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IIIIIIIIIIIIIIIIfflI <br />w <br />m <br />Z <br />Z <br />F- <br />U <br />w <br />a <br />¢ <br />a <br />w <br />0 <br />U <br />C <br />1 <br />40 0 40 <br />DISTANCE (Feet) <br />mot, l�An n"l r"T /1AT TT A T TT "/'% A T1 IITVII C V/� rTTi -%XT i 1 —L r— r) <br />Horizontal Scale I " =20' <br />50+00 <br />DISTANCE (Feet) <br />�rinn nTI�TT!'�l►T Tin !'1Tll1(�T�TI UATTT UtN A" IITIII'DDCNL`TT V <br />Horizontal "e 1" =100' <br />ROADSIDE DITCH SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />CFS <br />SIDE <br />SLOPE <br />CHANNEL <br />SLOPE <br />M <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />EXIS TING <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />42 +50 TO 61 +49 <br />SURFACE <br />PROPOSED GRADE <br />40 FEET <br />0 <br />- <br />0.52 <br />0.3 <br />- <br />15 +00 TO 42 +50 <br />2.6 <br />21-1:1V <br />I.5 <br />0 <br />5.4 <br />2 <br />0.3 <br />GRAVEL <br />0 +00 TO 15+00 <br />1.8 <br />2H:1V <br />1 -6.3 <br />1 0 <br />4.0 <br />1 0.55 <br />0.3 <br />GRAVEL <br />DRAWI G TITLE: <br />HAUL ROAD "K" <br />PLAN & PROFILE DESIGN <br />©MONTGOMERY <br />40 0 40 <br />DISTANCE (Feet) <br />mot, l�An n"l r"T /1AT TT A T TT "/'% A T1 IITVII C V/� rTTi -%XT i 1 —L r— r) <br />Horizontal Scale I " =20' <br />50+00 <br />DISTANCE (Feet) <br />�rinn nTI�TT!'�l►T Tin !'1Tll1(�T�TI UATTT UtN A" IITIII'DDCNL`TT V <br />Horizontal "e 1" =100' <br />ROADSIDE DITCH SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />CFS <br />SIDE <br />SLOPE <br />CHANNEL <br />SLOPE <br />M <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 />42 +50 TO 61 +49 <br />1.6 <br />2H:1V <br />1 -10 <br />0 <br />4.6 <br />0.52 <br />0.3 <br />GRAVEL <br />15 +00 TO 42 +50 <br />2.6 <br />21-1:1V <br />1 -10.9 <br />0 <br />5.4 <br />0.63 <br />0.3 <br />GRAVEL <br />0 +00 TO 15+00 <br />1.8 <br />2H:1V <br />1 -6.3 <br />1 0 <br />4.0 <br />1 0.55 <br />0.3 <br />GRAVEL <br />CULVERT SCHEDULE <br />CULVERT <br />PEAK <br />DISCHARGE <br />CFS <br />DIAMETER <br />(IN) <br />HD /D <br />CAPACITY <br />CFS <br />K -1 <br />1.6 <br />12 <br />2 <br />4.1 <br />K -2 <br />2.6 <br />12 <br />2 <br />4.1 <br />0 <br />Issued For Final Report <br />918198 <br />T. Leidich <br />7700 <br />7600 w <br />Z <br />0 <br />a <br />7500 w <br />7400 <br />61 +49.45 <br />LEGEND <br />CUL VERT P I <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 E� ,CA,J{ � <br />Section /Exhibit: i 3r, -D 3, 1 <br />ENGINEER'S CERTIFICATION <br />RECEIVED <br />SEP 15 1998 <br />Division of Minerals & Geology <br />c SEP 0 81998 <br />ca2fjal o pany Date: <br />sS�ONAl- <br />Ems\ <br />0 <br />Issued For Final Report <br />918198 <br />T. Leidich <br />MMathisen <br />JJames <br />REV <br />REVISIDNS <br />�A <br />-�9GN EY <br />- <br />DRAWN BY <br />REVIEWED AND SIGNED BY <br />SE ij ZA <br />Coal Compy <br />PROJECT. <br />SENECA 11- W <br />DRAWI G TITLE: <br />HAUL ROAD "K" <br />PLAN & PROFILE DESIGN <br />©MONTGOMERY <br />WATSON <br />Mining Group <br />Sheet 1 Of 1 Sheets <br />SCALE: <br />see scale Bar <br />DRAWING No <br />13 -23.1 <br />