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Entry Properties
Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:04:31 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. - Appendix G.3
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 />eElOOQ06.0H2 <br /> <br />PROJECT LOMR 0 <br />THIS, CROSS SECTION WAS NOT MODIFIED DURING THE OXBOW LEVEE PROJECT <br />LOMRo <br /> <br />****************************************************************************** <br />END CHANGES INCORPORATED FROM THE 2005 CACHE LA POUDRE RIVER REMOVAL 1 <br />ACTION LOMRo <br />****************************************************************************** <br /> <br />. <br /> <br /> OLD SECTION 228868 <br />NC 0.3 0.5 <br />Xl 229997 20.00 8170.10 8361.10 235 215 240 .00 .00 .00 <br />X3 10 8170.1 8361.1 <br />GR 4962.2 8170.1 4952.4 8208.0 4952.1 8210.0 4950.1 8216. 0 4946.0 8219.0 <br />GR 4943.4 823400 4942.3 8247.0 4941. 8 8249.0 4946.2 827800 4944.0 8286.0 <br />GR 494309 828800 4946.0 8304.0 495006 8320.0 4951.1 8325.0 4951. 7 8327.0 <br />GR 4953.9 8340.0 496009 83610 4968.9 836101 4968.0 8376.0 4970.0 8730.0 <br /> OLD SECTION 228888 <br /> BURLINGTON NORTHERN <br />sB 1.25 1.56 2.6 53. 4. 28030 3075 494206 4941. 8 <br />Xl 230017 24.00 8130000 8342.10 20000 20000 20.00 .00 .00 .00 <br />X2 1 4964.4 4964. <br />X3 10 8130. 8342.1 <br />BT 17 5180. 4966. 60150 4964. 62400 :49620 <br />BT 6660. 4960. 7100. 4960. 71500 4958. 71650 <br />BT 4956. 71900 49560 7195. 49580 ,7660. 49580 <br />BT 76750 4964. 8105. 49660 8130. 4'96706 4963.1 <br />BT 8342. 4968.9 4964.4 8342.1 4967.8 85100 4968. 87100 <br />BT 4970. <br />GR 4960.0 7100.0 4958.0 715000 495800 7660.0 14964.0 76750 0 4966.0 8105.0 <br />GR 4967.6 813000 495904 8130.1 495704 8148.0 14953.2 8167.0 4'952.5 8169.0 <br />GR 4951. 3 8174.0 4942.6 8199.0 4943.5 820500 14943.8 8207.0 4'94407 8226.0 <br />GR 4945.0 824400 4945.3 824600 4945.8 8266.0 14948.9 8282.0 494907 8284.0 <br />GR 4960.8 834200 496708 834201 496800 8510.0 1497000 8710.0 <br />NC 0.3 005 <br /> ****************************************************************************** <br /> BEGIN CHANGES INCORPORATED FROM THE 2001 POWER PLANT DROP STRUCTURE/BOAT 1 <br /> CHUTE LOMR. <br /> ****************************************************************************** <br /> <br />NEW CROSS SECTION INSERTED FOR PROPOSED BOAT CHUTE <br />SECTION LOCATED APPROX. 175' UPSTREAM OF BURLINGTON NORTHERN RR <br /> <br />09MAR06 <br /> <br />15:31:55 <br /> <br />Xl 230193 38.00 8189.0 8314.0 230000 <br />X3 7440 <br />GR 496400 599000 496200 660000 496000 <br />GR 4958.0 7670.0 4956.0 7910:0 4956.0 <br />GR 4959.0 818900 4957.0 8193.0 4956.0 <br />GR 4954.0 8206.0 4953.0 8208.5 495000 <br />GR 4946.0 8230.0 4945.0 8250.0 4945.0 <br />GR 4948.0 8287.0 4949.0 8289.0 4950.0 <br />GR 4954.0 829805 495500 8301.0 495600 <br />GR 4959.0 8314.0 496000 8331.0 4968.0 <br />NEW CROSS SECTION INSERTED FOR PROPOSED BOAT CHUTE <br />SECTION LOCATED ACROSS CENTER OF BOAT CHUTE SILL <br /> <br />130000 <br /> <br />7275.0 <br />811500 <br />819505 <br />8214.5 <br />8261. 