. -. _........_.. .. _... _ PUSH 188 FT SLOPE -0.81 DEGREES = -1.4 PERCENT . ....... ---- -- -- - ................_.. - -- -... - ..._.... -.. _ . _.-- ........- ....- ....... _ _ -- _ 6800 6800 _..._- ......... _.. -._... _... _ - .._... - . .....- ....._ - - ..... _ .. ..:.... ........._.. ...... . ..__ ..- .............__......... _...-- ... .... ._..._..... - -- _ - - -- - -- : - . -... 6750 6750 _...._....-_ ...... ................... . ..... .................... ........................... - ........._ ........................... .._ .................._........ _ ..............-- ... -... 6700 6700 _... .._... -. _. - -- ......._...._...... - -..... _......_.._........ _.... ........ ..... ......... .......... ....._....._....._.._.........- - ...._.. -- - - -... 6650 6650 - _..... .. . ..... ..... ... ..._.. . --------- _.. _ g 600 6600 _ ........ ... ..... ......... .................. 14181 1 5 E 1418 615 E 1419115 E 1 4 1 7 6 1 5 E 404000 N 404000 N 404000 N 404000 N 6550 LEGEND REGRADE SPOILS OR AVERAGE PUSH DISTANCE D BOND CUTS CURRENT TOPOGRAPHY BOND [FILLS WORST CASE ASH CENTROID OF CUT OR FILL Topographic information compiled from aerial photography dated 11/7/2004 Minscope Project1Tr96 Design File:bond— regrade— tr96_2d 100 0 100 200 300 SCALE: 1 IN = 100 FT NO VERTICAL EXAGGERATION 11 4040001419717 E 404000 N 6550 0 p21005 Mm -.�a�s ano Geo1o6Y g1V1S�n O1 Revision Dote By Description TRAPPER MINING INC. TRAPPER MINE CRAIG. CO. TR -96 8/9/05 KB PERMIT REVISION TR 96 RECLAMATION BOND REGRADE CROSS - SECTION DERRINGER PIT SECTION D 404000 DESIGNED BY: KB DRAWN BY: KB DATE: 8/6/2005 APPENDIX w M Truyyer Mlne