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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 />GR 5012 8175 5010 8265 5010 8530 50,12 8875 5014 8990 <br />GR 5014.3 9170 5016 9300 5016 10060 50:18 10120 5020 10140 <br /> OLD SECTION 242928 <br /> DIVERS I ON DAM -ARTHUR DITCH . <br /> 10/16/93 19:40:25 PAGE 13 <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 .0'0 .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 6130.0 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. 501!4 8035 <br />GR 5012 8175 5010 8265 5010 8530 50'-2 8875 5014 8990 <br />GR 5014.3 9170 5016 9300 5016 10060 50~8 10120 5020 10140 <br />DUPLICATE OF 244077, STREAM8ED LOWERED TO 5003.3 I <br />ET 7.1 7.1 7.1 73,30 7457 <br />Xl 244087 25.00 7330.00 7457.10 10.00 10.00 ':l .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 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 50'-2 8875 5014 8990 <br />GR 5014.3 9170 5016 9300 5016 10060 50:18 10120 5020 10140 <br />NC 0.3 0.5 <br /> SPILL TO LEFT 8ANK 8ETWEEN 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 82,65 8445 <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 />S8 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 40t .00 .00 .00 <br />X2 1 5018. 5018.0 1. 33 <br />X3 10 <br />8T 8 5000. 5026. 0 5700. 5024.0 6440. 5022.0 0 <br />8T 7160. 5020. 0 7790. 5018. 0 8295. 5021. 5 0 8443. <br />8T 5021. 9 0 8465. 5020. 0 I <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. 501~. 9850. <br />GR 5018.0 11040.0 5020.0 11215.0 5030.0 11340.0 5046.0 11550.0 <br />1 <br /> 10/16/93 19:40:25 PAGE 14 <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 />GR 5014.5 9630. 5014.5 9865. 5016. 9870. 5016. 9910. 5014.5 9915. <br />GR 5014.5 10170. 5020.0 10190.0 5024.0 10215.0 50241' 0 11020.0 5026.0 11035.0 <br />GR 5024.0 11055.0 5022.0 11325.0 5022.0 11585.0 5024.0 11865.0 5026,0 11925.0 <br />GR 5028.0 11950.0 5028.0 11980.0 5030.0 12010.0 5040.0 12140.0 <br />QT 3 5900 11000 14300 <br />NC 0.042 0.049 0.035 <br />OLD SECTION 246478 <br />Xl 247697 31. 00 8925.00 9154.00 1100.00 1240.00 1630.00 .00 .00 .00 <br />GR 5038.0 5000.0 5036.0 5015.0 5036.0 5050.0 50341' 0 5615.0 5034.0 5755.0 <br />GR 5033.0 6015.0 5032.0 6405.0 5030.0 6415. 0 5032.0 6430.0 5032.0 6970.0 <br />GR 5030.0 7400.0 5031.0 7905.0 5030. 8110. 5028. 8295. 5026. 8605. <br />GR 5024. 8700. 5024. 8900. 5025.0 8925.0 5022.6 8955.0 5016.1 8969.0 <br />GR 5015.7 8989.0 5017.0 9108.0 5015.0 9126.0 5017.3 9144.0 5024:5 9154.0 <br />GR 5024.0 9160. 5024. 9355.0 5026.0 9365.0 5030.0 9585.0 5030.0 10405.0 <br />GR 5032.0 10415.0 <br />OLD SECTION 247578 <br />Xl 248827 40.00 8390.00 8665.00 1080.00 1170.00 1130.00 .00 .00 .00 . <br />X3 10 5034. 5036. <br /> 8 <br />
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