FLOOD10377 ‎(6)‎

• 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

DEUQ06.0H2
GR 5020.0 5000.0 5019.0 5070.0 5018.0 5180.0 5016.0 5210 . 0 5016.0 5820.0
GR 5018.0 5970.0 5018.0 6130.0 5012.0 6470.0 5016.4 7275.0 5017.9 7330.0
GR 5010.3 7330.1 5010.3 7457.0 5018.0 7457.1 5014.0 7640. 5014 8035
GR 5012 8175 5010 8265 5010 8530 5012 8875 5014 8990
GR 5014.3 9170 5016 9300 5016 10060 5018 10120 5020 10140
DUPLICATE OF 244077, STREAMBED LOWERED TO 5003.3 I .
ET 7.1 7.1 7.1 r330 7457
Xl 244087 25.00 7330.00 7457.10 10.00 10.00 10.00 .00 .00 .00
X4 2 5010.0 6530 5010.0 7260 I
GR 5020.0 5000.0 5019.0 5070.0 5018.0 5180.0 50i6.0 5210.0 5016.0 5820.0
GR 5018.0 5970.0 5018.0 6130.0 5012.0 6470.0 50~6. 4 7275.0 5016.4 7330.0
GR 5003.3 7330.1 5003.3 7457.0 5014.0 7457.1 50:14.0 7640. 5'014 8035
GR 5012 8175 5010 8265 5010 8530 '5012 8875 5014 8990
GR 5014.3 9170 5016 9300 5016 10060 '5018 10120 5020 10140
NC 0.3 0.5
SPILL TO LEFT BANK BETWEEN 244077 AND 244507
10-YEAR ~ 200; 50-YEAR = 2200; 100-YEAR = 3500
QT 3 5500 10050 12150
OLD SECTION 243338
ET 7.1 7.1 7.1 8265 8445
Xl 244507 29.00 8265.00 8445.00 200.00 430.00 420.00 .00 .00 .00
X3 I
GR 5026.0 5000.0 5024 . 0 5955.0 5022.0 6210.0 5022.0 6310. 5020. 7030.
GR 5018.0 7650.0 5018.0 8265.0 5010.9 8295.0 5009.4 8305.0 5006.6 8325.0
GR 5006.0 8343.0 5007.1 8345.0 5005.7 8381. 0 5005.7 8393.0 5008.3 8395.0
GR 5009.6 8415.0 5009.1 8433.0 5010.8 8443.0 5020.0 8445.0 5020.0 8465.0
GR 5018.0 8575.0 5016.0 8700.0 5015.5 8960. 5015.5 9500. 5016. 9730.
GR 5016.3 10430. 5018.0 11025.0 5030.0 11270.0 5046.0 11470.0 ,
OLD SECTION 243378 I
TAFT HILL ROAD
QT 3 5700 10500 14100
SB 0.90 1.56 2.6 0 90. 5.4 1718. ~. 5004.2 5004.2
Xl 244547 29.00 8265.00 8465.00 40.00 40.00 40.00 .00 .00 .00
X2 1 5018. 5018.0 I 1. 33
X3 10
BT 8 5000. 5026. 0 5700. 5024.0 0 6440. 5022.0 0
BT 7160. 5020. 0 7790. 5018. 0 8295. 5021. 5 0 8443.
BT 5021. 9 0 8465. 5020. 0 I
GR 5026.0 5000.0 5024.0 5700.0 5022.0 6015.0 5022. 6440. 5020. 7160.
GR 5018.0 7790.0 5018.0 8265.0 5012.0 8285.0 5009.3 8305.0 5006.7 8343.0
GR 5005.2 8354.0 5004.2 8356.0 5004.5 8373.0 5005.2 8392.0 5006.4 8404.0
GR 5006.9 8406.0 5007.8 8418.0 5011. 0 8453.0 5020.0 8465.0 5020.0 8625.0
GR 5018.0 8690.0 5016.0 8800.0 5015.5 9080. 5015.5 9620. 5,016. 9850.
GR 5018.0 11040.0 5020.0 11215.0 5030.0 11340.0 5046.0 11550.0
1
06FEB06 09:17:31 PAGE 14
NC 0.068 0.044 0.035 0.3 0.5 .
OLD SECTION 244828
Xl 246067 49.00 9345.00 9570.00 1030.00 1080.00 1520.00 .00 .00 .00
X3 8870. 9570. J030.0
GR 5034.0 5000.0 5032.0 5005.0 5030.0 5345.0 5690.0 5029.0 5855.0
GR 5028.0 6065.0 5028.0 7010.0 5026.0 7370.0 5024.0 7495.0 5024.0 7835.0
GR 5025.0 8130.0 5024.0 8225.0 5022.0 8255.0 5020.5 8700.0 5q22.0 8860.0
GR 5022.0 8900.0 5022.0 8930.0 5024.0 8950.0 5014.0 8980.0 5012.0 9020.0
GR 5012.0 9065.0 5014.0 9300.0 5018.8 9345.0 5010.9 9359.0 5010.5 9371.0
GR 5010.7 9418 . 0 5010.1 9450.0 5010.5 9469.0 5017 . 5 9489.0 5021.7 9570.0
GR 5014.5 9630. 5014.5 9865. 5016. 9870. 15016. 9910. 5014.5 9915.
GR 5014.5 10170. 5020.0 10190.0 5024.0 10215.0 5024.0 11020.0 5026.0 11035.0
GR 5024 . 0 11055.~0 5022.0 11325.0 5022.0 11585.0 5024.0 11865.0 5926.0 11925.0
GR 5028.0 11950.0 5028.0 11980.0 5030.0 12010.0 5040.0 12140.0
QT 3 5900 11000 14300 I
NC 0.042 0.049 0.035
OLD SECTION 246478
Xl 247697 31. 00 8925.00 9154.00 1100.00 1240.00 1630.00 .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. j5028. 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 I
OLD SECTION 247578
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 5037.5 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. j5030. 7035. '5032. 7045.
GR 5032. 7270. 5034. 7415. 5032. 7780. ,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. 15032. 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
Xl 249707 39.00 7740.00 7943.00 650.00 790.00 880.00 .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 6110.0 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
P:\COFC2003\lO _ Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc
Page 8 of 65 Created on 2/6/2006 9: 19 AM