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<br />. <br /> <br />0;161.50 <br />. <br /> <br />w <br />> <br />o <br />. <br />. <br />" <br />w <br />:= 6140 <br />. <br />z' <br />o <br />C <br />. <br />> <br />w <br />" <br />w <br /> <br />61300 <br />f\jo11'rH <br /> <br />. <br /> <br /> <br />, ' <br /> <br />"'.- <br /> <br />, . <br /> <br />Cf,1 .J <br /> <br />. <br /> <br />100 <br /> <br />, , <br />. , <br />600 <br /> <br />BOO <br /> <br />900 <br /> <br />1000 <br /> <br />700 <br /> <br />200 <br /> <br />""" <br /> <br />400 <br /> <br />500 <br /> <br />CROSS SECTION 141 <br />SHOWN ON DRAWING NO. 3 <br /> <br />l.cor<:.rNC- vP::rTIH........\ <br /> <br />. <br /> <br /> <br />1100 1200 <br />OI$TANt( ..., F[[T <br />~l;i.+t <br /> <br />II Y [J pjl 1/' LJ C ANI'J LY5 /5 h/IU..DVV BGNl) PAR.I<(- ( 0.'00 _::= 6,000 cis.) <br /> Estimated <br /> Published 100-yr <br />Cross 100-yr Flood Elev. Estimated <br />Section Flood Elev. with Development --B.ise <br />101 6130.1 6130.4 0.3 <br />111 6131. 4 6131. 8 0.4 <br />121 6133.7' 6134.4 0.7 <br />130 6135.2 6136.0 0.8 <br />141 6137.3. 6138.7 1.4 <br />151 6139.9 6139.9 0.0 <br />