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O <br />O <br />r\ <br />V <br />N <br />2 <br />w <br />m <br />Z <br />1- <br />U <br />W <br />0 <br />Cr <br />CL <br />Iii <br />J <br />ll <br />0 <br />U <br />0 <br />- - - <br />X11 \ <br />- --- •- • -• -• -- •- • -• -•- <br />...... - - --'• <br />MATCHLINE <br />- •- • -• -•- -•- - - <br />- - - -I- - <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />IF TI <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 - 8.00 <br />2.5 <br />7800 <br />9.2 - 11.4 <br />N/A <br />3.11 <br />0.9 <br />0.5 <br />VEG <br />t. <br />% <br />3HAV <br />6.8 - 11.2 <br />02% <br />3.28 <br />22% <br />0.5 <br />VEG <br />21,00 - 38.00 <br />1.4 <br />3H:1V <br />2.8 - 11.2 <br />7700 <br />2.43 <br />1.0 <br />0.5 <br />15 14 <br />�Dp. <br />2.1 <br />3H:1V <br />0.2 - 2.8 <br />2223 <br />\��o <br />07 <br />0.5 <br />VEG <br />59.00 - 87.00 <br />2.3 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />-- ._.. -. 00\ <br />7600 <br />7500 <br />W <br />1 VEG <br />87.00 - 99.00 <br />3.4 <br />3HAV <br />2 - 10 <br />N/A <br />3.3 <br />X00\ <br />0.5 <br />VEG <br />99.00 - 115.00 <br />5.4 <br />:.\ <br />k-PO <br />N/A <br />3.9 <br />1.4 <br />0.5 <br />\ Bo\\ J <br />115+00 - 134.64 <br />2 -3 <br />3HAV <br />0.5 - 4 <br />N/A <br />1.9 <br />1.1 <br />0.5 <br />E. <br />I Io <br />- <br />ol I <br />I� <br />7400 <br />ml to <br />50.00 60 +00 <br />70.00 80+00 90 +00 , <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 1 ®0' <br />VERTICAL SCALE <br />0 1 ®0' <br />Feet <br />mIl ( 7650 <br />100 +00 <br />I <br />110 +00 120 +00 <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 1 ®0' <br />VERTICAL SCALE <br />0 150, 0' <br />Feat <br />\ <br />I I W 770 <br />745 - <br />\ <br />I to <br />I IN <br />I g <br />PM <br />-5 <br />I <br />/ <br />o <br />N -3 000 <br />X60 <br />3000 <br />II <br />I b <br />6 <br />PM -6 <br />cc .... <br />' <br />_ <br />.' <br />t7 <br />� <br />o <br />% <br />0 <br />ACCESS ROAD PLAN VIEW <br />SCALE <br />300' 0 300' 600' <br />9 <br />CONTOURINTERVAL 10FT. <br />I <br />I <br />PEAK <br />DISCHARGE <br />ICFSI <br />SIDE <br />SLOPE <br />DITCH <br />SLOPE <br />IY.) <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />IF TI <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 - 8.00 <br />2.5 <br />7800 <br />9.2 - 11.4 <br />N/A <br />3.11 <br />0.9 <br />0.5 <br />VEG <br />t. <br />% <br />3HAV <br />6.8 - 11.2 <br />02% <br />3.28 <br />22% <br />0.5 <br />VEG <br />21,00 - 38.00 <br />1.4 <br />3H:1V <br />2.8 - 11.2 <br />7700 <br />2.43 <br />1.0 <br />0.5 <br />VEG <br />38.00 - 59.00 <br />2.1 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.60 <br />2.1 <br />0.5 <br />VEG <br />59.00 - 87.00 <br />2.3 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.66 <br />7600 <br />7500 <br />W <br />1 VEG <br />87.00 - 99.00 <br />3.4 <br />3HAV <br />2 - 10 <br />N/A <br />3.3 <br />W ' <br />0.5 <br />VEG <br />99.00 - 115.00 <br />5.4 <br />3HAV <br />3 - 9.5 <br />N/A <br />3.9 <br />1.4 <br />0.5 <br />VEG <br />115+00 - 134.64 <br />2 -3 <br />3HAV <br />0.5 - 4 <br />N/A <br />1.9 <br />1.1 <br />0.5 <br />E. <br />7400 <br />50.00 60 +00 <br />70.00 80+00 90 +00 , <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 1 ®0' <br />VERTICAL SCALE <br />0 1 ®0' <br />Feet <br />ROADSIDE CHANNEL SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />ICFSI <br />SIDE <br />SLOPE <br />DITCH <br />SLOPE <br />IY.) <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />IF TI <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 - 8.00 <br />2.5 <br />7800 <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 />3HAV <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 />1.4 <br />3H:1V <br />2.8 - 11.2 <br />7700 <br />2.43 <br />1.0 <br />0.5 <br />VEG <br />38.00 - 59.00 <br />2.1 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.60 <br />2.1 <br />0.5 <br />VEG <br />59.00 - 87.00 <br />2.3 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.66 <br />7600 <br />7500 <br />W <br />1 VEG <br />87.00 - 99.00 <br />3.4 <br />3HAV <br />2 - 10 <br />N/A <br />3.3 <br />1.4 <br />0.5 <br />VEG <br />99.00 - 115.00 <br />5.4 <br />3HAV <br />3 - 9.5 <br />N/A <br />3.9 <br />1.4 <br />0.5 <br />VEG <br />115+00 - 134.64 <br />2 -3 <br />3HAV <br />0.5 - 4 <br />N/A <br />1.9 <br />1.1 <br />0.5 <br />E. <br />7400 <br />100 +00 <br />I <br />110 +00 120 +00 <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />HORIZONTAL SCALE <br />0 1 ®0' <br />VERTICAL SCALE <br />0 150, 0' <br />Feat <br />130.00 <br />ROADSIDE CHANNEL SCHEDULE <br />SECTION <br />PEAK <br />DISCHARGE <br />ICFSI <br />SIDE <br />SLOPE <br />DITCH <br />SLOPE <br />IY.) <br />BOTTOM <br />WIDTH <br />(FT) <br />VELOCITY <br />(FPS) <br />FLOW <br />DEPTH <br />IF TI <br />FREEBOARD <br />(FT) <br />LINING <br />REQUIRED <br />0.00 - 8.00 <br />2.5 <br />311:1V <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 />3HAV <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 />1.4 <br />3H:1V <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 />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.60 <br />2.1 <br />0.5 <br />VEG <br />59.00 - 87.00 <br />2.3 <br />3H:1V <br />0.2 - 2.8 <br />N/A <br />1.66 <br />2.1 <br />1 0.5 <br />1 VEG <br />87.00 - 99.00 <br />3.4 <br />3HAV <br />2 - 10 <br />N/A <br />3.3 <br />1.4 <br />0.5 <br />VEG <br />99.00 - 115.00 <br />5.4 <br />3HAV <br />3 - 9.5 <br />N/A <br />3.9 <br />1.4 <br />0.5 <br />VEG <br />115+00 - 134.64 <br />2 -3 <br />3HAV <br />0.5 - 4 <br />N/A <br />1.9 <br />1.1 <br />0.5 <br />VEG <br />CUL VERT SCHEDULE <br />CULVERT <br />PEAK <br />DISCHARGE <br />(CFS) <br />I DIAMETER <br />IINI <br />MAXIMUM <br />HEADWATER <br />(FT.) <br />PM -5 <br />3 4 <br />12. <br />2 <br />PM -6 <br />5.4 <br />15 <br />2 <br />LEGEND <br />D RECLAIMED AREA <br />. POWERLINE <br />D TOPSOIL STOCKPILE <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />/,, Thomas E. Leidich, slate that this map paaalllrlltgpi <br />was prepared under my supervision and o /�\`'o�p00•KEG, <br />the information presented hereon is true s E. •.+ l , . <br />and correct to the best of my know /ed �•� Fro <br />Ln ormation. 3 59 <br />a -D 1e" Thomas E. Leidich, CO P. E, +4F59 <br />�i� f • +uN G\ �C <br />