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<br />. <br /> <br />. <br /> <br />Table 6.1 Existing Condition Model Cross Section Adjustments. <br /> <br />Cross Section ID:Station <br />Effective Existing <br />(CELINC06/ (EXLINC06/ Adjustment Location <br />CE100Q06/ EX100Q06/ <br />C]~500Q06) EX500Q06) <br /> LINC DFP <br />--- 7680 Added Centerline of Lemay Avenue <br />--- 8825 Added <br />9000 --- Deleted <br />9300 --- Deleted <br />--- 9305 Added <br />A:9590 --- Deleted <br />--- 9705 Added 3rd Street <br />B:I0430 --- Deleted <br />_n 10540 Added Buckingham Neighborhood <br />--- 11255 Added <br />C:11445 --- Deleted <br />11565 --- Deleted <br />--- 11595 Added <br />_n 11670 Added Downstream Side of Linden Street <br />--- 11700 Added Centerline of Linden Street <br />--- 11810 Added <br />--- 12175 Added <br />--- 12340 Added <br /> Cache la Poudre River Main Channel <br />AR:227397 AR:227397 Revised Downstream Side of Lincoln Avenue <br />227437 227437 Revised Upstream Side of Lincoln Avenue <br />AS:228117 AS:228117 Revised <br />228637 228637 Revised Downstream Side of Linden Street <br />A T:228687 A T:228687 Revised Upstream Side of Linden Street <br /> <br />The existing condition 100- and 500-year floodplain delineations are shown on Sheet 3B. <br />It should be noted that the properties removed from the Cache la Poudre River Main Chmmel <br />100-year floodplain in the corrected effective condition due to the LOMA's; are now shown in <br />the existing condition 100-year floodplain as a result of LINC DFP flows returning to the main <br />chmmel over Lincoln Avenue. Existing condition water surface profile plots are located in <br />Appendix C.3. The input/output HEC-2 reports for the existing condition floodplain analyses are <br />provided in Appendix G. A digital copy of the HEC-2 models utilized for the current study is <br />. provided on the disk included with this report. <br /> <br />COFe2003-l0 Oxbow FINAL LOMR.doc <br /> <br />6.3 <br /> <br />ANdERSON CONsulTiNG ENGiNEERS, INC. <br />