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<br />LEVEE DETAIL <br />Engineering Study Required For <br />Levee Design <br /> <br /> <br />Design Water SUrface <br />(River side oflevee) <br /> <br />Typical Top Width <br />of Levee = IO feet <br /> <br />Compacted <br />Fill <br /> <br />Freeboard = 3 feet <br /> <br />Flood Depth <br />Varies <br /> <br />ypical Levee <br />Side Slope is <br />3H to IV <br /> <br />Tynical Levee Cross-Section <br />Not to Scale <br /> <br />TYPICAL <br />DETAIL <br /> <br />TYPICAL LEVEE CROSS-SECTION <br /> <br />FIGURE 1 <br />March 1999 <br />