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0 <br />0 <br />o. <br />0 <br />o� <br />0 <br />a <br />N <br />a <br />LL <br />Q <br />2 <br />H <br />C <br />LL <br />C <br />a <br />LL <br />LL <br />C <br />a <br />C <br />:111 <br />''1'P <br />Z <br />0 7800 <br />J <br />W <br />Mott 1'1 <br />.11 <br />11 <br />5+00 10 +00 15+00 <br />DISTANCE (Feet) <br />CROSS - SECTION - PROPOSED HAULROAD "I" PROFILE <br />Vertical Scale 1"= 100' <br />Horizontal Scale 1" =100' <br />PLAN VIEW <br />SCALE <br />200 0 200 400 <br />CONTOUR INTERVAL 5FT <br />W <br />2 <br />U <br />ti <br />Km <br />W <br />Z <br />Z <br />U <br />ti <br />C <br />25 +00 <br />- 8000 <br />0 <br />7900 <br />6.3% — — — <br />6.3 I✓ <br />o Z <br />7800 <br />J <br />W <br />7700 <br />7600 <br />25+00 30 +00 35 +00 40 +00 43 +15.16 <br />DISTANCE (Feet) <br />CROSS - SECTION - PROPOSED HAULROAD "I" PROFILE <br />Vertical Scale 1" =100' <br />Horizontal Scale 1" =100' <br />7760 <br />7750 <br />Z 7740 <br />O <br />F_ <br />w 7730 <br />J <br />W <br />7720 <br />7710 <br />-80 <br />-a0 0 40 <br />DISTANCE (Feet) <br />CROSS - SECTION -- HAULROAD SECTION 12 +50 <br />Vertical Scale 1 " =20' <br />Horizontal Scale 1"=20' <br />7760 <br />7750 <br />LZ <br />7740 Z <br />O <br />H <br />7730 w <br />J <br />W <br />7720 <br />7710 <br />80 <br />R OA D S I D E D I T CH SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />CFS <br />SIDE <br />SLOPE <br />CHANNEL <br />SLOPE <br />( %) <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />(FT) <br />FREEBOARD <br />(FT) <br />r. OWL <br />0 +00 TO 43 +16 <br />5.9° <br />6.0 °� <br />5.0% <br />3.9 -6.3 <br />0 <br />3.9% 6.1% <br />0.54 <br />0.3 <br />GRAVEL <br />I <br />5+00 10 +00 15+00 <br />DISTANCE (Feet) <br />CROSS - SECTION - PROPOSED HAULROAD "I" PROFILE <br />Vertical Scale 1"= 100' <br />Horizontal Scale 1" =100' <br />PLAN VIEW <br />SCALE <br />200 0 200 400 <br />CONTOUR INTERVAL 5FT <br />W <br />2 <br />U <br />ti <br />Km <br />W <br />Z <br />Z <br />U <br />ti <br />C <br />25 +00 <br />- 8000 <br />0 <br />7900 <br />6.3% — — — <br />6.3 I✓ <br />o Z <br />7800 <br />J <br />W <br />7700 <br />7600 <br />25+00 30 +00 35 +00 40 +00 43 +15.16 <br />DISTANCE (Feet) <br />CROSS - SECTION - PROPOSED HAULROAD "I" PROFILE <br />Vertical Scale 1" =100' <br />Horizontal Scale 1" =100' <br />7760 <br />7750 <br />Z 7740 <br />O <br />F_ <br />w 7730 <br />J <br />W <br />7720 <br />7710 <br />-80 <br />-a0 0 40 <br />DISTANCE (Feet) <br />CROSS - SECTION -- HAULROAD SECTION 12 +50 <br />Vertical Scale 1 " =20' <br />Horizontal Scale 1"=20' <br />7760 <br />7750 <br />LZ <br />7740 Z <br />O <br />H <br />7730 w <br />J <br />W <br />7720 <br />7710 <br />80 <br />R OA D S I D E D I T CH SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />CFS <br />SIDE <br />SLOPE <br />CHANNEL <br />SLOPE <br />( %) <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />(FT) <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0 +00 TO 43 +16 <br />3.5 <br />2H:1V <br />3.9 -6.3 <br />0 <br />4.8 <br />0.54 <br />0.3 <br />GRAVEL <br />CUL INERT SCHEDULE <br />CULVERT <br />PEAK <br />DISCHARGE <br />CFS <br />DIAMETER <br />(IN) <br />HD /D <br />CAPACITY <br />CFS <br />1 -1 <br />3.5 <br />12 <br />2 <br />4.1 <br />LEGEND <br />CUL BERT I -1 <br />�< CULVERT <br />RIPRAP <br />ROAD <br />— — — — — EXISTING SURFACE <br />PROPOSED PROFILE <br />DITCH FLOW ARROW <br />Permit Number #: C- 1982 -057 <br />Class: Permit Ex A b; <br />Section /Exhibit: I <br />U C" <br />ENGINEER'S CERTIFICATION <br />RECEIVED <br />SEP 15 1998 <br />'ivision of Minerals & Geology <br />�pp0 Rf�,jS,T <br />SEP 0 81998 <br />geca rdal :oo any Date: <br />�FSS�ONAI <br />DRAWI TITLE: I <br />HA UL ROAD "/10 <br />PLAN & PROF /LE DESIGN <br />Sheet I Of 1 Sheets <br />QMONTGOMERY WATSON SCALE: DRAWING No. <br />Mining Group sea soe /e Bar 13 -21.1 <br />