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Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:06:08 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.2
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 /> DEUQ06.0H2 <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 /> DUPLICATE OF 242237 -STREAM BED LOWERED TO 4993.0 <br /> Xl 242227 32.00 7540.00 7720.00 450.00 130.00 660.00 .00 .00 .00 <br /> X3 7830 <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 11095 5014 11120 <br /> OLD SECTION 241093 <br /> DIVERSION DAM -LARIMER AND WELD CANAL <br /> Xl 242237 32.00 7540.00 7720.00 10.00 10.00 10.00 .00 .00 .00 <br /> X3 7830 <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 5002.4 7602.1 5002.4 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 11095 5014 11120 <br /> DUPLICATE OF 242247 -STREAMBED LOWERED TO 4999.4 <br /> 06FEB06 09:17:31 PAGE 12 <br /> Xl 242247 32.00 7540.00 7720.00 10.00 10.00 10.00 .00 .00 .00 <br /> X3 7830 <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 4999.4 7602.1 4999.4 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 11 005 <br /> GR 5012 11 095 5014 11120 <br /> OLD SECTION 241478 <br /> RIGHT OVERBANK ADDED TO SECTION <br /> QT 3 5700 10500 14100 <br />. NC 0.038 0.050 0.035 0.3 0.5 <br />Xl 242627 41. 00 5280.00 5455.00 690.00 380.00 380.00 .00 .00 .00 <br />X3 5830 <br />GR 5016. 3490. 5014 . 3650. 5012. 4055. 5010. 4500. 5014. 4875. <br /> GR 5014. 5000. 5012. 5105. 5010. 5280. 5008. 5315. 5006.3 5325. <br /> GR 5002.7 5334. 5001. 9 5362. 5000. 5390. 5001.9 5395. 4999.8 5400. <br /> GR 5006.3 5440. 5008. 5445. 5010. 5450. 5012. 5455. 5010.0 5830 <br /> GR 5006 5845 5006 6170 5006 6630 5008 6635 5010 6685 <br /> GR 5012 6690 5013.5 6770 5012 6950 5010 7055 5010 7505 <br /> GR 5012 7610 5012 7760 5012 8110 5014 8210 5014 8270 <br /> GR 5012 8310 5012 8550 5012 8770 5014 8830 5016 8850 <br /> GR 5020 8935 <br /> OLD SECTION 242028 <br /> QT 3 5700 10500 14100 <br /> Xl 243187 29.00 7000.00 7181.00 450.00 500.00 560.00 .00 .00 .00 <br /> X3 7335 <br /> GR 5016.0 5080.0 5014.0 5620.0 5012.0 6230.0 5012.0 6235.0 5010. 6245. <br /> GR 5010.0 6250. 5010. 6995. 5008.8 6999.0 5006.3 7000.0 5002.7 7009.0 <br /> GR 5001.9 7037.0 5000.0 7065.0 5001.9 7108.0 4999.8 7146.0 5006.3 7165.0 <br /> GR 5012.3 7181. 0 5010.0 7335.0 5008 7350 5006 7455 5006 7790 <br /> GR 5010 7850 5014 7870 5014.8 8120 5014 8205 5010 8960 <br /> GR 5012 9050 5014 9430 5014 9675 5016 9900 <br /> DIVIDED FLOW TO UPSTREAM SIDE OF TAFT HILL ROAD <br /> PART OF FLOW CONFINED TO CHANNEL <br /> ESTIMATED LEFT BANK FLOW SUBTRACTED FROM TOTAL <br /> OLD SECTION 242908 <br /> QT 3 5700 7850 8650 <br /> NC 0.050 0.050 0.035 0.3 0.5 <br /> ET 7.1 7.1 7.1 7330 7457 <br /> Xl 244057 25.00 7330.00 7457.10 950.00 870.00 870.00 .00 .00 .00 <br /> X4 2 5010.0 6530 5010.0 7260 <br /> GR 5020.0 5000.0 5019.0 5070.0 5018.0 5180.0 5016.0 5210. 0 5016.0 5820.0 <br /> GR 5018.0 5970.0 5018.0 6130.0 5012.0 6470. 0 5016.4 7275.0 5016.4 7330.0 <br /> GR 5004.8 7330.1 5004.8 7457.0 5014.0 7457.1 5014.0 7640. 5014.0 8035 <br /> GR 5012 8175 5010 8265 5010 8530 5012 8875 5014 8990 <br /> GR 5014.3 9170 5016 9300 5016 10060 5018 10120 5020 10140 <br /> OLD SECTION 242928 <br /> DIVERSION DAM -ARTHUR DITCH <br /> 06FEB06 09:17:31 PAGE 13 <br />. ET 7.1 7.1 7.1 7330 7457 <br />Xl 244077 25.00 7330.00 7457.10 20.00 20.00 20.00 .00 .00 .00 <br />X3 10 <br /> " X4 2 5010.0 6500 5010.0 7265 <br /> P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (FinaI)\Appendix G\FEMA ModeIs\Duplicate Effective ModeIs\DEUQ06.doc <br /> Page 7 of 65 Created on 2/6/2006 9: 19 AM <br />
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