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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 /> , <br /> I <br /> EXIOOQ06.0H2 I <br /> OLD SECTION 260918 11000.00 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />Xl 261587 28.00 7040.00 7155.00 920.00 820.00 .00 .00 .00 <br />X3 6250 7200 I <br />GR 5098.0 5000.0 5098.0 5330.0 5096.0 5375.0 I 5094.0 5440.0 5094.0 6000.0 . <br />GR 5095.6 6225.0 5094.0 6395.0 5096.0 6465. 0 I 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 />Xl 262277 28.00 6530.00 6675.00 460.00 820.00 690.00 .00 .00 .00 <br />X3 5750 <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 />NH 5 0.063 5845. 0.035 5960. 0.063 6190. 0.035 6398.1 0.056 <br />NH 7540. <br />Xl 263387 49.00 6190.00 6398.10 800.00 1200.00 1100.00 .00 .00 .00 <br />GR 5130.0 5000.0 5120.0 5080.0 5110.0 5140.0 511 0.0 5270.0 ,5108.0 5610.0 <br />GR 5108.0 5820.0 5105.5 5845. 5102.1 5845.1 5098.4 5860. 5097. 5869. <br />GR 5096.6 5879. 5096.7 5883. 5095.4 5903, 5094.6 5914. 5097. 5926. <br />GR 5099.7 5935. 5102.3 5942. 5103.6 5949. 5107.2 5949.1 5108.0 5960.0 <br />1 <br /> o 9MARO 6 15:41:12 PAGE 35 <br />GR 5107.8 6190.0 5103.0 6190.1 5098.9 6204.0 5098.6 6223 . 0 5098.2 6225.0 <br />GR 5096.7 6253.0 5095.4 6258.0 5095.1 6260.0 5097.5 6281. 0 5095.9 6293.0 <br />GR 5096.2 6295.0 5096.5 6311.0 5096.2 6323.0 5094. 6 6328.0 5094.8 6330.0 <br />GR 5094.9 6355.0 5093.8 6365.0 5093.7 6367. 0 5094.8 6375.0 '5103.2 6398.0 <br />GR 5107.3 6398.1 5108.0 6575.0 5110.0 6785.0 5112.0 6990.0 5114.0 7075.0 <br />GR 5116.0 7135.0 5118.0 7230.0 5120.0 7300.0 5130.0 7540.0 <br /> OLD SECTION 262703 <br /> HIGHWAY 28 <br />SB 1.25 1.56 2.6 0 78. 10. 1201. 6.5 5094.5 5093.6 . <br />NH 5 0.063 5810. 0.035 5914.1 0.063 6040. 0.035 6248.1 0.056 <br />NH 7380. <br />Xl 263422 45.00 6040.00 6248.10 35.00 35.00 35.00 .00 .00 .00 <br />X2 1 5103.7 5106.9 <br />BT 15 5000. 5130. 5080. 5120. 5140. 5110. <br />BT 5270. 5110. 5600. 5108. 5800. 5108. 5830. <br />BT 5109.4 5934. 5109.1 5940. 5108. , 6190. 5107.5 <br />BT 5103.7 6398. 5106.9 5103.1 6570. 5108. 6780. 5110. <br />BT 6985. 5112. 7080. 5114. <br />GR 5130.0 5000.0 5110.0 5140.0 5108.0 5210. 0 5108.0 5575.0 5105.5 5810. <br />GR 5102.1 5810.1 5098.4 5825. 5097. 5834. 5096.6 5844. 5096.7 5848. <br />GR 5095.4 5868. 5094.6 5879. 5097. 5891. 5099.7 5900. 5102.3 5907. <br />GR 5103.6 5914. 5107.2 5914.1 5106.7 6040.0 5102.8 6040.1 5099.1 6075.0 <br />GR 5099.1 6077.0 5099.1 6086.0 5097.0 6089.0 5097.1 6106.5 5097.2 6108.5 <br />GR 5097.6 6141. 0 5097.5 6143.0 5097.4 6158.0 5096.0 6176.0 5096.2 6178.0 <br />GR 5095.3 6196.0 5094.5 6205.0 5094.5 6216. 0 5094.9 6218.0 5102.8 6248.0 <br />GR 5106.2 6248.1 5108.0 6420.0 5108.0 6560.0 5110.0 6680.0 5112.0 6830.0 <br />GR 5114.0 6920.0 5116.0 6990.0 5118.0 7070.0 5120.0 7150.0 5130.0 7380.0 <br /> OLD SECTION 263113 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />NC 0.080 0.064 0.035 0.3 0.5 <br />Xl 263817 21. 00 5055.00 5399.00 430.00 410.00 395.00 .00 .00 .00 <br />X3 5520 <br />GR 5150.0 5000.0 5110.0 5055.0 5104.0 5080.0 5104.0 5140.0 5112.0 5150.0 <br />GR 5106.0 5180.0 5106.0 5245. 0 5112.0 5270.0 5104.8 5290.0 5098.2 5300.0 <br />GR 5099.0 5349.0 5098.3 5383.0 5099.5 5392.0 5101. 0 5398.0 5106.4 5399.0 <br />GR 5108.0 5470.0 5107.0 5655.0 5108.0 5880.0 5110.0 6015.0 5118.0 6120.0 <br />GR 5120.0 6195.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> OLD SECTION 264258 <br /> CROSS SECTION ADDED FROM TOPO MAPPING <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />Xl 264962 19.00 5055.00 5149.00 1000.00 1145.00 1145.00 .00 .00 .00 <br />X3 5972 <br />GR 5160.0 5000 5108.0 5055 5105.0 5067 5102.1 5100 ; 5104.1 5137 <br />GR 5110.0 5149 5109.3 5297 5110.6 5667 5112.0 5883 5114.0 5887 <br />GR 5114.0 5972 5114.8 5984 5114.0 5990 5112.0 5998 ,5110.0 6122 <br />GR 5110.0 6289 5114.0 6313 5116.0 6376 5120.0 6394 <br />1 <br /> 09MAR06 15:41:12 PAGE 36 <br />NC 0.10 0.056 0.035 0.5 0.8 . <br /> OLD SECTION 264493 <br />ENCROACHMENT FOR EFFECTIVE AREA <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXIOOQ06.doe <br /> Page 20 of 49 Created on 3/9/2006 3:42 PM <br />
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