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FLOOD10377 (2)
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FLOOD10377 (2)
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Entry Properties
Last modified
11/23/2009 12:41:15 PM
Creation date
7/18/2007 5:24:10 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. - Table of Contents and Appendix G.1
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 />NC 0.098 0.060 0.035 0.3 0.5 <br /> OLD SECTION 254728 . <br />Xl 255497 26.00 8065.00 8260.00 1100.00 1145.00 1270.00 .00 .00 .00 <br />GR 5078.0 5000.0 5070.0 5640.0 5070.0 5855.0 5068.0 6040.0 5066.0 6380.0 <br />GR 5066.0 7100.0 5068.0 7130.0 5066. 0 7175.0 5066.0 7320.0 5064.0 7410.0 <br />GR 5064.0 8065.0 5062.0 8105.0 5059.1 8115.0 5054'.9 8125.0 5054.3 8159.0 <br />GR 5055.0 8227.0 5062.6 8241. 0 5066.0 8260. 0 5066.0 8860.0 50680'0 8990.0 <br />GR 5068.0 9010.0 5066.0 9045.0 5066.0 9420.0 5068. 0 9540.0 5070.,0 9675.0 <br />GR 5080.0 9710.0 <br />NC 0.080 0.060 0.035 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> OLD SECTION 256038 <br />Xl 256817 24.00 8020.00 8185.00 1400.00 1270.00 1320.00 .00 .00 .00 <br />X3 7100 <br />GR 5075.4 6615.0 5070.0 6695.0 5070.0 6840.0 5068.0 7295.0 5068.0 7470.0 <br />GR 5066.0 7550.0 5066.0 7735.0 5068 . 0 7810.0 506~.4 8020.0 5064.1 8023.0 <br />GR 5060.8 8030.0 5058.6 8048.0 5060.7 8060.0 5063.6 8121. 0 5062.7 8161.0 <br />GR 5065.2 8180.0 5069.5 8180.1 5072.0 8185.0 5072.0 8630.0 5074 :0 8635.0 <br />GR 5074.0 8650.0 5072 . 0 8665.0 5072.0 9025.0 5090.0 9135.0 I <br />NC 0.098 0.104 0.035 '" "I" <br /> DUPLICATE OF 257877, STREAM BED LOWERED TO 5067.0 <br />Xl 257872 25.00 7160.00 7296.10 1095.00 795.00 .00 .00 .00 <br />X3 5850 7565 <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 5110.'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 I <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 72 68.0 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 />1 <br /> 10/16/93 19:40:25 PAGE 17 <br /> DUPLICATE OF SECTION 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 5050.0 511 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 5071. 0 7171.1 5071. 0 72 68.0 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 />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 '100 .00 .00 .00 <br />X3 7300 8555 <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 5076.0 8025.0 5076.0 8090.0 <br />GR 5080.0 8100.0 5080.0 8145.0 5079.5 8150.0 5079.3 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 5090.0 8715.0 5130.0 8785.0 <br />QT 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 '100 .00 .00 .00 <br />X3 6755 5091.1 <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 6830.0 508:l.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 I <br />NH 5 0.073 6755. 0.035 6800. 0.073 7040. 0.035 7155. 0.080 <br />NH 7645. 1000to <br />OLD SECTION 260918 <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 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 /> 10 <br />
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