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FLOOD10377 (2)
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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 4964.4 4964. <br />X3 10 8130. 8342.1 <br />BT 17 5180. 4966. 6015. 4964. 6240. 4962. . <br />BT 6660. 4960. 7100. 4960. 7150. 4958. 7165. <br />BT 4956. 7190. 4956. 7195. 4958. 7660. 4958. <br />BT 7675. 4964. 8105. 4966. I 8130. 4967,6 4963.1 <br />BT 8342. 4968.9 4964.4 8342.1 4967.8 8510. 4968. 8710. <br />BT 4970. I <br />GR 4960.0 7100.0 4958.0 7150.0 4958.0 7660.0 496~. 0 7675.0 4966.0 8105.0 <br />GR 4967.6 8130.0 4959.4 8130.1 4957.4 8148.0 4953.2 8167 . 0 4952.5 8169.0 <br />GR 4951. 3 8174.0 4942.6 8199.0 4943.5 8205.0 4943.8 8207.0 4944.7 8226.0 <br />GR 4945.0 8244.0 4945.3 8246.0 4945.8 8266.0 4948.9 8282.0 4949.7 8284.0 <br />GR 4960.8 8342.0 4967.8 8342.1 4968.0 8510.0 4970.0 8710.0 <br />NC 0.3 0.5 <br /> OLD SECTION 229328 <br /> DIVERSION DAM <br /> ENCROACHMENT FOR EFFECTIVE AREA <br />Xl 230467 26.00 8145.00 8285.10 600.00 400.00 450.00 .00 .00 .00 <br />X3 7480 I <br />GR 4968.0 5240 . 0 4968.0 5580.0 4966.0 5985. 0 496~.0 6580.0 4963.4 6675.0 <br />GR 4962.0 6900.0 4960.0 7345.0 4960.0 7440.0 4961. 5 8145.0 4955.5 8145.1 <br />GR 4955.5 8211. 0 4956.7 8211.1 4953.7 8218.0 4953.7 8230.0 4956.6 8237.0 <br />GR 4955.6 8237.1 4955.6 8242.0 4954.2 8245'.0 4955.6 8248.0 4955.6 8285.0 <br />GR 4962.9 8285.1 4964 . 0 8310.0 4966.0 8325.0 4968 . 0 8340.0 4970'.0 8375.0 <br />GR 4972.0 8440.0 Joo <br />Xl 230472 .00 .00 .00 5.00 5.00 .00 .00 .00 <br />X3 7480 <br />NC 0.083 0.104 0.3 0.5 <br /> OLD SECTION 229678 <br />Xl 230817 37.00 7670.00 8060.00 520.00 340.00 345.00 .00 .00 .00 <br />X3 10 I 4962. 4966. <br />GR 4974.0 5000.0 4972 . 0 5245.0 4970.0 5520.0 4968.0 5845.0 4968'.0 6050.0 <br />GR 4966.0 6300.0 4964.0 6780.0 4962.0 7155.0 4 96~ .0 7600.0 4964 . 0 7670.0 <br />GR 4962.0 7720.0 4959.8 7730.0 4958.3 7755.0 495~.3 7765.0 4954.4 7770.0 <br />GR 4954.5 7780.0 4955.6 7789.0 4956.5 7791.0 495V.3 7807.0 4954.2 7829.0 <br />GR 4952.7 7839.0 4953.4 7849.0 4954.1 7851. 0 495~.4 7860.0 4953.6 7887.0 <br />GR 4953.3 7909.0 4954.5 7911.0 4957.5 7929.0 495V.2 7949.0 4956.1 7970.0 <br />GR 4956.4 7972.0 4958.7 8029.0 4966.0 8060.0 4968.0 8260. 0 4970.0 8400.0 <br />GR 4972.0 8520.0 4974.0 9140.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> OLD SECTION 229758 I <br /> COLLEGE AVENUE <br />SB 0.9 1.56 2.6 0 85. 10. ~~~~O 10. 4952.6 4952.6 <br />Xl 230897 32.00 7700.00 8050.00 80.00 80.00 .00 .00 .00 <br />X2 1 4963.4 4963.4 I 1.33 . <br />X3 10 4962. 