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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 /> 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 I <br /> Xl 230472 .00 .00 .00 5.00 5.00 5.00 .00 .00 .00 . <br /> X3 7480 I <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 4964.0 7600.0 4964.0 7670.0 <br /> GR 4962.0 7720.0 4959.8 7730.0 4958.3 7755.0 4954.3 77 65.0 4954.4 7770.0 <br /> GR 4954.5 7780.0 4955.6 7789.0 4956.5 7791.0 4957.3 7807.0 4954.2 7829.0 <br /> GR 4952.7 7839.0 4953.4 7849.0 4954.1 7851. 0 4954.4 7860.0 4953.6 7887.0 <br /> GR 4953.3 7909.0 4954.5 7911. 0 4957.5 7929.0 4957.2 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 10.0 0.0 0.0 0.0 <br /> OLD SECTION 229758 <br /> COLLEGE AVENUE <br />SB 0.9 1.56 2.6 0 85. 10. 2076. 10. 4952.6 4952.6 <br />Xl 230897 32.00 7700.00 8050.00 80.00 80.00 80.00 .00 .00 .00 <br />X2 1 4963.4 4963.4 1.33 <br />X3 10 4962. 4966. <br />BT -15 5000. 4974. 5340. 4972. 5665. 4970. <br />BT 6140. 4968. 6560. 4966. 6940. 4964. <br />BT 7220. 4963.4 7520. 4964. 7725. 4966.1 <br />BT 7875. 4966.4 8030. 4966.2 8205. 49,68. <br />BT 8355. 4970. 8505. 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 6775.0 4964.0 7700.0 4960.0 7715.0 4958.7 7720.0 <br />GR 4957.1 7750.0 4955.9 7780.0 4956.0 7782.0 4955.8 7810.0 495'4.5 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 4957.5 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 I 0.0 0.0 0.0 0.0 <br /> OLD SECTION 229878 I <br /> 30DEC05 10: 03: 55 PAGE 10 <br />Xl 231007 36.00 7740.00 8390.00 110.00 110.00 1JO.OO .00 :.00 .00 <br />X3 10 I , <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 4964.0 7260.0 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 49!b.6 8060.0 . <br />GR 4956.0 8065.0 4955.2 8120.0 4954.5 8123 .0 4953.5 8147.0 4950.4 817 5.0 <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 I 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 4971. 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. I 1.33 <br />X3 10 <br />BT 17 5000. 4974. 5300. 4972. 5690. 4970. <br />BT 6245. 4968. 6900. 4966. 7230. 4964. 7240. <br />BT 4958. 7275. 4958. 7300. 4964. 7810. 4966. <br />BT 7895. 4968.2 4965.9 8360. 4971. 8 4969.5 8385. 4970. <br />BT 8960. 4972. 9210. 4974. 9305. 4974. 9760. <br />BT 4976. I <br />GR 4974.0 5000.0 4972.0 5300.0 4970.0 5690.0 4968.0 6245. O' 4966.0 6900.0 <br />GR 4964.0 7230.0 4964.0 7240.0 4964.0 7275.0 4964.0 7300.0 4966.0 7810.0 <br />GR 4963.4 7895.0 4961.1 7909.0 4959.8 7910.0 4957.6 7996.0 4958.9 8011. 0 <br />GR 4956.7 8024.0 4957.7 8040.0 4955.6 8053.0 4956.5 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 />GR 4957.7 8188.0 4958.7 8208.0 4959.0 8258.0 4961.3 8345.0 4961. 8 8346.0 <br />GR 4965.5 8360.0 4970.0 8385.0 4972.0 8960.0 4974.0 9210.0 4974.0 9305.0 <br />GR 4976.0 9760.0 0.0 0.0 0.0 0.0 I 0.0 0.0 0.0 0.0 <br />NC 0.083 0.066 0.035 0.3 0.5 <br /> DUFLICATE OF 232227, STREAM BED LOWERED TO 4956.5 <br />Xl 232222' 29.00 9190.00 9490.10 320.00 1470.00 1200.,00 .00 .00 .00 <br />X3 10 I <br />GR 4980.0 5000.0 4978.0 5480.0 4978.0 5615.0 4976.0 6215.0 4974.8 6710.0 <br />GR 4974.0 6860.0 4974.0 7040.0 4972.0 7515.0 4970.0 8150.0 4968.0 8315.0 <br />GR 4968.0 8625.0 4966.0 8695.0 4964.0 8720.0 4964.0 9190.0 ,49:63.9 9230.0 <br />GR 4956.5 9231.1 4956.5 9490.0 4964.9 9490.1 4964.0 9660.0 4970.0 9820.0 <br />GR 4972.0 9910.0 4974.3 10040.0 4964.0 10175.0 4964.0 10445.0 4966.0 10630.0 <br />GR 4968.0 10720.0 4968.0 10835.0 4970.0 11020.0 4984.0 11115.0 I <br /> OLD SECTION 231073 <br /> DIVERSION DAM -LAKE CANAL- <br />Xl 232227 29.00 9190.00 9490.10 5.00 5.00 5.00 .00 .00 .00 <br />X3 10 <br />GR 4980.0 5000.0 4978.0 5480.0 4978.0 5615.0 4976.0 6215.0 4974.8 6710.0 <br />GR 4974.0 6860.0 4974.0 7040.0 4972.0 7515.0 4'970.0 8150.0 4968.0 8315.0 <br />GR 4968.0 8625.0 4966.0 8695.0 4964.0 8720.0 4'964.0 9190.0 4963.9 9230.0 <br />GR 4961.5 9231.1 4961. 5 9490.0 4964.9 9490.1 4'964.0 9660.0 4970.0 9820.0 . <br />GR 4972.0 9910.0 4974.3 10040.0 4964.0 10175.0 4'964 . 0 10445.0 4966.0 10630.0 <br />GR 4968.0 10720.0 4968.0 10835.0 !I97O.0 11020.0 4'984.0 11115.0 <br /> I <br />P:\CORETEC02-03\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCUPR05 .doc <br /> Page 6 of 38 Created 011 12/3012005 10:05 AM <br />
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