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EAST FLUME POND <br />Stnge, Feet <br />11 <br />12 <br />f0 ~\ <br />8 ~ <br />1 ~ <br />6 ~~~ <br />2 <br />0 <br />TYPICAL EMBANKMENT CROSS SECTION <br />o-~e~~l <br /> <br />FIGURE.• TR 85-2 <br />C'~L <br /> <br />as-aut Pvtian <br />Oi Pone <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Roynond G. DuBols, o rtBl stared ProFesslonnl <br />Enplneer In the Stott of Coltf'ndo, certlFy thnt <br />this Flpure has been rwleeed by ne and Is true <br />and correct to the best of ny kno•ledge and <br />1 nFornotl~n. p .,{ ~+ <br />Rnynond/ G. DuBo 1 s CO PE No. 31 ~ 16 <br />31416 <br />Top o/ Cep < 11. /' ) <br />~} Tpr / P/ Ndr Sto-n Elerotlon tll fY> <br />btton of SPA I Ipy t 11. 3' ) <br />D-Iplnsl CrouM <br />at Upstrpn Toe (10') <br />Cor1 Trench <br />yert~col Scele 1' • ItY <br />Ilex' 1 zonto 1 Scn le 1' • t?0' <br />RELATIVE ELEVATIONS ARE MEASURED <br />FROM THE UPSTREAM 7iUE OFDAM <br />'~~ /7~' DEC 2 ' 2000 <br />Te-a <br />Dntt tntn awes-e aw <br />