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CE <br />W <br />CID <br />Z <br />C) <br />U <br />W <br />0 <br />a <br />w <br />J <br />UL <br />¢ <br />0 <br />ACCESS ROAD PLAN VIEW <br />SCALE <br />300' 0 300' 600' <br />CONTOUR INTERVAL 10 FT. <br />100.00 <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 150' 3001' <br />VERTICAL SCALE <br />0 150 300, <br />Feet <br />ROADSIDE CHANNEL SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />(CFS) <br />SIDE <br />SLOPE <br />DITCH <br />SLOPE <br />1%1 <br />BOTTOM <br />WIDTH <br />(FTI <br />VELOCITY <br />(FPSI <br />FLOW <br />DEPTH <br />(FT) <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 - 8.00 <br />25 <br />3HAV <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.1V <br />6:8 - 11.2 <br />N/A <br />3.28 <br />1.0 <br />0.5 <br />VEG <br />21.00 - 38.00 <br />14 <br />3HAV <br />2.8 - 11.2 <br />N/A <br />2.43 <br />1.0 <br />0.5 <br />VEG <br />38.00 - 59.00 <br />2.1 <br />3H1V <br />0.2 - 2.8 <br />N/A <br />1.60 <br />2.1 <br />0.5 <br />VEG <br />59.00 - 90.00 <br />2.3 <br />3H,1V <br />0.2 - 2.8 <br />N/A <br />1.66 <br />2.1 <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 />0.6 <br />0.5 <br />VEG <br />96.00 - 112.00 <br />1.6 <br />3H IV <br />2.4 - 9.5 <br />N/A <br />239 <br />11 <br />0.5 <br />VEG <br />112.00 - 125.47 <br />3.0 <br />3HAV <br />4.1 - 4.9 <br />N/A <br />2.35 <br />11 <br />0.5 <br />VEG <br />CUL vER T SCHEDULE <br />PEAK <br />DIAMETER <br />MAXIMUM <br />CULVERT <br />DISCHARGE <br />HEADWATER <br />(CFS) <br />(IN) <br />IFT.) <br />PM -1 <br />4.95 <br />18 <br />t.9 <br />LEGEND <br />D RECLAIMED AREA <br />-� POWERLINE: <br />O TOPSOIL STOCKPILE <br />110+00 <br />120 +00 <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />4 Thomas E. Le/dich, stale that this mop <br />was prepared under my supervision and all � <br />the information presented hereon is true A2, <br />and correct to the beslckned9e = v <br />n in Q� alion. G. <br />Dote 11 Thomos E. Leidich, CO P.E. .11441 <br />U00 <br />M <br />7700 m <br />7600 >i <br />0 <br />z <br />7500 _ <br />T <br />7400 <br />REGjsTz <br />f 59 ° =� o <br />s/ONAL ECG �,ar <br />""Bill lw0k, <br />f <br />TR -42 Responses <br />9103 <br />T Leidich <br />T Laidich <br />T Leidich <br />0 <br />TR -42 <br />6103 <br />JJames <br />i(Conrath <br />✓James <br />REV <br />No <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />SENECA <br />Coal Company <br />PROJECT: <br />SENECA H W <br />DRAWING TITLE: <br />R/DGEL /NE ACCESS ROAD <br />PLAN AND PROF /LE <br />M W H <br />Sheet 2 Of 2 Sheets <br />SCALE: <br />As Shown <br />DRAWING No <br />13 -26.1 <br />