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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 /> RCUPR05.0H2 <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> Xl 238952 28.00 9090.00 9240.00 600.00 820.00 795.00 .00 !OO .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 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 OAM -JOSH AMES OITCH- <br /> ENCROACHMENT FOR EFFECTIVE AREA <br /> OLD SECTION 237853 <br />1 <br /> 30DEC05 10:03:55 PAGE 13 <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 49'90.0 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 I <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 />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 5008.0 11150.0 . <br /> OLD SECTION 240133 1960. <br /> GRAVEL PIT BRIDGE <br />SB 1.25 1.56 2.6 83. 1. 4987.9 4987.9 <br />Xl 241267 34.00 8795.00 8878.10 30.00 30.00 30.00 .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 />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 5008 . 0 11150.0 <br />1 <br /> 30DEC05 10:03:55 PAGE 14 <br />NC 0.3 0.7 <br /> DUPLICATE OF 241237 <br />Xl 241567 34.00 8795.00 8878.10 300.00 300.00 300.00 .00 2.00 .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 5:002.0 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. 5'004. 9680. <br />GR 5004.0 9850.0 5003.3 10040.0 5004.0 10305.0 5;004.0 .10630.0 5003.0 10750.0 <br />GR 5004.0 10975.0 5004.0 11105.0 5006.0 11135.0 5008.0 11150.0 <br /> DUPLICATE OF 242237 -STREAM BED LOWERED TO 4993.0 I <br />Xl 242227 32.00 7540.00 7720.00 450.00 130.00 660.00 "00 .00 .00 <br />X3 7830 I <br />GR 5013.0 5320 5012.0 5505 5010.0 5600 5009.3 5840 5008.5 6290 <br />GR 5008.0 6500 5008.0 7245 5008.0 7460.0 5008.7 7540.0 5008.7 7602.0 <br />GR 4993.0 7602.1 4993.0 7679.0 5007.8 7679.1 5008.0 7720.0 5008.0 7830 <br />GR 5006 7880 5006.1 8400 5006 9155 5008 9230 5008 9435 <br />GR 5010 9480 5010 9570 5008 9800 5008 9920 '5008 10375 <br />GR 5010 10490 5012 10500 5012 10535 5010 10540 ;5010 11005 <br />GR 5012 11 095 5014 11120 , <br />OLD SECTION 241093 . <br />DIVERSION DAM -LARIMER AND WELD CANAL <br />P:\COREfEC02-03\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCUPR05.doc <br /> Page 8 of38 Created on 12/30/2005 10:05 AM <br />
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