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Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:04:31 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.3
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 /> CElOOQ06.0H2 <br /> GR 4953.3 790900 4954.5 7911.0 4957.5 792900 4957.2 79490 0 495601 797000 <br /> GR 4956.4 797200 4958.7 802900 4966.0 806000 496800 826000 497000 8400.0 <br /> 1 <br /> o 9MARO 6 15:31:55 PAGE 22 <br />. GR 4972 0 0 8520.0 4974.0 9140.0 0.0 000 000 000 000 000 <br /> OLD SECTION 229158 <br /> COLLEGE AVENUE <br /> SB 0.9 1.56 2.6 0 850 100 20760 10. 495206 4952 0 6 <br /> Xl 230897 32.00 7700000 8050000 80.00 80000 80.00 000 000 000 <br /> X2 1 4963.4 4963 0 4 1. 33 <br /> X3 10 49620 49660 <br /> BT 15 50000 49740 53400 4972. 56650 49700 <br /> BT 6140. 49680 65600 49660 69400 49640 7220. <br /> BT 496304 7520. 49640 77250 496601 4963.1 78750 496604 <br /> BT 496304 8030. 496602 496302 82050 49680 83550 49700 <br /> BT 8505.0 4972. 90700 49740 <br /> GR 4974.0 4910.0 4972 0 0 501500 4972 0 0 5220.'0 497000 5620.0 496800 5980.0 <br /> GR 4966.0 6470.0 496400 677500 496400 770000 496000 7715.0 495807 7720.0 <br /> GR 4957 . 1 77 50.0 495509 778000 495600 7782.0 495508 7810.0 495405 781400 <br /> GR 4954.5 7826.0 495307 783900 495206 7841.0 495209 7854.0 495403 7877.0 <br /> GR 495508 7899.0 495504 7901. 0 495706 790900 4957.5 7934.0 495603 7961. 0 <br /> GR 495707 7963.0 4959.8 801900 4966.0 805000 496800 825000 497000 8475.0 <br /> GR 4972 0 0 858500 497400 9085.0 0.0 000 000 0.0 000 0.0 <br /> OLD SECTION 229878 <br /> Xl 231007 36.00 7740000 8390000 110.00 11 0 . 00 110.00 000 000 .00 <br /> X3 10 <br /> GR 4974 . 0 500000 4972 0 0 528500 4972.0 5710.0 4970.0 594500 4968.0 607000 <br /> GR 496600 6885.0 496400 703000 496400 724000 4964.0 726000 4964.0 729500 <br /> GR 496400 7310.0 496600 774000 4963.2 789500 496205 790300 4959.6 790900 <br /> GR 4959.1 7911. 0 495702 7951.0 495704 7990.0 4958.7 801700 4957.6 806000 <br /> GR 495600 806500 495502 812000 495405 8123.0 4953.5 814700 4950.4 8175.0 <br /> GR 4952 0 7 8191. 0 495707 820500 495802 8263.0 4958.4 832900 4960.9 834500 <br /> GR 4961. 8 834600 496504 836100 497000 839000 4972 00 89200 0 4974.0 930500 <br /> GR 4976.0 976000 000 0.0 0.0 000 0.0 000 0.0 0.0 <br /> OLD SECTION 229893 <br /> UNION PACIFIC RAILROAD <br /> SB 0.95 1.56 2.6 0 51. 3703 49710 120 495004 495004 <br /> Xl 231022 36.00 7810000 8385.00 15.00 15000 15.00 000 000 .00 <br /> X2 1 4969.5 49660 1. 33 <br /> X3 10 <br /> BT 17 50000 49740 53000 4972. 5690. 4970. <br /> BT 62450 4968. 69000 49660 72300 4964. 7240. <br /> BT 4958. 7275. 4958. 7300. 49640 7810. 49660 <br /> BT 7895. 4968.2 4965.9 83600 4971. 8 496905 8385. 49700 <br />. BT 8960. 4972 . 9210. 