FLOOD10377 ‎(4)‎

• 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. - Appedix G.4
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

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EXIOOQ06.0H2 I
NC 0.042 0.049 0.035 11630.00
OLD SECTION 246478
Xl 247697 31. 00 8925.00 9154.00 1100.00 1240.00 .00 .00 .00
GR 5038.0 5000.0 5036.0 5015.0 5036.0 5050.0 5034.0 5615.0 5034.0 5755.0
GR 5033.0 6015.0 5032.0 6405.0 5030.0 6415.0 5032.0 6430.0 5032.0 6970.0 .
GR 5030.0 7400.0 5031. 0 7905.0 5030. 8110. 5028. 8295. 5026. 8605.
GR 5024. 8700. 5024. 8900. 5025.0 8925.0 5022.6 8955.0 5016.1 8969.0
GR 5015.7 8989.0 5017 . 0 9108.0 5015.0 9126.0 5017.3 9144.0 5024.5 9154.0
GR 5024.0 9160. 5024. 9355.0 5026.0 9365.0 5030.0 9585.0 5030.0 10405.0
GR 5032.0 10415.0
OLD SECTION 247578
o 9MARO 6 15:41:12 PAGE 31
Xl 248827 40.00 8390.00 8665.00 1080.00 1170.00 1130.00 .00 .00 .00
X3 10 I 5034. 5036.
GR 5040.0 5000.0 5038.0 5010.0 5038.0 5390.0 15037.5 5660.0 5036.0 5970.0
GR 5035.0 6140.0 5034.0 6365.0 5032.0 6370.0 5034.0 6375.0 5034.5 6520.0
GR 5034.0 6650.0 5032. 6870. 5030. 7010. 5030. 7035. 5032. 7045.
GR 5032. 7270. 5034. 7415. 5032. 7780. 1 5027.5 7810. 5027.5 8340.
GR 5034.0 8390.0 5033.2 8445.0 5022.2 8470.0 , 5021. 8 8552.0 5023.7 8629.0
GR 5036.5 8665.0 5036. 8725. 5034. 8755. 5032. 8865. 5030. 8870.
GR 5030. 9210. 5036.0 9235.0 5035.0 9390.0 5036.0 9620.0 5038.0 9720.0
GR 5038.0 9735.0 5036.0 9750.0 5036.0 10505.0 5038.0 10700.0 5042.0 10810.0
NC 0.068 0.049
OLD SECTION 248448 ! 880.00
Xl 249707 39.00 7740. DO 7943.00 650. DO 790.00 .00 .00 .00
X3 10 5036. 5040.
GR 5044.0 5000.0 5042.0 5015.0 5042.0 5240.0 5040.0 5610.0 5038.0 5920.0
GR 5036.0 6040.0 5038.0 6065.0 5036.0 6075.0 5034.0 611 0.0 5036.0 6325.0
GR 5034.0 6600.0 5034.0 6845.0 5034.0 6870. 0 5034.0 6880.0 5036.0 7565.0
GR 5036.0 7740.0 5034.0 7745.0 5031. 9 7750.0 5023.5 7772.0 5021. 9 7815.0
GR 5023.9 7913.0 5040.7 7943.0 5038. 8000. 5036. 8080. 5036. 8205.
GR 5034. 8215. 5032. 8250. 5030. 8300. 5030. 8865. 5034. 8975.
GR 5034. 9205. 5039.5 9320.0 5040.0 9340.0 5044.0 9360.0 5040. 0 9375.0
GR 5040.0 9625.0 5042.0 10185.0 5042.0 10455.0 5051.2 10495.0
NC 0.061 0.049 0.035
QT 3 5900 11000 14400
OLD SECTION 250418 I
Xl 251687 32.00 7190.00 7450.00 1860.00 1640.00 ~980.00 .00 .00 .00
X3 8610.
GR 5054. 5250. 5050. 5570. 5048. 5615. 5046. 5650. 5046. 7030.
GR 5044. 7080. 5042.2 7190. 5037.6 7205. 5036.8 7255. 5037.1 7314.
GR 5035.3 7345. 5036.3 7378. 5046.2 7450. 5046. 7860. 5044. 8210.
GR 5042. 8260. 5044. 8560. 5048. 8610. 5046. 8625. 5044. 8645.
GR 5044. 8985. 5046. 9050. 5046. 9145. 5044. 9210. 5044. 9265. .
