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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table 5 Continued <br />FLOOD PLAIN AND FLOODWAY SUMMARY <br /> <br /> 100 YEAR <br /> REFERENCE POINT INFORMATION FLOOD PLAIN DATA <br /> Prof~le1 Thalweg <br />Point Drawing Stat~on Elevation Elevation Width Discharge <br />Number Remarks Number (ft ) (ft) (ft) (ft) (cfs) <br />A Sections along 2 5 0+45 5815.0 5818.3 100 760 <br />B Belleview 5 2+33 5809.5 5811.9 150 669 <br />C Avenue 5 4+65 5803.5 5804.7 140 664 <br />D 5 7+13 5796.0 5798.3 120 664 <br />E 5 9+15 5794.0 5795.1 100 618 <br />F 5 12+39 5787.6 5790.2 90 314 <br />G 5 20+69 5779.0 5781 .2 50 160 <br /> <br />1 Stationing starts at Section 101 on Weaver Creek. <br />2 <br />See Sheet 5. <br /> <br />~ Leonard Rice Consulting Waler Engineers. Inc. <br /> <br />-20- <br /> <br />232UDD08 <br />