49740 93050 49740 97600 <br />BT 49760 <br />GR 497400 500000 4972.0 530000 497000 5690.0 496800 62450 0 4966.0 690000 <br />GR 496400 723000 496400 7240.0 4964. 0 7275.0 496400 7300.0 4966.0 7810.0 <br /> GR 496304 789500 4961.1 790900 4959.8 7910.0 495706 7996 0 0 4958.9 8011.0 <br /> GR 495607 8024.0 4957.7 8040.0 4955.6 8053.0 495605 807000 4955.1 8080.0 <br /> GR 495409 809000 495405 809700 495203 812900 495007 814300 4952.1 8164 . 0 <br /> GR 495707 818800 4958.7 820800 4959.0 8258.0 4961. 3 8345.0 4961. 8 8346.0 <br /> GR 496505 836000 4970.0 838500 4972.0 896000 4974.0 921000 4974.0 930500 <br /> GR 497600 976000 000 000 0.0 000 0.0 000 0.0 000 <br /> 1 <br /> 09MAR06 15:31:55 PAGE 23 <br /> NC 0.083 0.066 0.035 0.3 0.5 <br /> DUPLICATE OF 232227, STREAM BED LOWERED TO 4956.5 <br /> Xl 232222 29.00 9190.00 9490.10 320.00 1470000 1200.00 .00 .00 000 <br /> X3 10 <br /> GR 4980.0 500000 4978 0 0 548000 4978.0 5615.0 497600 621500 4974.8 671 0 . 0 <br /> GR 4974 0 0 686000 497400 704000 4972.0 751500 497000 815000 4968.0 831500 <br /> GR 496800 8625.0 496600 869500 4964.0 872000 496400 9190.0 4963.9 9230.0 <br /> GR 495605 9231.1 495605 949000 4964.9 949001 496400 966000 497000 982000 <br /> GR 4972 00 991000 497403 1004000 4964.0 1017500 496400 1044500 496600 10630.0 <br /> GR 496800 1072000 496800 1083500 4970.0 1102000 498400 1111500 <br /> OLD SECTION 231073 <br /> DIVERSION DAM -LAKE CANAL- <br /> Xl 232227 29.00 9190.00 9490.10 5.00 5000 5.00 .00 .00 000 <br /> X3 10 <br /> GR 498000 5000.0 4978 0 0 5480.0 4978.0 561500 497600 62150 0 4974.8 671 000 <br /> GR 497400 6860.0 497400 7040.0 4972 0 0 751500 497000 8150.0 496800 8315.0 <br /> GR 496800 8625.0 496600 8695.0 496400 872000 496400 919000 4963.9 9230.0 <br /> GR 4961.5 9231.1 4961. 5 949000 496409 949001 496400 966000 4970.0 9820.0 <br /> GR 4972 0 0 9910.0 497403 10040.0 496400 1017500 496400 1044500 496600 10630.0 <br /> GR 496800 10720.0 496800 10835.0 4970.0 1102000 498400 1111500 <br /> NC 00055 00083 00035 <br /> OLD SECTION 232273 <br /> Xl 233367 31. 00 9165.00 9250000 1105.00 965000 1140.00 .00 000 .00 <br /> GR 498000 500000 497800 5680.0 4978.0 652000 497600 6625.0 4974.0 664000 <br /> GR 497600 6660.0 49760 0 6785.0 497400 7100.0 497600 7365.0 4976.0 743500 <br /> GR 497400 7695.0 4972 . 0 7962.0 4970.8 8290.0 4970.0 850000 496800 8550.0 <br /> GR 496600 8930.0 496608 916500 4961.1 918000 495807 923400 495900 9243.0 <br /> GR 4966.2 9250. 0 496800 9425.0 4970.2 945500 496800 9570.0 496600 959500 <br />. GR 496800 9840.0 4970.0 9960.0 4972.0 10055.0 4974.0 10455.0 4976.0 10510.0 <br />GR 4990.0 10725.0 000 0.0 0.0 000 0.0 000 0.0 0.0 <br />DISCHARGES FOR SPLIT FLOW COMPUTATIONS <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CEl 00Q060doc <br /> Page 13 of 49 Created on 3/9/2006 3:33 PM <br />
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