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Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:06:08 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.2
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 /> DEUQ06.0H2 <br />GR 5065.2 8180.0 5069.5 8180.1 5072.0 8185.0 T:: 8630.0 5074.0 8635.0 <br />GR 5074.0 8650.0 5072.0 8665.0 5072.0 9025.0 9135.0 <br />NC 0.098 0.104 0.035 <br /> DUPLICATE OF 257877, STREAM BED LOWERED TO 5067.0 <br />Xl 257872 25.00 7160.00 7296.10 1095.00 795.00 1055.00 .00 ,.00 .00 . <br />X3 5850 7565 I <br />GR 5140.0 5000.0 5120.0 5050.0 5110.0 5130.0 5090.0 5175.0 5080.0 5240.0 <br />GR 5080.0 5305.0 5078.0 5335.0 5076.0 5435.0 5076.0 6105.0 5074.0 6255.0 <br />GR 5074.0 6880.0 5075.0 7020.0 5080.2 7160.0 5074 .2 7160.1 5074 . 3 7171.0 <br />GR 5067.0 7171.1 5067 . 0 7268.0 5074.2 72 68 .1 5074.4 7296.0 5080.8 7296.1 <br />GR 5080.0 7360.0 5082.0 7410.0 5084.0 7470.0 5090.0 7500.0 511'0.0 7565.0 <br /> OLD SECTION 257138 <br /> DIVERSION DAM -LITTLE CACHE LA POUDRE DITCH- <br /> ENCROACHMENTS FOR EFFECTIVE AREA <br />Xl 257877 25.00 7160.00 7296.10 5.00 5.00 5.00 .00 .00 .00 <br />X3 5850 7565 <br />GR 5140.0 5000.0 5120.0 5050.0 511 0.0 5130.0 5090.0 5175.0 5080.0 5240.0 <br />GR 5080.0 5305.0 5078.0 5335.0 5076.0 5435.0 5076.0 6105.0 5074 . 0 6255.0 <br />GR 5074.0 6880.0 5075.0 7020.0 5080.2 7160.0 5074 .2 7160.1 5074.3 7171.0 <br />GR 5073.7 7171.1 5073.7 7268.0 5074.2 7268.1 5074.4 7296.0 5080.8 7296.1 <br />GR 5080.0 7360.0 5082.0 7410.0 5084.0 7470.0 5090.0 7500.0 51~0. 0 7565.0 <br />1 <br /> 06FEB06 09:17:31 PAGE 17 <br /> DUPLICATE OF SECT ION 257877, STREAM BED LOWERED TO 5071.0 <br />Xl 257882 25.00 7160.00 7296.10 5.00 5.00 5.00 .00 .00 .00 <br />X3 5850 7565 <br />GR 5140.0 5000.0 5120.0 5050.0 5110.0 5130.0 5090.0 517 5.0 5080.0 5240.0 <br />GR 5080.0 5305.0 5078.0 5335.0 5076.0 5435.0 5076.0 6105.0 5074.0 6255.0 <br />GR 5074.0 6880.0 5075.0 7020.0 5080.2 7160.0 5074.2 7160. 1 5074.3 7171.0 <br />GR 5071. 0 7171.1 5071. 0 7268.0 5074.2 72 68.1 5074.4 7296.0 5080.8 7296.1 <br />GR 5080.0 7360.0 5082.0 7410.0 5084.0 7470.0 5090.0 7500.0 5110.0 7565. 0 <br /> I I <br />NC 0.098 0.080 0.035 <br /> ENCROACHMENTS FOR EFFECTIVE AREA <br /> OLD SECTION 258288 <br />Xl 259047 25.00 8010.00 8277.00 1000.00 1170.00 1165.00 .00 I .00 .00 <br />X3 7300 8555 I <br />GR 5092.0 6035.0 5092.0 6075.0 5088.0 6095.0 5086.0 6180.0 5084.0 6220.0 <br />GR 5082.0 6300.0 5080.0 6820.0 5082.0 8010.0 5'076.0 8025.0 50,76.0 8090.0 <br />GR 5080.0 8100.0 5080.0 8145.0 5079.5 8150.0 5p79.3 8167.0 5074.0 8203.0 <br />GR 5075.4 8226.0 5078.8 8237.0 5079.2 8276.0 5080.3 8277 . 