Laserfiche WebLink
<br /> RCIOOQ06,OH2 <br /> ****************************************************************************** <br /> NC 0.054 0.047 .035 <br /> ET 7.1 7.1 7.1 7.1 7050 8390 <br />. Xl 215208 ~" 7530 7700 1300 900 1231 <br />GR 4922 7050 4920 7130 4918 7430 4916 7530 4914 7550 <br />GR 4908 7575 4906.12 7580 4904.8 7590 4906.36 7615 4907.06 7662 <br />GR 4910 7680 4912 7700 4914 7755 4916 7770 4917 . 3 8000 <br /> 1998 AS-BUILT DATA <br /> GR 4917 .2 8280 4916.5 8300 4916.8 8375 4920.4 8385 4920.5 8390 <br /> GR 4920.3 8400 4918.7 8420 <br /> ****************************************************************************** <br /> ****************************************************************************** <br /> ET 7.1 7.1 7.1 7.1 6890 8500 <br /> Xl 216105 27 7870 8000 780 800 897 <br /> GR 4922 6890 4920.5 6985 4920 7380 4920 7630 4918 7690 <br /> GR 4916 7700 4914 7770 4912 7785 4911.26 7790 4914.14 7870 <br /> GR 4912 7910 4910 7932 4907.85 7935 4904.57 7960.6 4908.56 7972.7 <br /> GR 4910 7975 4916 7990 4918 8000 4918.9 8210 4919 8410 <br /> 1998 AS-BUILT DATA <br /> GR 4920.0 8465 4919.4 8495 4922.8 8510 4922. 8 8520 4922.8 8525 <br /> GR 4921.2 8540 4920.7 8575 <br /> ****************************************************************************** <br /> ****************************************************************************** <br /> NH 4 .06 7700 .035 7960 .06 8000 .035 8820 <br /> Xl 216875 32 7700 7960 650 570 770 <br /> GR 4924 6970 4922 6990 4922 7050 4922 7290 4921 7405 <br /> GR 4920 7700 4916 7705 4912 7720 4911.7 7723 4911 7752 <br /> GR 4911.4 7794 4912 7795 4916 7800 4916.9 7835 4916 7890 <br /> GR 4916 7960 4918 8000 4920 8010 4920 8020 4919.1 8050 <br /> GR 4920 8090 4923.4 8105 4920 8130 4920 8250 4923.8 8270 <br /> GR 4922 8285 4922 8380 4921 8380.1 4920. 1 8450 4920 8660 <br /> GR 4922 8660.1 4928 8820 <br /> ****************************************************************************** <br /> RIGHT BANK DIVIDED FLOW BLOCKED AT THIS SECTION BY PROPOSED LEVEE <br /> QT 5370 10200 13300 <br /> ****************************************************************************** <br /> NH 4 .06 7870 .035 8000 .06 8120 .035 8710 <br /> BELOW WATER MAIN CHANNEL DATA FROM 217202 IN 1994 FrS <br /> Xl 217200 28 7870 8000 300 240 325 <br /> GR 4924 7030 4922 7040 4922 7390 4921 7500 4920 7870 <br /> GR 4916 7890 4912 7895 4912.15 7896 4911. 45 7926 4911.85 7954 <br /> GR 4912 7955 4916 7990 4920 8000 4921. 3 8035 4920 8080 <br /> GR 4918 8120 4918.9 8125 4918.9 8150 4920 8155 4920 8225 <br /> GR 4929 8255 4923 8275 4923 8320 4921 8320.1 4920,1 8410 <br /> GR 4920 8690 4923 8690.1 4923 8710 <br />. ****************************************************************************** <br /> 09MAR06 16:05:36 PAGE 16 <br /> NC .040 0.063 0.035 0.3 0.5 <br /> Xl 218012 13 10010.00 10088.1 600.00 400.00 812 .00 .00 .00 <br /> GR 4927.1 8510 4926 8520 4926 8580 4924 8590 4924 8870 <br /> GR 4922 8920 4922 9980 4922 10010 4914.9 10010.1 4914,9 10088 <br /> GR 4924.5 10088.1 4930 10100 4938 10110 <br /> DIVERSION DAM -TIMNATH RESERVOIR INLET DITCH <br /> QT 3 5370 10200 13300 <br /> Xl 218017 16 10010.00 10088.1 5.00 5.00 5.00 .00 .00 .00 <br /> X3 10 <br /> GR 4927.4 8480 4926 8510 4926 8560 4924 8570 4924 8810 <br /> GR 4922.5 9100 4922 9530 4922 9670 4924 9750 4924.5 9940 <br /> GR 4924.5 10010 4917.9 10010.1 4917.9 10088 4924 . 5 10088.1 4930 10100 <br /> GR 4938 10110 <br /> END OF 1994 LOWERQ.DAT DECK <br /> BEGIN OF 1994 UPPERQ. DAT DECK <br /> NC 0.070 0.090 0.035 <br /> Xl 218990 31 10495 10595 400 1200 973 <br /> X3 10 <br /> GR 4928 8990 4926 9015 4924 9235 4924 9350 4927.2 9390 <br /> GR 4924 9480 4924 9540 4926.3 9620 4924 9660 4924 9730 <br /> GR 4925.3 9745 4922 9795 4920. 5 9860 4922 9910 4924 10000 <br /> GR 4922 10120 4924 10190 4926.6 10220 4924 10280 4924 10380 <br /> GR 4926 10390 4926 10400 4922 10420 4922 10495 4918 10505 <br /> GR 4917 .1 10545 4918 10585 4922 10595 4922 10665 4940 10725 <br /> GR 4942 10740 <br /> Xl 219777 24 10380 10460 555 850 787 .00 .00 .00 <br /> GR 4930 9475 4928 9550 4926 9860 4926 10000 4925.5 10130 <br /> GR 4926 10200 4928 10380 4918 10400 4916.4 10420 4918 10445 <br /> GR 4924 10460 4924 10520 4920 10530 4922 10540 4924 10580 <br /> GR 4926 10595 4926 10610 4922 10640 4920.3 10645 4920.3 10685 <br /> GR 4922 10690 4930 10755 4932 10800 4948 10900 <br /> Xl 220627 21 11740 11955 800.00 600.00 850.00 .00 .00 .00 <br /> GR 4932 11230 4930 11290 4930 11440 4928 11700 4926 11740 <br /> GR 4924 11760 4922 11775 4920 11780 4919.8 11791 4918.5 11830 <br /> GR 4918.7 11855 4920 11860 4924 11865 4924 11955 4922 11980 <br />. GR 4922 11985 4926 12030 4926 12190 4928 12260 4930 12280 <br />GR 4952 12350 <br />NC 0.065 0.090 0.035 0.3 0.5 <br /> DOWNSTREAM SIDE OF LEMAY AVE. BRIDGE <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCI00Q06.doc <br /> Page 9 of 49 Created on 3/9/2006 4:06 PM <br />