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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 /> NC 0.083 0.066 0.035 0.3 0.5 <br /> DUPLICATE OF 232227 I 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 <br />. GR 4980.0 5000.0 4978.0 5480. 0 4978.0 5615.0 4976.0 6215.0 4974.8 671 0.0 <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 4963.9 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 <br /> 1 <br /> 06FEB06 09:17:31 PAGE <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 4974.8 671 0 .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 4963.9 9230.0 <br /> GR 4961. 5 9231.1 4961.5 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 <br /> NC 0.055 0.083 0.035 <br /> OLD SECTION 232273 <br /> Xl 233367 31. 00 9165.00 9250.00 1105.00 965.00 1140.00 .00 .00 .00 <br /> GR 4980.0 5000.0 4978.0 5680.0 4978.0 6520.0 4976.0 6625.0 4974.0 6640.0 <br /> GR 4976.0 6660.0 4976.0 6785.0 4974.0 7100.0 4976.0 7365.0 4976.0 7435.0 <br /> GR 4974.0 7695.0 4972.0 7962.0 4970.8 8290.0 4970.0 8500.0 4968.0 8550.0 <br /> GR 4966.0 8930.0 4966.8 9165.0 4961.1 9180.0 4958.7 9234.0 4959.0 9243.0 <br /> GR 4966.2 9250.0 4968.0 9425.0 4970.2 9455.0 4968.0 9570.0 4966.0 9595.0 <br /> GR 4968.0 9840.0 4970.0 9960.0 4972.0 10055.0 4974.0 10455.0 4976.0 10510.0 <br /> GR 4990.0 10725.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> DISCHARGES FOR SPLIT FLOW COMPUTATIONS <br /> QT 3 5550 10200 13900 <br /> NC 0.075 0.075 0.035 0.3 0.5 <br /> OLD SECTION 233443 <br /> Xl 234557 37.00 8950.00 9040.00 920.00 1020.00 1190.00 .00 .00 .00 <br /> GR 4987.0 5040.0 4986.0 5070.0 4984.0 5610.0 4982.0 5990.0 4981. 3 6250.0 <br /> GR 4982.0 6655.0 4982.0 6730. 0 4980.0 6750.0 4980.0 6780.0 4978.0 6800.0 <br /> GR 4978.0 6915.0 4976.0 7800.0 4974.0 7950.0 4972 . 0 8440.0 4970.0 8450.0 <br /> GR 4970. 0 8470.0 4972.0 8490.0 4972.0 8590.0 4970.0 8875.0 4968.0 8950.0 <br /> GR 4964.2 8955.0 4963.3 8972 . 0 4963.6 9013.0 4963.7 9034.0 4968.0 9040.0 <br /> GR 4972.0 9050.0 4974.0 9100.0 4972 . 0 9245.0 4970.0 9535.0 4970.0 9580.0 <br />. GR 4972.0 9600.0 4974.0 9635.0 4977.0 9665.0 4977.0 10290.0 4982.0 10310.0 <br />GR 4984.0 10320.0 4986.0 10375.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />NC 0.045 0.068 0.035 0.3 0.5 <br /> OLD SECTION 234853 <br /> Xl 235947 26.00 8480.00 8650.00 1550.00 1270.00 1390.00 .00 .00 .00 <br /> X3 10 4979. 4978.5 <br /> GR 4990.0 5000.0 4988.0 5270.0 4986.0 5725.0 4984.0 5980.0 4982.0 6510.0 <br /> GR 4978.0 6530.0 4978.0 6575.0 4980.0 6610.0 4982.0 7450.0 4982.0 7695.0 <br /> GR 4980.0 7890. 0 4979.0 8095.0 4979. 0 8390.0 4978.9 8480.0 4970.8 8505.0 <br /> GR 4971. 4 8561. 0 4965.9 8620. 0 4966.5 8628 . 0 4978.5 8650.0 4979.5 8785.0 <br /> GR 4980.0 9075.0 4988.0 9100.0 4986.0 9120.0 4986.0 9660.0 4988.0 9690.0 <br /> GR 4998.0 9780.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> NC 0.057 0.068 0.035 <br /> OLD SECTION 236063 <br /> o 6FEB06 09:17:31 PAGE <br /> Xl 237147 25.00 7900.00 8027.00 950.00 1050.00 1200.00 .00 .00 .00 <br /> X3 8200 <br /> GR 4994.0 5065.0 4990.0 5085.0 4988.0 5740.0 4986.0 5915.0 4988.0 6120.0 <br /> GR 4986.0 6390.0 4986.0 7150.0 4986.0 7170.0 4986.0 7215.0 4986.0 7325.0 <br /> GR 4986.0 7900.0 4980.0 7915.0 4973 . 6 7929.0 4971.9 7973.0 4971. 8 7992.0 <br /> GR 4972.6 8008.0 4983.9 8027.0 4984.0 8080.0 4982.0 8685. 4982. 8765. <br /> GR 4984.0 8800.0 4992.0 8850.0 4994.0 8880.0 4996.0 9335.0 4998.0 9440.0 <br /> OLD SECTION 236393 <br /> NC 0.3 0.5 <br /> Xl 237497 27.00 7700.00 7820.10 370.00 300.00 350.00 .00 .00 .00 <br /> X3 10 <br /> GR 4996.0 5000.0 4992.0 5025.0 4990.0 5260.0 4990.0 5970.0 4988.0 6245.0 <br /> GR 4990.0 6745. 0 4988.0 7260.0 4988.0 7620.0 4993.5 7700.0 4981. 5 7700.1 <br /> GR 4974 . 4 7716.0 4971.8 7747.0 4973.0 7759.0 4975.3 7762.0 4975.9 7766.0 <br /> GR 4972.0 7790.0 4972.4 7796.0 4982.0 7809.0 4982.3 7820.0 4993.3 7820.1 <br /> GR 4988.0 7850.0 4986.0 8260.0 4986.0 8570.0 4988.0 8630.0 4992.0 8655.0 <br /> GR 4994.0 8810.0 4996.0 9225.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> OLD SECTION 236433 <br /> SHIELDS STREET <br /> SB 0.90 1.56 2.6 0 78. 2.7 1844. 1. 4972.3 4971. 8 <br /> Xl 237537 27.00 7715.00 7832.10 40.00 40.00 40.00 .00 .00 .00 <br /> X2 1 4990.6 4988. 1.33 <br />II X3 10 <br />. BT 9 5000. 4996. 5260. 4992. 6060. 4990. <br />BT 6760. 4990. 7700. 4993.5 4990.6 7820. 4993.5 4990.6 7950. <br />BT 4988. 8560. 4988. 8650. 4990. <br />GR 4996.0 5000.0 4994.0 5015.0 4992.0 5220.0 4990.0 5375.0 4988.0 6035.0 <br />II GR 4988.0 6805.0 4990.0 6980.0 4990.0 7225.0 4988.0 7355.0 4988.0 7575.0 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA ModeIs\DupJicate Effective ModeIs\DEUQ06.doc <br /> Page 5 of 65 Created on 2/6/2006 9: 19 AM <br />
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