GR 5046. 9415. 5047.2 9520. 5046. 9710. 5048. 9830. 5050. 9845.
GR 5050. 9890. 5060. 9960. 1
I
NC 0.061 0.078 0.035 I
OLD SECTION 251588
Xl 252327 48.00 8680.00 8893.00 650.00 520.00 ,640.00 .00 .00 .00
X3 9845. 1 5052.
GR 5058.0 5000.0 5056.0 5315.0 5056.0 5525.0 1 5054.0 5530.0 5054.0 5540.0
GR 5056.0 5550.0 5056.0 6030.0 5054.0 6220.0 15054.0 6825.0 5056.0 6855.0
GR 5054.0 6870.0 5052.0 6895.0 5050.0 7025.0 5050.0 7275.0 5052.0 7770.0
GR 5052.0 7940.0 5050.0 7985.0 5048.6 8550.0 15048.0 8680.0 5046.0 871 0.0
GR 5044.0 8720.0 5043.2 8755.0 5039.7 8778.0 15038.6 8801. 0 5039.4 8815.0
GR 5038.2 8850.0 5040.8 8880.0 5045.6 8889.0 ,5046.0 8893.0 5048.0 9305.0
GR 5048.0 9525.0 5046.5 9625.0 5048.0 9770.0 15050.0 9815.0 5052.0 9825.0
GR 5052.0 9845.0 5048.0 9860.0 5048 . 0 10560.0 5046.0 10600.0 5048.0 10640.0
GR 5050.0 10845.0 5050.0 10865.0 5046.0 10875.0 5046.0 10890.0 5048.0 11355.0
GR 5050.0 11370.0 5050.0 11415.0 5060.0 11425.0 1 0.0 0.0 0.0 0.0
1 I
o 9MARO 6 15:41:12 PAGE 32
NC 0.098 0.098 0.035 0.3 0.5 I
OLD SECTION 252778 I
Xl 253517 33.00 9200.00 9430.00 1200.00 1220.00 1190.00 .00 .00 .00
GR 5084.0 5000.0 5070.0 5280.0 5068.0 5620.0 5066.0 5890.0 5064.0 6180.0
GR 5062.0 6515.0 5062.0 7045.0 5060.0 7445.0 5060.0 7930.0 5058.0 8390.0
GR 5058.0 8635.0 5060.0 9000.0 5060.0 9155.0 5056.0 9200.0 5054.0 9255.0
GR 5051. 0 9260.0 5041.7 9282.0 5041. 9 9336.0 5042.8 9338.0 5043.3 9369.0
GR 5043.0 9402.0 5049.3 9416.0 5058.0 9430.0 5060.0 9490.0 5058.0 9765.0
GR 5056.0 9790.0 5054.0 10335.0 5054.0 11570.0 5060.0 11670.0 5070.0 11715.0
GR 5070.0 11800.0 5080.0 11890.0 5082.0 11905.0 0.0 0.0 0.0 0.0
OLD SECTION 252828
OVERLAND TRAIL
SB 0.9 1.56 2.6 0 124. 2.7 2317. 1. 5042.8 5041.7
Xl 253567 29.00 9210.00 9390.00 50.00 50.00 50.00 .00 .00 .00
X2 1 5061.2 5059. 1.33
BT 11 5000. 5084. 5280. 5072. 5620. 5069.
BT 5890. 5065.8 6180. 5064.6 9260. 5064 .2 5059.3 9338.
BT 5065.2 5061.2 9416. 5064.3 5059.3 9490. 5063. ,9765. 5059.
BT 11670. 5060.
GR 5084.0 5000.0 5072.0 5250.0 5070.0 5320.0 5068.0 5325.0 5066.0 5705.0
GR 5064.0 6290.0 5062.0 7025.0 5062.0 7895.0 5058.0 8380.0 5058.0 8815.0
GR 5056.0 8960.0 5054.0 9210.0 5045.8 9235.0 5044.2 9286.0 5044.1 9288. 0 .
GR 5044.1 9307.0 5042.8 9331.0 5043.2 9354.0 5046.8 9366.0 5062.0 9390.0
GR 5060.0 9660.0 5058.0 9780.0 5056.0 10090.0 15054.0 10260.0 5054.0 11560.0
GR 5060.0 11620.0 5070.0 11665.0 5070.0 11705.0 5078.0 11855.0 0.0 0.0
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P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXI00~06.doc
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