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Entry Properties
Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:03:24 PM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Fort Collins
Stream Name
Cache La Poudre River
Title
Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Appedix G.4
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />EXIOOQ06.0H2 <br /> <br />****************************************************************************** <br />, <br />GEOMETRY FOR THE ROAD OVERTOPPING PROFILE OF LINDEN STREET WAS TRUNCATED <br />DUE TO THE FACT THAT PORTIONS OF THE ROAD ARE NOT HYDRAULICALLY CONNECTED <br />TO THE MAIN CHANNEL WITH THE EXTENSION OF THE LINC DIVIDED FLOW PATH TO ,BEGIN <br />UPSTREAM OF LINDEN STREET. THE GEOMETRY WAS TRUNCATED TO BEGIN AT STATION <br />6660. THE LOW CHORD INFORMATION FOR THE BRIDGE DECK WAS NOT CHANGED. I <br /> <br />BT********;*******;::~*******:;;;*******************:;;;******:;;;~;****i*:;;::; <br /> <br />BT 6926 4962.1 4954.6 7380 4968 I <br />GR 4959 6690 4958 6700 4943 6735 4942 <br />GR 4943 6840 4941 6850 4941 6870 I 4945 <br />GR 4960 7015 4968 7380 4970 7680 <br /> <br />NC 0.083 0.053 0.035 0.3 0.5 <br />****************************************************************************** <br />CROSS SECTION ADDED BY ACE IN AUGUST 2005 AT THE DOWNSTREAM END OF THE I <br /> <br />~~~~~~.~:::~~.;:~~~::.~~:~;.........................................J....... <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 TOITHE <br />MAIN CHANNEL. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 7345.: <br />**********************************************************************j******* <br />ET 7.1 7.1 7.1 I 7345 <br />Xl 229322 23 7567 7675 610 655 I 635 <br />GR 4956.2 7345 4956 7365 4955 7379 4951 <br />GR 4952 7441 4952 7469 4949 7478 4949 <br />GR 4947 7571 4943 7588 4941 7603 4941 <br />GR 4951 7649 4952 7655 4953 7663' 4957 <br />GR 4959 7682 4960 7715 4960 7796 1 <br />**********************************************************************j******* <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 'ITHE <br />MAIN CHANNEL. THE GEOMETRY DATA WAS TRUNCATED TO BEGIN AT STATION 7175. <br />****************************************************************************** <br /> <br />OLD SECTION 228368 <br /> <br />o 9MARO 6 <br /> <br />15:41:12 <br /> <br />7.1 7.1 7.1 7175 <br />229477 30 7482 7655 165 160 155 <br />4959.1 7175 4959 7187 4958 7194 4954 <br />4951 7311 4951 7324 4952 7368 4952 <br />4951 7465 4952 7474 4952 7482 I 4951 <br />4950 7531 4949 7539 4948 7540 4946 <br />4943 7565 4942 7577 4942 7603 4943 <br />4950 7627 4951 7634 4960 7655 4961 <br />****************************************************************************** <br />END MODIFICATIONS BY ACE IN MARCH 2006 FOR THE OXBOW LEVEE PROJECT I <br />LOMR. I <br />****************************************************************************** <br />CROSS SECTION ADDED BY ACE IN AUGUST, 2005 AT THE UPSTREAM END OF THE I <br />REMOVAL ACTION PROJECT REACH. , <br />THIS CROSS SECTION WAS NOT MODIFIED DURING THE OXBOW LEVEE PROJECT I <br />LOMR. <br />***********************************************************************1******* <br /> <br />ET 7.1 7.1 7.1 1130 <br />Xl 229757 18 1196 1337 255 285 280 <br />GR 4965 1000 4964 1016 4959 1045 i 4955 <br />GR 4953 1164 4953 1196 4952 1200 I 4947 <br />GR 4945 1263 4946 1292 4948 1298 4951 <br /> <br />GR*****~:~e*******:::~*******;:~:*******;:::********;:~:********::~:*****~****** <br /> <br />CROSS SECTION MODIFIED BY ACE IN AUGUST 2005 DURING THE REMOVAL ACTION I <br />PROJECT LOMR. <br />THIS CROSS SECTION WAS NOT MODIFIED DURING THE OXBOW LEVEE PROJECT <br />LOMR. <br /> <br />;~~*~~~;;*;~~~;;~~;;~*;;~~*;;;*;~~;*~~~*~*;~~~;;*;;~;*~~~***1******* <br /> <br />ACTION LOMR. <br />~~~*;;~;;~~*;;;;;;*****************************************************j****** <br /> <br />ET <br />Xl <br />GR <br />GR <br />GR <br />GR <br />GR <br />GR <br /> <br />NC <br />Xl 229997 20.00 <br />X3 10 <br />GR 4962.2 8170.1 <br />GR 4943.4 8234.0 <br />GR 4943.9 8288.0 <br />GR 4953.9 8340.0 <br />OLD SECTION 228888 <br />BURLINGTON NORTHERN <br /> <br />0.3 <br />8361.10 <br />8170.1 <br />8208.0 <br />8247.0 <br />8304.0 <br />8361. <br /> <br />4952.1 <br />4941. 8 <br />4950.6 <br />4968. 9 <br /> <br />0.5 <br />235 <br /> <br />8170.10 <br /> <br />215 <br />8361.1 <br />8210.0 <br />8249.0 <br />8320.0 <br />8361.1 <br /> <br />4950.1 <br />,4946.2 <br />14951.1 <br />4968.0 <br /> <br />4952.4 <br />4942.3 <br />4946.0 <br />4960.9 <br /> <br />SB <br />Xl <br />X2 <br />X3 <br />BT <br />BT <br />BT <br />BT <br />1 <br /> <br />1.25 <br />230017 <br /> <br />53. <br />20.00 <br />4964. <br /> <br />2803. <br />20.00 <br /> <br />4. <br />20.00 <br /> <br />1.56 <br />24.00 <br /> <br />2.6 <br />8130.00 <br />1 <br /> <br />8342.10 <br />4964.4 <br />8130. <br /> <br />8342.1 <br />4964. <br /> <br />10 <br />17 <br />6660. <br />4956. <br /> <br />4966. <br /> <br />6015. <br />4960. <br /> <br />7150. <br />4958. <br /> <br />5180. <br />4960. <br /> <br />7100. <br />4956. <br /> <br />7195. <br />4966. <br /> <br />7190. <br />4964. <br /> <br />8105. <br /> <br />7675. <br /> <br />o 9MARO 6 <br /> <br />15:41:12 <br /> <br />7796 <br />.00 <br />7206 <br />7431 <br />7498 <br />7545 <br />7606 <br />7680 <br /> <br />1373 <br />.00 <br />1091 <br />1209 <br />1304 <br /> <br />240 <br /> <br />8216.0 <br />8278.0 <br />8325.0 <br />8376.0 <br /> <br />3.75 <br />.00 <br /> <br />6240. <br />4958. <br /> <br />8130. <br /> <br />6818 <br /> <br />4962.4 <br /> <br />6740 <br />6890 <br /> <br />4942 <br />4959 <br /> <br />7796 <br />.00 <br />7395 <br />7542 <br />7626 <br />7673 <br /> <br />.00 <br />4951 <br />4948 <br />4944 <br />4958 <br /> <br />.00 <br />4952 <br />4951 <br />4950 <br />4944 <br />4950 <br />4962 <br /> <br />.00 <br />4955 <br />4946 <br />4951 <br /> <br />.00 <br /> <br />4946.0 <br />4944 . 0 <br />4951. 7 <br />4970.0 <br /> <br />4942.6 <br />, .00 <br /> <br />4962. <br /> <br />7660. <br />4967.6 <br /> <br />4964.4 <br /> <br />4967.8 <br /> <br />I 8510. <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXI 00Q06.doe <br /> <br />BT <br /> <br />8342. <br /> <br />4968.9 <br /> <br />8342.1 <br /> <br />Page 12 of 49 <br /> <br />4968. <br /> <br />4954 .9 <br /> <br />. <br /> <br />6750 <br />6925 <br /> <br />.00 <br />7424 <br />7567 <br />7632 <br />7675 <br /> <br />PAGE 21 <br /> <br />.00 <br />7230 <br />7442 <br />7503 <br />7554 <br />7620 <br />7796 <br /> <br />. <br /> <br />.00 <br />1158 <br />1219 <br />1319 <br /> <br />.00 <br /> <br />.00 <br /> <br />8219.0 <br />8286.0 <br />8327.0 <br />8730.0 <br /> <br />4941. 8 <br />.00 <br /> <br />7165. <br />4958. <br />4963.1 <br /> <br />PAGE <br /> <br />22 <br /> <br />. <br /> <br />8710. <br /> <br />Created on 3/9/2006 3:42 PM <br />
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