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FIGUIRE SA <br />POND 001 EMERGENCY SPILLWAY DESIGN CROSS - SECTION <br />Ao <br />if ' = ygl, <br />8,7; <br />CERTIFICATION <br />that I have reviewed this drawing and that it was <br />i under the supervision of a certified professional <br />assisted by experts in a variety of natural <br />esource disciplines. The information contained <br />accurate to the best of my knowledge and belief. <br />McGlothlin, P.E. Date <br />MINIMUM DIMENSIONS <br />Channel Outslope a <br />0.1 Ft. /Ft. <br />Freeboard ?- <br />1.0 Ft. <br />a a <br />0.28 Ft. or 3.4" <br />A, 2 <br />3.79' <br />Il <br />> <br />FIGUIRE SA <br />POND 001 EMERGENCY SPILLWAY DESIGN CROSS - SECTION <br />Ao <br />if ' = ygl, <br />8,7; <br />CERTIFICATION <br />that I have reviewed this drawing and that it was <br />i under the supervision of a certified professional <br />assisted by experts in a variety of natural <br />esource disciplines. The information contained <br />accurate to the best of my knowledge and belief. <br />McGlothlin, P.E. Date <br />MINIMUM DIMENSIONS <br />Channel Outslope a <br />0.1 Ft. /Ft. <br />Freeboard ?- <br />1.0 Ft. <br />a a <br />0.28 Ft. or 3.4" <br />A, 2 <br />3.79' <br />/l /NF WI TER <br />TR- 49 2/14/07 <br />