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Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:02:09 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.5
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 /> RClOOQ06,OH2 <br /> GR 4971. 4 8561. 0 4965.9 8620.0 4966.5 8628. 0 4978.5 8650.0 4979.5 8785.0 <br /> GR 4980.0 9075.0 4988.0 9100.0 4986.0 9120.0 4986.0 9660.0 4988.0 9690.0 <br /> GR 4998.0 9780.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />. NC 0.057 0.068 0.035 <br /> OLD SECTION 236063 <br />Xl 237147 25.00 7900.00 8027.00 950.00 1050.00 1200.00 .00 .00 .00 <br />! X3 8200 <br />GR 4994.0 5065.0 4990.0 5085.0 4988.0 5740.0 4986.0 5915.0 4988.0 6120.0 <br /> GR 4986.0 6390.0 4986.0 7150.0 4986.0 7170.0 4986.0 7215.0 4986.0 7325.0 <br /> GR 4986.0 7900.0 4980.0 7915.0 4973.6 7929.0 4971.9 7973.0 4971. 8 7992.0 <br /> GR 4972 . 6 8008.0 4983.9 8027.0 4984.0 8080.0 4982.0 8685. 4982. 8765. <br /> GR 4984.0 8800.0 4992 . 0 8850.0 4994.0 8880.0 4996.0 9335.0 4998.0 9440. 0 <br /> OLD SECTION 236393 <br /> NC 0.3 0.5 <br /> Xl 237497 27.00 7700.00 7820.10 370.00 300.00 350.00 .00 .00 .00 <br /> X3 10 <br /> GR 4996.0 5000.0 4992.0 5025.0 4990. 0 5260.0 4990.0 5970.0 4988.0 6245.0 <br /> GR 4990.0 6745.0 4988.0 7260.0 4988.0 7620. 0 4993.5 7700.0 4981.5 7700.1 <br /> GR 4974.4 7716.0 4971.8 7747.0 4973.0 7759.0 4975.3 7762.0 4975.9 7766.0 <br /> GR 4972.0 7790.0 4972.4 7796.0 4982.0 7809.0 4982.3 7820.0 4993.3 7820.1 <br /> GR 4988.0 7850.0 4986.0 8260.0 4986.0 8570.0 4988.0 8630.0 4992.0 8655.0 <br /> GR 4994.0 8810.0 4996.0 9225.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> OLD SECTION 236433 <br /> SHIELDS STREET <br /> SB 0.90 1.56 2.6 0 78. 2.7 1844. 1. 4972 . 3 4971. 8 <br /> Xl 237537 27.00 7715.00 7832.10 40.00 40.00 40.00 .00 .00 .00 <br /> X2 1 4990.6 4988. 1.33 <br /> X3 10 <br /> BT 9 5000. 4996. 5260. 4992. 6060. 4990. <br /> BT 6760. 4990. 7700. 4993.5 4990.6 7820. 4993.5 4990.6 7950. <br /> 1 <br /> 09MAR06 16:05:36 PAGE 26 <br /> BT 4988. 8560. 4988. 8650. 4990. <br /> GR 4996.0 5000.0 4994.0 5015.0 4992.0 5220.0 4990.0 5375.0 4988.0 6035.0 <br /> GR 4988.0 6805.0 4990.0 6980.0 4990.0 7225.0 4988.0 7355.0 4988.0 7575.0 <br /> GR 4993.6 7715.0 4974.6 7715.1 4972.3 7745.0 4975.4 7774.0 4975.1 7776.0 <br /> GR 4973.2 7791.0 4973.8 7802.0 4981. 2 7823.0 4982.2 7832.0 4993.2 7832,1 <br /> GR 4988.0 7935.0 4986.0 8295.0 4988.0 8630.0 4990.0 8655.0 4992.0 8715.0 <br /> GR 4994.0 8865.0 4996.0 9265.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> NC 0.050 0.049 0.035 0.3 0.5 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> OLD SECTION 237053 <br /> Xl 238157 38.00 8020.00 8235.00 580.00 800.00 620.00 .00 .00 .00 <br />. X3 7685 <br />GR 4996.0 5000.0 4996.0 5600.0 4992.0 5615.0 4992.0 5655.0 4996.0 5675.0 <br />GR 4994.0 5684.0 4992.0 5970.0 4990.0 6030.0 4990.0 6655.0 4988.0 6745.0 <br /> GR 4989.5 7160.0 4988.0 7280. 