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v <br />N <br />CE <br />w <br />m <br />z <br />z <br />H- <br />O <br />w <br />O <br />Ir <br />CL <br />2 <br />t7 <br />h <br />0 <br />U <br />U <br />Q <br />111 <br />J <br />LL <br />0 <br />O <br />0 <br />7800 <br />LL 7700 <br />Z <br />0 7600 <br />7500 <br />w <br />J <br />LU 7400 <br />6.00 <br />1000 <br />30.00 <br />ACCESS ROAD PLAN VIEW <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 150' 300' <br />VERTICAL SCALE <br />0 1 ®0 <br />Feet <br />50.0 <br />LEGEND <br />D RECLAIMED AREA <br />POWERLINE <br />ROADS /DE CHANNEL SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />ICES) <br />SIDE <br />SLOPE <br />DITCH <br />SLOPE <br />M <br />BOTTOM <br />WIDTH <br />WTI <br />VELOCITY <br />[FPS) <br />FLOW <br />DEPTH <br />WT! <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 8.00 <br />2.5 <br />3H :1V <br />9.2 - 11,4 <br />N/A <br />3.11 <br />0.9 <br />0.5 <br />VEG <br />8.00 - 21,00 <br />2.9 <br />3H W <br />68 - 11.2 <br />N/A <br />3,28 <br />1.0 <br />0,5 <br />VEG <br />21.00 - 38.00 <br />1.4 <br />3H1V <br />2.8 - 11.2 <br />N/A <br />2.43 <br />1.0 <br />0.5 <br />VEG <br />3800 - 59.00 <br />2.1 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />160 <br />2.1 <br />05 <br />VEG <br />59.00 - 90.00 <br />2.3 <br />3HAV <br />0,2 - 2.8 <br />N/A <br />1.66 <br />21 <br />0.5 <br />VEG <br />90.00 - 96.00 <br />0.5 <br />3HAV <br />2,8 - 3.1 <br />N/A <br />0.92 <br />0.8 <br />0.5 <br />1 VEG <br />96.00 - 112.00 <br />1.6 <br />3HAV <br />2.4 - 9.5 <br />N/A <br />2.39 <br />1.1 <br />0.5 <br />VEG <br />112.00 - 125,47 <br />3,0 <br />3H:1V <br />4.1 - 4.9 <br />N/A <br />2.35 <br />1.1 <br />0.5 <br />VEG <br />CULVERT SCHEDULE <br />CULVERT <br />PEAK <br />DISCHARGE <br />ICFSI <br />DIAMETER <br />(IN) <br />MAXIMUM <br />HEADWATER <br />IF T.I <br />PM -2 <br />2.9 <br />12 <br />1,5 <br />PM -3 <br />2.9 <br />12 <br />1.5 <br />PM -4 <br />65 <br />18 <br />2 <br />SCALE <br />300' 0 300' SIX <br />CONTOUR INTERVAL LOFT. <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />i, Thomas E. Leidich, state that this mop <br />was prepared under my supervision an 111 "1I1I7nrr <br />the information presented hereon is <br />and correct to the best o my kno�i� <br />at i formation. <br />!ZLL / O <br />ate Thomas E. Leidich, C(:Fo .E. 50 CL <br />o•. 4, <br />'% F •'••.....•• \mac <br />' / /v,// SIONAI <br />SENECA <br />Coal Company <br />!PROJECT: <br />SENECA H W <br />70.00 DRAWING TITLI.. <br />R/DGEL /NE ACCESS ROAD <br />PLAN AND PROF /LE <br />(D MWH <br />Sheet 1 Of 2 Sheets <br />SCALE: DRAWING No. <br />AS Shawn 13 -26.1 <br />IV IV 03 <br />1 <br />TR -42 Responses <br />9103 <br />T Leidich <br />T Leidich <br />T Leidich <br />0 <br />TR -42 <br />6103 <br />J.James <br />K.Conrath <br />J.James <br />REEcV_ <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEW C <br />SENECA <br />Coal Company <br />!PROJECT: <br />SENECA H W <br />70.00 DRAWING TITLI.. <br />R/DGEL /NE ACCESS ROAD <br />PLAN AND PROF /LE <br />(D MWH <br />Sheet 1 Of 2 Sheets <br />SCALE: DRAWING No. <br />AS Shawn 13 -26.1 <br />IV IV 03 <br />