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<br />Table 3.2 Effective FEMA Water Surface Profiles (Continued). <br /> <br />.ross Section Water Surface Elevations (ft, NGVD) Location <br />ID: Station to-Year 50-Year tOO-Year 500- Year <br /> LINC Divided Flow Path <br /> COFC FIS COFC FIS <br />As Reported In: [FEMA, 1996] [FEMA,1996] <br /> Profile UP Profile UP <br />7630 N/A N/A 4940.0 4940.3 D/S Current Study Limie <br />Lemav A venue <br /> LINC DFP Confluence No, 1 with <br />9000 N/A N/A 4943,0 4943.5 Main Channel <br /> Lateral Spill Over Lincoln Avenue <br />9300 N/A N/A 4943,8 4945.6 <br />A:9590 N/A N/A 4944,6 4946.6 <br />B:10430 N/A N/A 4948,0 4949.3 Buckingham Neighborhood <br />C: 11445 N/A N/A 4948.2 4950,1 <br />11565 N/A N/A 4950.6 4952,5 LINC DFP Divergence <br />from Main Channel <br />h <br /> <br />LINC DFP dIscharge passmg Lemay Avenue returns to maID channel at LINC DFP Confluence No.2 (l"e. Dry Creek <br />Confluence with main channel). <br /> <br />. <br /> <br />. <br /> <br />COFC2003-10 Oxbow FINAL LOMR.doc <br /> <br />3.5 <br /> <br />ANdERSON CONsulTiNG E~jGiNEERS, INC. <br />