4988. 7520. 4990.0 7620. 0 4990.0 7685.0 <br /> GR 4988.0 7745.0 4988.0 7930.0 4986.0 7970.0 4982.0 7980.0 4982.0 8020.0 <br /> GR 4979.9 8040. 0 4977.5 8046.0 4977.5 8071. 0 4976.3 8118.0 4976.0 8164.0 <br /> GR 4975.3 8180.0 4976.4 8185.0 4979.0 8192.0 4978.4 8212.0 4988.8 8235.0 <br /> GR 4989.0 8310.0 4988.0 8540.0 4988.0 8720.0 4990.0 8925.0 4992.0 9180.0 <br /> GR 4994.0 9310.0 4996.0 9330.0 5006.0 9365.0 <br /> NC 0.050 0.049 0.035 0.3 0.5 <br /> DUPLICATE OF 238957, STREAMBED LOWERED TO 4982.0 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> Xl 238952 28.00 9090.00 9240.00 600.00 820.00 795.00 .00 .00 .00 <br /> X3 9090 <br /> GR 5000.0 5000.0 4998,0 5175.0 4998.0 5850.0 4996.0 6090.0 4996.0 6910.0 <br /> GR 4996.0 7000.0 4994.0 7355.0 4992.0 7410.0 4990.0 7420.0 4990.0 7790.0 <br /> GR 4992.0 7930.0 4992.0 8425.0 4990.0 8455.0 4990.0 9040.0 4997.6 9090.0 <br /> GR 4977.6 9090.1 4977.6 9204.0 4987.8 9204.1 4988.0 9225.0 4990.0 9232.0 <br /> GR 4993.0 9240.0 4990.0 9270.0 4990.0 9370.0 4992.0 9385.0 4994.0 9640.0 <br /> GR 4994.0 10430.0 4996.0 10520.0 5006.0 10630.0 <br /> DIVERSION DAM -JOSH AMES DITCH- <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> OLD SECTION 237853 <br /> Xl 238957 28.00 9090.00 9240.00 5.00 5.00 5.00 .00 .00 .00 <br /> X3 9090 <br /> GR 5000.0 5000.0 4998.0 517 5.0 4998.0 5850 . 0 4996.0 6090.0 4996.0 6910.0 <br /> GR 4996.0 7000.0 4994.0 7355.0 4992.0 7410.0 4990.0 7420.0 4990.0 7790.0 <br /> GR 4992.0 7930.0 4992.0 8425.0 4990.0 8455.0 4990.0 9040.0 4997.6 9090.0 <br /> GR 4985.0 9090.1 4985.0 9204.0 4987.8 9204.1 4988.0 9225.0 4990.0 9232 . 0 <br /> GR 4993.0 9240.0 4990.0 9270.0 4990.0 9370.0 4992.0 9385.0 4994.0 9640.0 <br /> GR 4994.0 10430.0 4996.0 10520.0 5006.0 10630.0 <br /> NC 0.064 0.060 0.035 <br /> OLD SECTION 239033 <br /> CROSS SECTION MODIFIED <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> o 9MARO 6 16:05:36 PAGE 27 <br /> Xl 240157 26.00 9345.00 9492.00 975.00 1085.00 1200.00 .00 .00 .00 <br /> X3 9345 <br /> x4 2 4994 8840 4994 9270 <br />. GR 5005. 4300. 5002.0 5350.0 5000.0 6250.0 5000. 7430. 5000.0 7755.0 <br />GR 4999.0 7865.0 4999. 8020. 4998.0 8175,0 4996.0 8460.0 4994.0 8465 <br />GR 5000.0 9310.0 5000.9 9345.0 4999.9 9350.0 4985.8 9406.0 4984.4 9445.0 <br /> GR 4985.3 9468.0 4993.6 9490.0 4996.5 9492.0 4996.0 9615.0 4994.0 9770.0 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RClOOQ06.doc <br /> Page 15 of49 Created on 3/9/2006 4:06 PM <br />
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