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RCUPR05.0H2 LINDEN STREET. ............................. ......................... *............... *..................... *.*............*.*.................*............................. ..*........ *..... , 520.00 Xl 228637 X3 10 GR 4958 4945 GR 4954 6225 GR 4943 6755 GR 4945 6845 GR 4940 6895 GR 4968 7390 OLD SECTION 227588 LINDEN STREET 420.00 27 6725 6940 420.00 4958 4956 4942 4944 4957 4970 5250 6565 6770 6855 6935 7650 4956 4958 4942 4942 4958 5370 6680 6815 6860 6940 4956 4959 4943 4941 4958 30DEC05 10: 03:55 SB 0.9 1.56 2.6 0 126. 2. 2174. ~;~;;;;... ;;;*:;.~;~;;*;;~;;~:.;;;;;;.;~.~;;;;~.;;.;;~~;;~;;;;~.... ....1.... THE COFC 1999 2-FT TOPOGRAPHY FOR THE LEFT OVERBANK AND THE REMOVAL ACTION 2004 l-FT PRE-PROJECT TOPOGRAPHY FOR THE MAIN CHANNEL. I AN ELEVATION OF 4954.5 WAS ALSO ENTERED INTO FIELD 8 OF THE X3 CARD TO ALLOW THE LEFT OVERBANK TO BECOME EFFECTIVE WHEN FLOW OVERTOPS LINDEN STREET. .......................... ................. ............ .... ..........* *..... *.. *.... ................ '" ......*.. ...... , .50.00 I ...."... *.................* ........ ............ ....... .................... ... .*......... *........................ ...... ........*...... GEOMETRY FOR THE ROAD OVERTOPPING PROFILE OF LINDEN STREET WAS UPDATED I BY INCORPORATING THE COFC 1999 2-FT TOPOGRPAPHY AND THE REMOVAL ACTION 2004 l-FT PRE-PROJECT TOPOGRAPHY. THE LOW CHORD INFORMATION FOR THE BRIDGE DECK WAS NOT CIll\NGED. I :i .....:: ~ ~.......: ::~.......: ~;~...... .::::......: :~~~ i ~.......: ~;~...... .1':::: BT 4956 6560 4958 6660 4959 BT 4954.2 6818 4962.4 4954.9 6926 4962.1 4954.6 GR 4960 5045 4958 5235 4956 5445 4954 GR 4956 6530 4958 6665 4959 6690 4958 GR 4942 6740 4942 6750 4943 6840 4941 GR 4945 6890 4959 6925 4960 7015. 4968 Xl X2 X3 50.00 228687 6925 4954.6 50.00 4954.5 20 6700 1 10 NC 0.083 0.3 0.5 0.053 0.035 ..............**...........**.........****......*..........................***.. CROSS SECTION ADDED BY ACE IN AUGUST 2005 AT THE DOWNSTREAM END OF THE REMOVAL ACTION PROJECT REACH. GEOMETRY DATA BETWEEN STATIONS 7542 AND 7682 WERE UPDATED BY INCORPORATING THE REMOVAL ACTION 2005 l-FT AS-BUILT TOPOGRAPHY. GEOMETRY DATA INCLUDING AND OUTSIDE OF STATIONS 7542 AND 7682 MATCH THE PRE-PROJECT CONDITION GEOMETRY UTILIZED IN THE CORRECTED EFFECTIVE MODEL (CEUPR05.DAT). THE LEFT AND RIGHT BANK STATIONS ON THE Xl CARD WERE CIll\NGED TO MATCH THE AS-BUILT TOPOGRAPHY. THE LEFT AND RIGHT BANK STATIONS WERE CIll\NGED FROM 7571 AND 7656 TO 7567 AND 7675, RESPECTIVELY. THE LEFT ENCROACHMENT STATION OF 7305 WAS ADDED TO REPRESENT THE INEFFECTIVE FLOW AREA IN THE LEFT OVERBANK CAUSED BY THE BUILDINGS (IMPACTS 500-YEAR I FLOWS ONLY). .................................................................................. .............................",..................... '*...... **......................................",...................... '*'......... ET Xl GR GR GR GR GR GR 7.1 30 6210 6900 7395 7542 7626 7673 7.1 7675 6225 7080 7424 7567 7632 7675 7305 635 4954 4956 4952 4943 4952 4960 7.1 7567 4958 49S8 4951 4948 4944 4958 610 4954 4958 4952 4947 4951 4959 655 6235 7120 7441 7571 7649 7682 229322 4960 4956 4951 4949 4941 4957 ..**....*..................................................................... GEOMETRY DATA FOR CROSS .SECTION 229477 BETWEEN STATIONS 7503 AND 7796 WERE UPDATED BY INCORPORATING THE REMOVAL ACTION 2005 l-FT AS-BUILT 1 30DEC05 10:03:55 TOPOGRAPHY. GEOMETRY DATA INCLUDING AND OUTSIDE OF STATIONS 7503 AND 7796 MATCH THE PRE-PROJECT CONDITION GEOMETRY UTILIZED IN THE CORRECTED EFFECTIvE MODEL (CEUPR05.DATI. THE RIGHT BANK STATION ON THE Xl CARD WAS CHANGED TO MATCH TIlE AS-BUILT TOPOGRAPHY. TIlE RIGHT BANK STATION WAS CIll\NGED FROM STATION 7637 TO 7655. REACH LENGTHS WERE ALSO ADJUSTED DUE TO THE ADDITION OF CROSS SECTION 229322 DOWNSTREAM. THE ORIGINAL X3 CARD WAS CIll\NGED TO AN ET CARD AND THE LEFT ENCROACHMENT STATION OF 6770 ON THE X3 CARD WAS CIll\NGED TO STATION 7165 ON TIlE ET CARD TO REPRESENT THE INEFFECTIVE FLOW JU\EA IN THE LEFT OVERBANK CAUSED BY THE BUILDINGS (IMPACTS SOO-YEAR FLOWS ONLY). ..**.......................................................................... .00 4954.5 5475 6700 6825 6875 7060 3.5 .00 1.33 4954.5 5350 4954.5 7380 5580 6700 6850 7380 7796 .00 6250 7365 7469 7588 7655 7715 :.00 , 4954 4958 4945 4940 4960 4941 .00 4958 Ems 4968 4954 4943 4941 4970 i .00 4956 4955 '4949 4941 '4953 '4960 .00 5505 6725 6840 6890 7085 . PlI.GE 4940 .00 6370 4961. 7 6425 6735 6870 7680 . .00 6255 7379 7478 7603 7663 7796 PAGE OLD SECTION 228368 ET 7.1 7.1 7.1 7165 7685 Xl 229477 43 7482 7655 165 160 155 ..00 .00 .00 GR 4960 6345 4958 6360 4954 6370 4954 6390 4956 6395 GR 4956 6495 4958 6745 4958 6865 4960 6880 :4960 6920 GR 4958 6945 4958 6975 4960 6990 4960 7015 [4959 7187 GR 4958 7194 4954 7206 4952 7230 4951 7311 ,4951 7324 GR 4952 7368 4952 7431 4951 7442 4951 7465 [4952 7474 GR 4952 7482 4951 7498 4950 7503 4950 7531 ,4949 7539 . GR 4948 7540 4946 7545 4944 7554 4943 7565 '4942 7577 P:\COREIEC02-03\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCUPROS.doc Page 4 of38 Created on 12/3012005 10:05 AM