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FLOOD10377 (2)
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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 />X2 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 />BT 4988. 8560. 4988. 8650. 4990. <br />GR 4996.0 5000.0 4994.0 5015.0 4992.0 5220.0 49901.0 5375.0 4988.0 6035.0 <br />GR 4988.0 6805.0 4990.0 6980.0 4990.0 7225.0 49881.0 7355.0 4988.0 7575.0 <br />GR 4993.6 7715.0 4974.6 7715.1 4972.3 7745.0 49751.4 7774.0 4975.1 7776.0 <br />GR 4973.2 7791. 0 4973.8 7802.0 4981. 2 7823.0 49821.2 7832.0 4993.2 7832.1 <br />GR 4988.0 7935.0 4986.0 8295.0 4988.0 8630.0 49901.0 8655.0 4992.0 8715.0 <br />GR 4994.0 8865.0 4996.0 9265.0 0.0 0.0 01.0 0.0 0.'0 0.0 <br />NC 0.050 0.049 0.035 0.3 0.5 I <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 49713 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 />1 <br /> 10/16/93 19:40:25 PAGE 10 <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 I <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 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 />Xl 240157 26.00 9345.00 9492.00 975.00 1085.00 1200.00 .00 .00 .00 <br />X3 9345 I <br />X4 2 4994 8840 4994 9270 <br />GR 5005. 4300. 5002.0 5350.0 5000.0 6250.0 5000. 7430. 5000.0 77 55.0 <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 />GR 4994.0 9855.0 4998.0 9880.0 5000.0 10380.0 5000.0 10850.0 5001.0 10930.0 <br />GR 5110. 11280. <br />NC 0.048 0.050 0.035 0.3 0.5 <br />QT 3 5700 10500 14100 <br /> OLD SECTION 240113 <br />Xl 241237 34.00 8795.00 8878.10 950.00 920.00 1080.00 .00 .00 .00 <br />X3 7580 8878.1 I <br />GR 5015. 3830. 5010. 3930. 5006. 5820. 5005. 6250. 5004. 6650. <br />GR 5003. 7000. 5004. 7175. 5003.5 7580. 5001. 7705. 5002.0 7925.0 <br />GR 5000.0 7945.0 4998.0 7965.0 5000.0 8015.0 5002.0 8700.0 5003.0 8795.0 <br />GR 4989.6 8795.1 4988.0 8828.0 4987.9 8848.0 4988.0 8878.0 5002'.9 8878.1 <br />GR 5004. 8945. 5000. 9025. 5000. 9620. 5002. 9625. 5004. 9680. <br />GR 5004.0 9850.0 5003.3 10040.0 5004.0 10305.0 5004.0 10630.0 5003.0 10750.0 <br />GR 5004.0 10975.0 5004.0 11105.0 5006.0 11135.0 500B.0 11150.0 <br /> OLD SECTION 240133 <br /> GRAVEL PIT BRIDGE <br /> 10/16/93 19:40:25 PAGE 11 <br />SB 1.25 1.56 2.6 83. 1. 960. 4987.9 4987.9 <br />Xl 241267 34.00 8795.00 8878.10 30.00 30.00 301.00 .00 .00 .00 <br />X2 1 4999.3 5002. I <br />X3 7580 8878 .1 <br />BT 6 7590 5003.5 7605 5002.5 7925 5002.5 <br />BT 8700 5002.5 8795 5003 4999.3 8878.1 5002.9 4999.3 . <br />GR 5015. 3830. 5010. 3930. 5006. 5820. 5005. 6250. 5004. 6650. <br />GR 5003. 7000. 5004. 7175. 5003.5 7580. 5001. 7705. 5002.0 7925.0 <br /> 6 <br />
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