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Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:02:09 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.5
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 /> RCIOOQ06.0H2 <br /> 09MAR06 16:05:36 PAGE 29 <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 71 08.0 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 S IDE OF TAFT HILL ROAD <br /> PART OF FLOW CONFINED TO CHANNEL <br /> ESTIMATED LEFT BANK FLOV/ 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 /> DIVERS ION DAM -ARTHUR DITCH <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 /> 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 5018.0 613 0 . 0 5012.0 6470.0 5016.4 7275.0 5017 . 9 7330.0 <br /> GR 5010.3 7330.1 5010.3 7457.0 5018.0 7457.1 5014.0 7640. 5014 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 /> DUPLICATE OF 244077, STREAMBED LOWERED TO 5003. 3 <br /> ET 7.1 7.1 7.1 7330 7457 <br /> Xl 244087 25.00 7330.00 7457.10 10.00 10.00 10.00 .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 5003.3 7330.1 5003.3 7457.0 5014.0 7457.1 5014.0 7640. 5014 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 /> NC 0.3 0,5 <br /> SPILL TO LEFT BANK BETWEEN 244077 AND 244507 <br /> 10-YEAR ~ 200; 50-YEAR 2200; 100-YEAR = 3500 <br /> QT 3 5500 10050 12150 <br /> OLD SECTION 243338 <br /> ET 7.1 7.1 7.1 8265 8445 <br /> 1 <br /> 09MAR06 16:05:36 PAGE 30 <br /> Xl 244507 29.00 8265.00 8445.00 200.00 430.00 420.00 .00 .00 .00 <br /> X3 <br /> GR 5026. 0 5000.0 5024.0 5955.0 5022.0 6210. 0 5022.0 6310. 5020. 7030. <br /> GR 5018.0 7650.0 5018.0 8265.0 5010.9 8295.0 5009.4 8305.0 5006.6 8325.0 <br /> GR 5006.0 8343.0 5007.1 8345.0 5005.7 8381. 0 5005. 7 8393.0 5008.3 8395.0 <br /> GR 5009.6 8415.0 5009.1 8433.0 5010.8 8443.0 5020.0 8445.0 5020.0 8465.0 <br /> GR 5018.0 8575.0 5016.0 8700.0 5015.5 8960. 5015.5 9500. 5016. 9730. <br /> GR 5016.3 10430. 5018.0 11025.0 5030.0 11270.0 5046.0 11470.0 <br /> OLD SECTION 243378 <br /> TAFT HILL ROAD <br /> QT 3 5700 10500 14100 <br /> SB 0.90 1. 56 2.6 0 90. 5.4 1718. 2. 5004.2 5004.2 <br /> Xl 244547 29.00 8265.00 8465.00 40.00 40.00 40.00 .00 .00 .00 <br /> X2 1 5018. 5018.0 1.33 <br /> X3 10 <br /> BT 8 5000. 5026. 0 5700. 5024.0 0 6440. 5022.0 0 <br /> BT 7160. 5020. 0 7790. 5018. 0 8295. 5021.5 0 8443. <br /> BT 5021.9 0 8465. 5020. 0 <br /> GR 5026.0 5000.0 5024.0 5700.0 5022.0 6015.0 5022. 6440. 5020. 7160. <br /> GR 5018.0 7790.0 5018.0 8265.0 5012.0 8285.0 5009.3 8305.0 5006.7 8343.0 <br /> GR 5005.2 8354.0 5004.2 8356.0 5004.5 8373.0 5005.2 8392.0 5006.4 8404.0 <br /> GR 5006.9 8406.0 5007.8 8418.0 5011.0 8453.0 5020.0 8465.0 5020.0 8625.0 <br /> GR 5018.0 8690.0 5016.0 8800.0 5015.5 9080. 5015.5 9620. 5016. 9850. <br /> GR 5018.0 11040.0 5020.0 11215.0 5030.0 11340.0 5046.0 11550.0 <br /> NC 0.068 0.044 0.035 0.3 0.5 <br /> OLD SECTION 244828 <br /> Xl 246067 49.00 9345.00 9570.00 1030.00 1080.00 1520.00 .00 .00 .00 <br /> X3 8870. 9570. <br /> GR 5034.0 5000.0 5032.0 5005.0 5030.0 5345.0 5030.0 5690.0 5029.0 5855.0 <br />. GR 5028.0 6065.0 5028.0 7010.0 5026.0 7370.0 5024.0 7495.0 5024.0 7835.0 <br />GR 5025.0 8130.0 5024.0 8225.0 5022.0 8255.0 5020.5 8700.0 5022.0 8860 . 0 <br />GR 5022.0 8900.0 5022.0 8930.0 5024.0 8950.0 5014.0 8980.0 5012.0 9020.0 <br />GR 5012.0 9065.0 5014.0 9300.0 5018.8 9345.0 5010.9 9359.0 5010.5 9371. 0 <br /> GR 5010.7 9418.0 5010.1 9450.0 5010.5 9469.0 5017.5 9489. 0 5021.7 9570.0 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCI00Q06.doc <br /> Page 17 of49 Created on 3/9/2006 4:06 PM <br />
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