0 <br />8290.5 <br />8303.5 <br />8375.0 <br /> <br />Xl 230355 <br />X3 <br />GR 496400 <br />GR 4958.5 <br />GR 4958.0 <br />GR 4952.3 <br />GR 4952.3 <br />GR 495800 <br />GR 4963.0 <br /> <br />32000 <br /> <br />815800 <br /> <br />828208 <br />7500 <br />6960.0 <br />7650.0 <br />816800 <br />8215.7 <br />8238.7 <br />8284.8 <br />8313.3 <br /> <br />217.00 <br /> <br />157.00 <br /> <br />652000 <br />752000 <br />815800 <br />821207 <br />8238.7 <br />8282.8 <br />8304.3 <br /> <br />4962.0 <br />4958.0 <br />495300 <br />4952.3 <br />4955.0 <br />4959.0 <br />4966.0 <br /> <br />4960.0 <br />495600 <br />495300 <br />4951. 5 <br />4955.0 <br />496000 <br /> <br />7340.0 <br />7955.0 <br />8206.7 <br />8215.7 <br />8244.7 <br />8287.8 <br /> <br />NC <br />OLD SECTION 229328 <br />DIVERSION DAM <br />ENCROACHMENT FOR EFFECTIVE AREA <br /> <br />0.3 <br /> <br />0.5 <br /> <br />4968.0 <br />4962.0 <br />4955.5 <br />4955.6 <br />4962.9 <br />4972.0 <br /> <br />5240.0 <br />6900.0 <br />821100 <br />823701 <br />8285.1 <br />8440.0 <br /> <br />4968.0 <br />4960.0 <br />4956.7 <br />4955.6 <br />4964.0 <br /> <br />Xl <br />X3 <br /> <br />230472 <br /> <br />5.00 <br /> <br />.00 <br /> <br />000 <br /> <br />.00 <br />7480 <br /> <br />5.00 <br /> <br />176.00 <br />1 <br />4960.0 <br />495800 <br />4956.0 <br />4949.0 <br />4946.0 <br />4951. 0 <br /> <br />j"" <br /> <br /> <br />162.00 <br />1 <br />496000 <br />4956.0 <br />4955.0 <br />,4951. 5 ' <br />4953.0 <br />4961. 0 <br /> <br />5.00 <br /> <br />7410.0 <br />817500 <br />819800 <br />8218.5 <br />8282.0 <br />8292 0 0 <br />830605 <br /> <br />7440.0 <br />8065.0 <br />8206.7 <br />8235.7 <br />8244.7 <br />829208 <br /> <br />6580.0 <br />8145.0 <br />8230.0 <br />8248.0 <br />834000 <br /> <br />000 <br /> <br />.00 <br /> <br />4958.0 <br />4959.0 <br />495500 <br />4947.0 <br />4947.0 <br />4953 0 0 <br />4958.0 <br /> <br />PAGE 21 <br /> <br />.00 <br /> <br />7440.0 <br />8177.5 <br />8202.5 <br />8222.5 <br />8286.0 <br />8296.0 <br />8309.0 <br /> <br />. <br /> <br />.00 <br /> <br />i .00 <br />, <br />495800 <br />4958.0 <br />4955.0 <br />4952.3 <br />4953.0 <br />4962.0 <br /> <br />.00 <br /> <br />7480.0 <br />8145.0 <br />8212.7 <br />,8235.7 <br />8272.8 <br />829608 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />4963.4 <br />4955.5 <br />4956.6 <br />495506 <br />4970.0 <br /> <br />.00 <br /> <br />6675.0 <br />8145.1 <br />8237.0 <br />8285.0 <br />8375.0 <br /> <br />.00 <br /> <br />.00 <br /> <br />NC 0.083 0.104 0.3 0.5 <br />OLD SECTION 229678 <br />:~ 2308~~ 37.00 7670.00 8060.00 520.00 340.00 3r5.00 49~:~ j9~:~ .00 <br /> <br />GR 4974.0 5000.0 4972.0 5245.0 4970.0 5520.0 496800 5845.0 4968.0 6050.0 <br />GR 4966.0 6300.0 4964.0 6780.0 4962.0 7155.0 496400 7600.0 4964.0 7670.0 <br />GR 4962.0 7720.0 4959.8 7730.0 4958.3 7755.0 4'954.3 7765.0 495404 7770.0 <br />GR 495405 778000 4955.6 7789.0 4956.5 7791.0 4~57.3 7807.0 4954.2 7829.0 <br />GR 4952.7 7839.0 4953.4 7849.0 4954.1 7851.0 4954.4 7860.0 4953.6 7887.0 <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA MOdel~\CoIIected Effective Modeis\CEIOOQ06.doc <br /> <br />Page 12 of 49 <br /> <br />. <br /> <br />Created on 3/9/2006 3:33 PM <br />
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