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<br /> eElOOQ06.0H2 <br /> Xl 228637 27 6725 6940 420000 420000 520000 .00 000 000 <br /> X3 10 4954 . 5 <br /> GR 4958 4945 4958 5250 4956 5370 4956 5475 4954 5505 <br /> GR 4954 6225 4956 6565 4958 6680 4959 6700 4958 6725 <br />. GR 4943 6755 4942 6770 4942 6815 4943 6825 4945 6840 <br />GR 4945 6845 4944 6855 4942 6860 4941 6875 4940 6890 <br />GR 4940 6895 4957 6935 4958 6940 4958 7060 4960 7085 <br />GR 4968 7390 4970 7650 <br /> OLD SECTION 227588 <br /> LINDEN STREET <br /> SB 0.9 1.56 206 1260 20 21740 3.5 4941 4940 <br /> *****************************************************************~************ <br /> GEOMETRY DATA FOR CROSS SECTION 228687 WAS UPDATED BY INCORPORATING <br /> THE COFC 1999 2-FT TOPOGRAPHY FOR THE LEFT OVERBANK AND THE REMOVAL ACTION <br /> 2004 1- FT PRE- PROJECT TOPOGRAPHY FOR THE MAIN CHANNEL 0 <br /> AN ELEVATION OF 4954.5 WAS ALSO ENTERED INTO FIELD 8 OF THE X3 CARD <br /> TO ALLOW THE LEFT OVERBANK TO BECOME EFFECTIVE WHEN FLOW OVERTOPS <br /> LINDEN STREET 0 <br /> *****************************************************************~************ <br /> Xl 228687 20 6700 6925 50.00 50000 50.00 000 .00 000 <br /> X2 1 4954.6 4954.5 1. 33 <br /> X3 10 495405 <br /> *****************************************************************w************ <br /> GEOMETRY FOR THE ROAD OVERTOPPING PROFILE OF LINDEN STREET WAS UPDATED <br /> 09MAR06 15:31:55 PAGE 19 <br /> BY INCORPORATING THE COFC 1999 2-FT TOPOGRPAPHY AND THE REMOVAL ACTION <br /> 2004 1- FT PRE- PROJECT TOPOGRAPHY 0 THE LOW CHORD INFORMATION FOR THE BRIDGE <br /> DECK WAS NOT CHANGED. <br /> ****************************************************************************** <br /> BT 13 4960 4960 5070 4960 5350 4958 <br /> BT 5480 4956 5500 495405 6175 495405 6370 <br /> BT 4956 6560 4958 6660 4959 6715 496107 <br /> BT 4954.2 6818 49620 4 495409 6926 4962.1 495406 7380 4968 <br /> GR 4960 5045 4958 5235 4956 5445 4954 5580 4954 6425 <br /> GR 4956 6530 4958 6665 4959 6690 4958 6700 4943 6735 <br /> GR 4942 6740 4942 6750 4943 6840 4941 6850 4941 6870 <br /> GR 4945 6890 4959 6925 4960 7015 4968 7380 4970 7680 <br /> NC 0.083 00053 0.035 0.3 005 <br /> *****************************************************************~************ <br /> CROSS SECTION ADDED BY ACE IN AUGUST 2005 AT THE DOWNSTREAM END OF THE <br /> REI-lOVAL ACTION PROJECT REACH 0 <br /> ****************************************************************************** <br /> THE LEFT BANK GEOMETRY OF CROSS SECTION 229322 WAS TRUNCATED DUE TO THE FACT <br /> THAT PORTIONS OF THE CROSS SECTION WERE NOT HYDRAULICALLY CONNECTED TO THE <br />" MAIN CHANNEL. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 7345. <br />. ****************************************************************************** <br />ET 7.1 701 7.1 7345 7796 <br />Xl 229322 23 7567 7675 610 655 635 .00 .00 .00 <br /> GR 4956.2 7345 4956 7365 4955 7379 4951 7395 4951 7424 <br /> GR 4952 7441 4952 7469 4949 7478 4949 7542 4948 7567 <br /> GR 4947 7571 4943 7588 4941 7603 4941 7626 4944 7632 <br /> GR 4951 7649 4952 7655 4953 7663 4957 7673 4958 7675 <br /> GR 4959 7682 4960 7715 4960 7796 <br /> ****************************************************************************** <br /> CROSS SECTION MODIFIED BY ACE IN AUGUST 2005 DURING THE REMOVAL ACTION <br /> PROJECT LOMR 0 <br /> ****************************************************************************** <br /> THE LEFT BANK GEOMETRY OF CROSS SECTION 229477 WAS TRUNCATED DUE TO THE FACT <br /> THAT PORTIONS OF THE CROSS SECTION WERE NOT HYDRAULICALLY CONNECTED TO THE <br /> MAIN CHANNEL. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 71750 <br /> ****************************************************************************** <br /> OLD SECTION 228368 <br /> ET 7.1 701 7.1 7175 7796 <br /> Xl 229477 30 7482 7655 165 160 155 .00 .00 .00 <br /> GR 495901 7175 4959 7187 4958 7194 4954 7206 4952 7230 <br /> GR 4951 7311 4951 7324 4952 7368 4952 7431 4951 7442 <br /> GR 4951 7465 4952 7474 4952 7482 4951 7498 4950 7503 <br /> GR 4950 7531 4949 7539 4948 7540 4946 7545 4944 7554 <br /> GR 4943 7565 4942 7577 4942 7603 4943 7606 4950 7620 <br /> GR 4950 7627 4951 7634 4960 7655 4961 7680 4962 7796 <br /> ****************************************************************************** <br /> END MODIFICATIONS BY ACE IN MARCH 2006 FOR THE OXBOW LEVEE PROJECT <br /> LOMRo <br /> ****************************************************************************** <br /> CROSS SECTION ADDED BY ACE IN AUGUST, 2005 AT THE UPSTREAM END. OF THE <br /> REMOVAL ACTION PROJECT REACH. <br /> THIS CROSS SECTION WAS NOT MODIFIED DURING THE OXBOW LEVEE PROJECT <br /> 09MAR06 15:31:55 PAGE 20 <br /> LOMRo <br /> ****************************************************************************** <br /> ET 7.1 701 701 1130 1373 <br /> Xl 229757 18 1196 1337 255 285 280 000 .00 .00 <br /> GR 4965 1000 4964 1016 4959 1045 4955 1091 4955 1158 <br /> GR 4953 1164 4953 1196 4952 1200 4947 1209 4946 1219 <br />. GR 4945 1263 4946 1292 4948 1298 4951 1304 4951 1319 <br />GR 4960 1337 4961 1355 4962 1373 <br />****************************************************************************** <br />CROSS SECTION MODIFIED BY ACE IN AUGUST 2005 DURING THE REMOVAL ACTION <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CElOOQ060doc <br /> <br />Page 11 of 49 <br /> <br />Created on 3/9/2006 3:33 PM <br />