0 5080.0 8445.0 <br />GR 5080.0 8545.0 5082.0 8555.0 5082.0 8700.0 I 8715.0 5130.0 8785.0 <br /> 5090.0 <br /> I <br />QT 3 6400 11000 14700 <br /> LEFT BANK ENCROACHMENT FOR EFFECTIVE AREA . <br /> OLD SECTION 259838 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />NC 0.060 0.080 0.035 <br />Xl 260587 27.00 6830.00 7160.00 1360.00 1260.00 1540.00 .00 .00 .00 <br />X3 6755 5091.1 I I <br />GR 5096.0 5000.0 5094.0 5015.0 5094.0 5130.0 5092.0 5365.0 5090.0 5395.0 <br />GR 5089.5 5400. 5089.5 6605. 5090. 6610. 5090.0 6755.0 5086.0 6765.0 <br />GR 5086.0 6805.0 5088.0 6825.0 5087.9 6830.0 5083.5 6840.0 5083.3 6881. 0 <br />GR 5082.6 6920.0 5083.8 6959.0 5087.4 6968.0 5086.0 7140.0 5088.0 7160.0 <br />GR 5088.0 7480.0 5090.0 7745.0 5092.0 7770.0 5090.0 7790.0 5090.0 7910.0 <br />GR 5100.0 8275.0 5120.0 8420.0 <br />NH 5 0.073 6755. 0.035 6800. 0.073 7040. 0.035 7155. 0.080 <br />NH 7645. <br /> OLD SECTION 260918 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />Xl 261587 28.00 7040.00 7155.00 920.00 820.00 1000.00 .00 .00 .00 <br />X3 6250 7200 I <br />GR 5098.0 5000.0 5098.0 5330.0 5096.0 5375.0 5094.0 5440.0 5094 . 0 6000.0 <br />GR 5095.6 6225.0 5094.0 6395.0 5096.0 6465.0 5096.0 6495.0 5094.0 6510.0 <br />GR 5092.0 6545.0 5092 . 0 6755.0 5090.0 6760.0 5089.0 6765.0 5089.0 6795.0 <br />GR 5090.0 6800.0 5092.0 6810.0 5090.2 6885.0 5092.0 7025.0 5094.0 7040.0 <br />GR 5093.1 7080.0 5087.4 7080.1 5087.3 7112.0 5087.3 7144.0 5093.3 7144.1 <br />GR 5094.0 7155.0 5096.0 7640. 0 5098. 7645. <br />NC 0.3 0.5 <br />NH 5 0.063 6185. 0.035 6280. 0.063 6530. 0.035 6675. 0.056 <br />NH 6980. <br /> OLD SECTION 261578 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> 06FEB06 09:17:31 PAGE 18 <br />Xl 262277 28.00 6530.00 6675.00 460.00 820.00 690.00 .00 .00 .00 <br />X3 5750 I <br />GR 5110.0 5000.0 5104.0 5160.0 5102.0 5325.0 5100.0 5330.0 5100.0 5345.0 <br />GR 5102.0 5350.0 5100.0 5380.0 5098.0 5410.0 5096.0 5475.0 5096.0 6000.0 <br />GR 5098.0 6010.0 5096.0 6025.0 5096.0 6185.0 5094.0 6190.0 5094.0 6235.0 <br />GR 5096.0 6280.0 5096.0 6490.0 5098.0 6530.0 5097.0 6555.0 5091. 5 6555.1 <br />GR 5091. 9 6600.0 5092.5 6645.0 5097.5 6645.1 5098.0 6675.0 5098.0 6900.0 <br />GR 5100.0 6950.0 5102.0 6960.0 5103.0 6980.0 <br />DUPLICATE OF 262277 <br />Xl 262287 .00 .00 .00 10.00 10.00 10.00 .00 .00 .00 <br />X3 5750 . <br />OLD SECTION 262668 <br />P:\COFC2003\10 _ Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> Page 10 of65 Created on 2/6/2006 9: 19 AM <br />
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