4966. <br />BT 15 5000. 4974. 5340. 4972. 5665. 4970. <br />BT 6140. 4968. 6560. 4966. T 4964. 7220. <br />1 <br /> 10/16/93 19:40:25 PAGE <br />BT 4963.4 7520. 4964. 7725. 4966.1 4963.1 7875. 4966.4 <br />BT 4963.4 8030. 4966.2 4963.2 8205. 4968. I 8355. 4979. <br />BT 8505.0 4972. 9070. 4974. <br />GR 4974.0 4910.0 4972 . 0 5015.0 4972.0 5220.0 4970.0 5620.0 4968.0 5980.0 <br />GR 4966.0 6470.0 4964.0 677 5.0 4964.0 7700.0 4 96p. 0 7715.0 4958.7 7720.0 <br />GR 4957.1 7750.0 4955.9 7780.0 4956.0 7782.0 4955.8 7810.0 4954,.5 7814.0 <br />GR 4954.5 7826.0 4953.7 7839.0 4952.6 7841. 0 4952.9 7854.0 4954.3 7877.0 <br />GR 4955.8 7899.0 4955.4 7901.0 4957.6 7909.0 495p.5 7934.0 4956.3 7961.0 <br />GR 4957.7 7963.0 4959.8 8019.0 4966.0 8050.0 4968.0 8250.0 4970'.0 8475.0 <br />GR 4972.0 8585.0 4974 . 0 9085.0 0.0 0.0 0.0 0.0 0,.0 0.0 <br /> OLD SECTION 229878 1101. 00 <br />Xl 231007 36.00 7740.00 8390.00 110.00 110.00 .00 .00 .00 <br />X3 10 <br />GR 4974.0 5000.0 4972.0 5285.0 4972.0 5710.0 4970.0 5945.0 4968'.0 6070.0 <br />GR 4966.0 6885.0 4964.0 7030.0 4964.0 7240.0 496~. 0 72 60. 0 4964'.0 7295.0 <br />GR 4964.0 7310.0 4966.0 7740.0 4963.2 7895.0 4962.5 7903.0 4959.6 7909.0 <br />GR 4959.1 7911. 0 4957.2 7951.0 4957.4 7990.0 4958.7 8017.0 4957.6 8060.0 <br />GR 4956.0 8065.0 4955.2 8120.0 4954.5 8123.0 4 95~1. 5 8147.0 4950.4 8175.0 <br />GR 4952.7 8191. 0 4957.7 8205.0 4958.2 8263.0 4958.4 8329.0 4960.9 8345.0 <br />GR 4961. 8 8346.0 4965.4 8361. 0 4970.0 8390.0 4972.0 8920.0 4974..0 9305.0 <br />GR 4976. 0 9760.0 0.0 0.0 0.0 0.0 (0 0.0 0.0 0.0 <br /> OLD SECTION 229893 <br /> UNION PACIFIC RAILROAD <br />SB 0.95 1.56 2.6 0 51. 37.3 T 12. 4950.4 4950.4 <br />Xl 231022 36.00 7810.00 8385.00 15.00 15.00 15.00 .00 .00 .00 <br />X2 1 4969.5 4966. 1.33 <br />X3 10 <br />BT 17 5000. 4974. 5300. 4972. 5690. 4970. <br />BT 6245. 4968. 6900. 4966. 72'30. 4964. 7240. <br />BT 4958. 7275. 4958. 7300. 49:64, 7810. 4966. <br />BT 7895. 4968.2 4965.9 8360. 4971.8 4969.5 8385. 497,0. <br />BT 8960. 4972. 9210. 4974. 93'05. 4974. 9760. <br />BT 4976. I <br />GR 4974.0 5000.0 4972.0 5300.0 4970.0 5690.0 4968.0 6245.0 4966.0 6900.0 <br />GR 4964.0 7230.0 4964.0 7240.0 4964.0 7275.0 496~. 0 7300.0 4966.0 7810.0 <br />GR 4963.4 7895.0 4961.1 7909.0 4959.8 7910.0 :~~i~: ~ 7996.0 4958.9 8011.0 . <br />GR 4956.7 8024.0 4957 . 7 8040.0 4955.6 8053.0 , 8070.0 4955.1 8080.0 <br />GR 4954.9 8090.0 4954.5 8097.0 4952.3 8129.0 4950.7 8143.0 4952.1 8164.0 <br /> 4 <br />
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