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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,OH2 <br /> GR 4879.3 11179.0 4885.7 11192.0 4890.2 11217.0 4890.0 11620.0 4888.0 11630.0 <br /> GR 4888.0 11665.0 4890.5 11680.0 4885.0 11700 4885.0 12150 4892.0 12170 <br />I OLD SEC 205703 <br /> CROSS SECTION EXTENDED TO RIGHT US ING TOPO <br />. Xl 206657 15.00 11080.00 11217.00 100.00 100.00 100.00 .00 .00 .00 <br />X4 3 4888 11265 4886 11275 4886 11580 <br /> GR 4890.7 11080.0 4885.8 11098.0 4883.6 11115.0 4882.0 11119.0 4880.0 11162.0 <br /> GR 4878.9 11179.0 4885.7 11192.0 4890.2 11217.0 4890.0 11620.0 4888.0 11630.0 <br /> GR 4888.0 11665.0 4890.5 11680.0 4886.5 11700 4886.5 12150 4892.0 12170 <br /> DISCHARGES FOR SPLIT FLOW <br /> QT 3 6310 12120 15900 <br /> DISCHARGES FOR PROFILES COMPUTATIONS <br /> 4 6310 10582 12431 14966 <br /> OLD SEC. 206243 <br /> 09MAR06 16:05:36 PAGE 12 <br /> Xl 207232 16.00 11290.00 11440.00 550.00 600.00 575.00 .00 .00 .00 <br /> GR 4892.8 11290.0 4888.9 11300.0 4884.3 11335.0 4882.0 11340.0 4882.0 11375.0 <br /> GR 4882.4 11405.0 4884.7 11415.0 4890.7 11440.0 4888.0 11580.0 4888.0 11620.0 <br /> GR 4890.0 11635.0 4886. 11660. 4886. 12300. 4892.0 12315.0 4894.0 12770.0 <br /> GR 4894 . 0 13150.0 <br /> NC 0.048 0.068 0.035 <br /> OLD SEC. 206643 <br /> Xl 207607 20.00 .00 184.00 390.00 300.00 375.00 .00 .00 .00 <br /> GR 4895.1 O. 4888.2 22. 4885.8 44. 4881. 8 55. 4882.9 64. <br /> GR 4884.4 104. 4884.6 139. 4889.6 184. 4890. 225. 4892.0 279. <br /> GR 4890.0 359.0 4886. 364. 4886. 1135. 4890.0 1144.0 4892.0 1159.0 <br /> GR 4894.0 1559. 4896. 1639. 4896. 2644. 4898. 2649. 4900. 2664. <br /> NC 0.3 0.7 <br /> DUPLICATE OF 207807, STREAMBED LOWERED TO 4881.2 <br /> Xl 207802 13.00 11435.00 11535.00 195.00 195.00 195.00 .00 .00 .00 <br /> GR 4895.5 11435.0 4881.2 11435.1 4881.2 11534.0 4896.0 11535.0 4890.0 11540.0 <br /> GR 4890.0 11710.0 4890.0 12495.0 4892.0 12510.0 4894.0 12910.0 4896. 12990. <br /> GR 4896. 13995. 4898. 14000. 4900. 14015. <br /> OLD SEC. 206823 <br /> DIVERSION DAM - BOXELDER DITCH <br /> Xl 207807 13.00 11435.00 11535.00 5.00 5.00 5.00 .00 .00 .00 <br /> GR 4895.5 11435.0 4887.5 11435.1 4887.6 11534.0 4896.0 11535.0 4890.0 11540.0 <br /> GR 4890.0 11710.0 4890.0 12495.0 4892.0 12510.0 4894.0 12910.0 4896. 12990. <br /> GR 4896. 13995. 4898. 14000. 4900. 14015. <br />. NC 0.3 0.7 <br /> DISCHARGES FOR SPLIT FLOW <br />QT 3 6375 12220 16000 <br /> D I S CHARGES FOR PROFILES COMPUTATIONS <br /> 4 6375 10683 12531 14966 <br /> OLD SEC. 207593 <br /> Xl 208567 22.00 11640.00 11899.00 740.00 855.00 760.00 .00 .00 .00 <br /> X3 11640. 11899. <br /> GR 4898.0 11620.0 4898.0 11640.0 4895.0 11765.0 4891. 3 11775.0 4890.2 11790.0 <br /> GR 4886.4 11808.0 4883.1 11830.0 4884.5 11875.0 4889.9 11877.0 4896,2 11899.0 <br /> GR 4894. 12520. 4894. 13040. 4896. 13090. 4898. 13270. 4900. 13505. <br /> GR 4902. 13795. 4902. 14205. 4900. 14225. 4900. 14315. 4902. 14555. <br /> GR 4904. 14560. 4904. 14585. <br /> NC 0.3 0.5 <br /> OLD SEC. 207883 <br /> Xl 208877 21. 00 9025.00 9212.00 250.00 350.00 310.00 .00 .00 .00 <br /> X3 10 <br /> GR 4900.9 9025. 4898.5 9033. 4887.7 9055, 4886.2 9090. 4886.9 9117. <br /> GR 4886.8 9119. 4886.2 9138. 4886.1 9166. 4891.4 9176. 4892. 9187. <br /> GR 4898.7 9205. 4901. 4 9212. 4898. 9270. 4894. 9340. 4898. 10145. <br /> GR 4900. 10270. 4900. 10680. 4904. 11290. 4906. 11420. 4908. 11740. <br /> GR 4910. 11910. <br /> PROSPECT ROAD <br /> OLD SEC. 207923 <br /> o 9MARO 6 16:05:36 PAGE 13 <br /> SB 1. 05 1.56 2.6 0 88 2. 2130. 3.25 4886.1 4886.1 <br /> Xl 208917 21. 00 9020.00 9208.00 40.00 40.00 40.00 .00 .00 .00 <br /> X2 1 4901.2 4901. 1.5 <br /> X3 10 <br /> BT 5 9030. 4909.2 4901.2 9208. 4909.2 4901. 2 10200. 4901. <br /> BT 10360. 4902. 10820. 4904. <br /> GR 4900.8 9020. 4898.2 9029. 4887.5 905l. 4885.9 9065. 4887.5 9113. <br /> GR 4887.5 9115. 4888.3 9138. 4886.9 9160. 4891.4 9171. 4891.7 9181. <br /> GR 4899. 920l. 4902.1 9208. 4898. 9350. 4896. 9495. 4898. 10195. <br /> GR 4900. 10355. 4902. 10640. 4904. 10810. 4906. 11110. 4908. 11440. <br /> GR 4910. 11780. <br /> ****************************************************************************** <br /> ...... ***** ** ****** ******* ** * * * ** * ****** *"* ******** *** * * **** * * ******* * * *** **** * * *** <br /> ****************************************************************************** <br /> DISCHARGES FOR SPLIT FLOW <br />. QT 3 6400 12250 16000 <br />NC 0.054 0.060 0.3 0.5 <br />ET 5.1 5.1 5.1 9535 9745 <br /> Xl 209210 25 9545 9745 293 293 293 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RClOOQ06.doc <br /> Page 7 of 49 Created on 3/9/2006 4:06 PM <br />
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