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5800 <br />5780 <br />5760 <br />5740 <br />5720 <br />5700 <br />5680 <br />0- <br />5760 <br />ys <br />5740 <br />mN <br />5720 <br />5700 <br />5680 <br />0 +00 <br />103% <br />10+00 <br />�g <br />1 <br />East Road <br />West Road <br />Va <br />0,07% - -. <br />15 +00 20 +00 <br />MIN. WIDTH <br />MAX WIDTH <br />AVG WIDTH <br />WEST HAUL RD <br />40' <br />50' <br />45' <br />EAST HAUL RD <br />40' <br />50' <br />45' <br />NORTHWEST 14AUL RD <br />40' <br />50' <br />45' <br />w <br />ioow <br />— <br />ogWV <br />MUM <br />East Road <br />West Road <br />Va <br />0,07% - -. <br />15 +00 20 +00 <br />6W <br />00 OVC <br />IOW WSD <br />AW% - <br />dR >> M <br />55aL <br />20 WVC - zW.oOVC <br />ms <br />JI <br />45 +00 <br />45 +00 <br />a <br />Meehan Draw <br />a> <br />FJ <br />0.a <br />50 +0f <br />5760 <br />5740 <br />5720 <br />5700 <br />5680 <br />- Existing Grade <br />- Proposed Grade <br />Proposed Culvert <br />Horiz.Scale: I" -400' <br />Vertical Scale: 1 " =40' <br />5800 <br />5780 <br />5760 <br />5740 <br />5720 <br />5700 <br />5680 <br />welt <br />5740 <br />5720 <br />5700 <br />5680 Meehan Draw <br />5660 <br />5640 <br />0 +00 <br />as <br />C -1 (Proposed Culvert Locations) <br />Riprap <br />0 <br />Ditch w/ <br />1.5:1 TO 10:1 Side Slopes <br />a <br />Culvert <br />Typical Plan View of Culvert Installation <br />Natural Ground Slope varies from 3H:1 V to 5H:IV <br />Culvert ' <br />Width Varies (See table below) <br />14" Gravel Slope varies from 3H AV V to 511:1 V <br />Compacted Fill <br />]Rap Typically P-2' in thickness <br />Typical Cross Section of Culvert Installation <br />Width Varies (See table below) <br />C <br />Slope varies from 3HA V to 511:1V 1 4" Gravel <br />Compacted Fill <br />Typically F -2' in thickness <br />Haul Road Typical Fill Sections <br />Width Varies (See table below) <br />Slope varies from 3 V to 5H: t V — _ _ _ _ _ i i 4" Gravel <br />Haul Road Typical Cut /Fill Sections <br />ural Ground <br />Rap <br />Slope varies from 3H:] V to 5H:1 V <br />Ground <br />Slope varies from 3H:1 V to 5H:1 V <br />— —Original Ground <br />ROAD <br />MIN. WIDTH <br />MAX WIDTH <br />AVG WIDTH <br />WEST HAUL RD <br />40' <br />50' <br />45' <br />EAST HAUL RD <br />40' <br />50' <br />45' <br />NORTHWEST 14AUL RD <br />40' <br />50' <br />45' <br />da 5 <br />>> <br />nmv <br />mnnv <br />�tti nnvr <br />ISA INIVf <br />zM11MC <br />- J00.0oVC -- <br />6W <br />00 OVC <br />IOW WSD <br />AW% - <br />dR >> M <br />55aL <br />20 WVC - zW.oOVC <br />ms <br />JI <br />45 +00 <br />45 +00 <br />a <br />Meehan Draw <br />a> <br />FJ <br />0.a <br />50 +0f <br />5760 <br />5740 <br />5720 <br />5700 <br />5680 <br />- Existing Grade <br />- Proposed Grade <br />Proposed Culvert <br />Horiz.Scale: I" -400' <br />Vertical Scale: 1 " =40' <br />5800 <br />5780 <br />5760 <br />5740 <br />5720 <br />5700 <br />5680 <br />welt <br />5740 <br />5720 <br />5700 <br />5680 Meehan Draw <br />5660 <br />5640 <br />0 +00 <br />as <br />C -1 (Proposed Culvert Locations) <br />Riprap <br />0 <br />Ditch w/ <br />1.5:1 TO 10:1 Side Slopes <br />a <br />Culvert <br />Typical Plan View of Culvert Installation <br />Natural Ground Slope varies from 3H:1 V to 5H:IV <br />Culvert ' <br />Width Varies (See table below) <br />14" Gravel Slope varies from 3H AV V to 511:1 V <br />Compacted Fill <br />]Rap Typically P-2' in thickness <br />Typical Cross Section of Culvert Installation <br />Width Varies (See table below) <br />C <br />Slope varies from 3HA V to 511:1V 1 4" Gravel <br />Compacted Fill <br />Typically F -2' in thickness <br />Haul Road Typical Fill Sections <br />Width Varies (See table below) <br />Slope varies from 3 V to 5H: t V — _ _ _ _ _ i i 4" Gravel <br />Haul Road Typical Cut /Fill Sections <br />ural Ground <br />Rap <br />Slope varies from 3H:] V to 5H:1 V <br />Ground <br />Slope varies from 3H:1 V to 5H:1 V <br />— —Original Ground <br />ROAD <br />MIN. WIDTH <br />MAX WIDTH <br />AVG WIDTH <br />WEST HAUL RD <br />40' <br />50' <br />45' <br />EAST HAUL RD <br />40' <br />50' <br />45' <br />NORTHWEST 14AUL RD <br />40' <br />50' <br />45' <br />Lend <br />Limit of Disturbance <br />Property Boundary <br />—' - - — NHN Permit Boundary <br />C -1 (Proposed Culvert Locations) <br />21013 Mine Progress by Year <br />Channel -1 (Proposed Channel Location) <br />Northwest Road <br />1 <br />mg <br />�w <br />as <br />1.13 _ <br />1 <br />5760 600 400 200 0 <br />5740 SCALE: I"=200' <br />5720 <br />Map 2.05.3(3) -3 <br />5700 <br />�oQ\1pH NINE WESTERN FUELS — COLORAD( <br />5680 W l A LIMITED LIABILITY COMPANY <br />5660 / NEW HORIZON NORTH MINE <br />P.0 Box 628, NUCLA, CO. 81424 <br />boy ff <br />