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. I! . . EXIOOQ06.0H2 THE LEFT BANK STATION WAS CHANGED FROM STATION 8370 TO STATION 8360 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. * ** ***... *** ******... ***... **...... **** *... * **** ****** **** * ****... *... * **... **** ** **** *++...... **** * Xl 227397 23 X3 10 GR 4955 8350 GR 4945 8405 GR 4942 8444 GR 4934.9 8494 GR 4962 8620 OLD SECTION 226338 LINCOLN AVENQE 8360 8562.00 900.00 1200.00 1230.00 4947 4943 4935.6 4939.8 4966 8365 8415 8465 8527 8900 4946 4943 4935.6 4956.5 4950 4944 4939.2 4935.8 4964 8360 8410 8452 8495 8745 ****************************************************************************** THE LEFT OVERBANK GEOMETRY DATA FOR CROSS SECTION 227437 WAS UPDATED BY INCORPORATING THE 1- FT PRE- PROJECT TOPOGRAPHY DEVELOPED FOR THE OXBOW LEVEE PROJECT AREA BY KING SURVEYORS, INC. IN APRIL, 2004. GEOMETRY DATA INCLUDING AND BETWEEN STATIONS 8160-8250 WERE UPDATED BASED ON THE PRE- PROJECT 1-FT TOPOGRAPHY. ALL OTHER GEOMETRY DATA WAS UNMODIFIED. 09MAR06 15:41:12 THE LEFT BANK STATION WAS CHANGED FROM STATION 8190 TO STATION 8195 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. 1.56 19 ****************************************************************************** 2. 40.00 2058. 40.00 SB 1. 25 Xl 227437 X2 X3 10 BT 9 BT 8385. BT 4962. GR 4955 GR 4945 GR 4935.4 GR 4956 DISCHARGES 8110. 4956. FOR 8160 8235 8284 8385 SPLIT QT NC 3 0.061 5450 0.053 ****************************************************************************** 0.5 2.6 0 8195 8382.00 1 4956.5 4954. FLOW 8400. 8610. 4964. 4955 8175 4944 8250 4935.6 8286 4958 8400 COMPUTATIONS 35. 120. DO 4957.8 8190. 4958. 4957.8 4950.3 8410. 4966. 4951 4941.5 4935.8 4966 10200 0.035 13700 0.3 4952 4943.5 4934.9 4960 8740. 8180 8252 8301 8410 THE LEFT OVERBANK GEOMETRY DATA FOR CROSS SECTION 228117 WAS UPDATED BY INCORPORATING THE 1-FT PRE-PROJECT TOPOGRAPHY DEVELOPED FOR THE OXBOW LEVEE PROJECT AREA BY KING SURVEYORS, INC. IN F~RIL, 2004. GEOMETRY DATA INCLUDING AND BETWEEN STATIONS 7330-7385 WERE UPDATED BASED ON THE PRE- PROJECT 1- FT TOPOGRAPHY. ALL OTHER GEOMETRY DATA WAS UNMODI flED. THE LEFT BANK STATION WAS CHANGED FROM STATION 7380 TO STATION 7385 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. THE LEFT OVERBANK REACH LENGTH OF CROSS SECTION 228117 WAS CHANGED DUE TO THE P.EPOSITIONING OF THE LEFT OVERBANK OF CROSS SECTION 228117. THE LEFT OVERBANK REACH LENGTH WAS CHANGED FROM 790 FEET TO 630 FEET. THE LEFT ENCROACHMENT STATION ON THE X3 CARD ASSOCIATED WITH CROSS SECTION 228117 WAS CHANGED FROM STATION 7380 TO STF.TION 7330 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. OLD SECTION Xl 228117 X3 GR GR GR 227028 14 ****************************************************************************** 630 640.00 680.00 4950.8 4942 . 4 4964 7330 7399 7545 QT 3 5450 OLD SECTION 227538 NC 7385 7525.00 7330 7345 7407 7880 4949 4937.5 4968 7350 7428 7970 4949 4937.8 4970 4950 4938.7 4966 10200 13700 ****************************************************************************** 0.3 0.5 THE LEFT BANK GEOMETRY OF CROSS SECTION 228637 WAS TRUNCATED DUE TO THE FACT THAT PORTIONS OF THE CROSS SECTION ARE NOT HYDRAULICALLY' CONNECTED TO THE MAIN CHANNEL WITH THE EXTENSION OF THE LINC DIVIDED FLOW PATH UPSTREAM OF LINDEN STREET. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 6700. THE LEFT OVERBANK REACH LENGTH OF CROSS SECTION 228637 WAS CHANGED DUE TO THE REPOSITIONING OF THE LEFT OVERBANK OF CROSS SECTION 228117. THE LEFT OVERBANK REACH LENGTH WAS CHANGED FROM 420 FEET TO 580 FEET. 09MAR06 15:41:12 ****************************************************************************** Xl 228637 19 X3 10 GR 4959 6700 GR 4943 6825 GR 4941 6875 GR 4958 7060 OLD SECTION 227588 LINDEN STREET SB 0.9 1.56 ****************************************************************************** 126. 2. 2174. 6725 6940 580 420.00 520.00 4958 4945 4940 4960 6725 6840 6890 7085 4943 4945 4940 4968 6755 6845 6895 7390 4942 4944 4957 4970 2.6 THE LEFT BANK GEOMETRY OF CROSS SECTION 228687 WAS TRUNCATED DUE TO THE FACT THAT PORTIONS OF THE CROSS SECTION ARE NOT HYDRAULICALLY CONNECTED TO THE MAIN CHANNEL WITH THE EXTENSION OF THE LINC DIVIDED FLOW PATH UPSTREAM OF LINDEN STREET. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 6690. 10 ****************************************************************************** 50.00 4959 50.00 50.00 Xl X2 X3 228687 13 6925 4954.6 8'370 8419 8467 8562 4.25 .00 1. 50 8382. 4960. 8195 8268 8324 8730 7385 7473 8130 6770 6855 6935 7650 .00 1. 33 .00 4945.1 4943 4935.8 4960 4934.9 .00 4964. 4946 4937 4954 .00 4944.1 4962 .00 4942 4942 4958 3.5 4941 6700 1 P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXI00Q06.doc Page II of 49 .00 8380 8428 8489 8570 4934.9 .00 4956.5 8485. 8210 8282 8382 .00 7393 7525 .00 6815 6860 6940 4940 .00 .00 PAGE 19 .00 PAGE 20 .00 .00 Created on 3/9/2006 3:42 PM