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. . . RCIOOQ06,OH2 OLD SECTION 226298 NC 0.3 0.5 THE LEFT OVERBANK GEOMETRY DATA FOR CROSS SECTION 227397 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 8350-8415 WERE UPDATED BASED ON THE PRE- PROJECT 1-FT TOPOGRAPHY. ALL OTHER GEOMETRY DATA WAS UNMODIFIED. THE LEFT BANK STATION WAS CHANGED FROM STATION 8370 TO STATION 8360 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. ****~************************************************************************* Xl 227397 23 8360 8562.00 900.00 1200.00 1230.00 .00 .00 .00 X3 10 GR 4955 8350 4950 8360 4947 8365 4946 8370 4945. 1 8380 GR 4945 8405 4944 8410 4943 8415 4943 8419 4943 8428 GR 4942 8444 4939.2 8452 4935.6 8465 4935.6 8467 4935.8 8489 GR 4934.9 8494 4935.8 8495 4939.8 8527 4956.5 8562 4960 8570 GR 4962 8620 4964 8745 4966 8900 OLD SECTION 226338 LINCOLN AVENUE ****************************************************************************** THE LEFT OVERBANK GEOMETRY DATJI. 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 16:05:36 THE LEFT BANK STATION WAS CHANGED FROM STATION 8190 TO STATION 8195 DUE TO THE UPDATED PRE-PROJECT GEOMETRY DATA. ****************************************************************************** SB 1. 2 5 Xl 227437 X2 X3 10 BT 9 BT 8385. BT 4962. GR 4955 GR 4945 GR 4935.4 GR 4956 DISCHARGES 1.56 19 2.6 0 8195 8382.00 1 4956.5 35. 120.00 4957.8 2. 40.00 2058. 40.00 8110. 4956. 4954. 8190. 4958. 4957.8 4950.3 8410. 4966. 4951 4941.5 4935.8 4966 8400. 8610. 4964. 4955 8175 4944 8250 4935.6 8286 4958 8400 COMPUTATIONS 4952 4943.5 4934.9 4960 8740. 8180 8252 8301 8410 8160 8235 8284 8385 SPLIT FOR FLQ;l QT NC 3 0.061 5450 0.053 10200 0.035 13700 0.3 0.5 ****************************************************************************** THE LEFT OVERBANK GEOMETRY DATA FOR CROSS SECTION 22811 7 WAS UPDATED BY INCORPORATING THE 1- FT AS-BUILT TOPOGRAPHY DEVELOPED FOR THE OXBOW LEVEE BY KING SURVEYORS, INC. IN JUNE, 2005. GEOMETRY DATA INCLUDING AND BETWEEN STATIONS 7210-7320 WERE UPDATED BASED ON THE AS- BUILT 1-FT TOPOGRAPHY. ALL OTHER GEOMETRY DATA WAS UNMODIFIED. THE LEFT BANK OF CROSS SECTION 228117 WAS EXTENDED TO OUT TO STATION 7210 TO INCLUDE THE GEOMETRY OF THE LEVEE IN THE GR DATA. DUE TO THE REPOSITIONING OF THE LEFT OVERBANK OF CROSS SECTION 228117. THE LEFT OVERBANK REACH LENGTH WAS CHANGED FROM 790 FEET TO 630 FEET. THE X3 CARD ASSOCIATED WITH CROSS SECTION 228117 WAS DELETED DUE TO THE UPDATED AS-BUILT GEOMETRY DATA. ****************************************************************************** OLD SECTION Xl 228117 GR 4957 GR 4950 GR 4938.7 GR 4966 227028 18 7210 7320 7407 7880 680.00 4952 4944.1 4962 7385 4957 4949 4937.5 4968 7525.00 7235 7350 7428 7970 630 4953 4949 4937.8 4970 640.00 7250 7385 7473 8130 QT 3 5450 OLD SECTION 227538 NC 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. ****************************************************************************** o 9MARO 6 16:05:36 Xl 228637 19 X3 10 GR 4959 6700 GR 4943 6825 GR 4941 6875 GR 4958 7060 OLD SECTION 227588 LINDEN STREET 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 SB 0.9 1. 56 2.6 126. 2. 2174. ****************************************************************************** THE LEFT BANK GEOMETRY OF CROSS SECTION 228687 WAS TRUNCATED DUE TO THE FACT 4.25 .00 1.50 8382. 4960. 8195 8268 8324 8730 .00 7260 7393 7525 .00 6770 6855 6935 7650 3.5 4934.9 .00 4964. 4946 4937 4954 .00 4951 4942.4 4964 .00 4942 4942 4958 4941 Page 11 of 49 P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCIOOQ06.doc Created on 3/9/20064:06 PM 4934.9 .00 4956.5 8485. 8210 8282 8382 .00 7270 7399 7545 .00 6815 6860 6940 4940 PAGE 19 PAGE 20