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<br />PROPOSED WEST HORSE SPILLWAY CONFIGURATION <br />Scale I' = 5 <br />Figure TR 86-3 <br />Grave Lined <br />STAGE <br />9.0 -~i.,~ <br />g.0 <br />7.0 <br />6.0 <br />5.0 <br /> .... .. <br /> <br /> <br /> : <br /> ~ <br /> <br /> <br /> <br /> i . _ <br /> PROFESSIONAL ENGINEER'S CERTIFICATION <br /> 1, Jame M Matterr4 a regbtercd Professtanal Englnetr fi the <br /> State of Coloredq certify that thiv figure hay been reviewed by~~ <br /> me atd U true and corr'etK to the beet of my knowledge and ? c <br />?> 31 hlfOrmatlOll _ ° i <br />~ <br /> <br />~O ~; <br /> <br />2 <br /> <br />/ <br />,~ <br /> <br />~ <br />o <br /> <br />~~-- --- <br />~'7*-~~j~ ~ - i I <br />'% <br />~ <br />•b ~ Jamrd M Matters CO PE. 205.?l <br />m y <br /> <br /> n Date <br />0 <br />Gravy Lined <br />~- Top of Dem (9.0) <br /> <br />25 Yr, 24 ~ storm Elev. (5.T1 <br />10 Yr, 24 ~tiaa¢r'~mn Ekv. <br />Bottom Of SpNway (5.07 <br />Co-~tte Entrazxe Cut-0ff Plug <br />20537 z W @ See Pemut Appendix Q Section <br />~~ XIX far cutoff plug detatLv <br /> <br />