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 4930.0 10100.0 4938.0 10125.0
NC 0.070 0.090 0.035
OLD SECTION 218703
Xl 219777 26.00 10360.00 10442.00 955.00 1935.00 1760.00 .00 .00 .00
GR 4930.0 9435.0 4928.0 9490.0 4928 . 0 9515.0 4926. 9770. 4924.0 9885.0 .
GR 4926.0 10245.0 4927.8 10360.0 4918.0 10380.0 4 9~ 6.4 10400.0 4917.8 10430.0
GR 4923.5 10442.0 4924.0 10500.0 4924.0 10515.0 4922. 0 10520.0 4922 . 0 10545.0
GR 4924.0 10560.0 4924.0 10620.0 4924.0 10695.0 4926. 0 10715.0 4928.0 10745.
GR 4930.0 10760.0 4930.0 10810.0 4928.0 10925.0 4926.0 10950.0 4926.0 10955.0
GR 4940.0 11055.0 I
OLD SECTION 219553
Xl 220627 19.00 I
11765.00 11950.00 800.00 600.00 85,0.00 .00 .00 .00
GR 4932.0 11245.0 4930.0 11290.0 4930.0 11505.0 4928 . 0 11590.0 4926.1 11765.0
GR 4921. 9 11777.0 4919.8 11791. 0 4918.5 11830.0 49:18.7 11855.0 4921. 0 11864.0
GR 4924.6 11869.0 4926.0 11950.0 4924 . 0 11960.0 4924.0 12020.0 4926.0 12040.0
GR 4926.0 12140.0 4928.0 12210.0 4930.0 12300.0 4940.0 12325.0
NC 0.065 0.090 0.035 0.3 0.5 I
OLD SECTION 220553 I
Xl 221637 24.00 11420.00 11678.00 970.00 890.00 10rlO.00 .00 .00 .00
X3 10 I
GR 4936.0 11310.0 4938.0 11400.0 4932.0 11410.0 4~32.2 11420.0 4927.8 11436.0
GR 4926.8 11447.0 4923.7 11457.0 4922.7 11464.0 4923.5 11496.0 4922.9 11500.0
GR 4922.6 11502.0 4922.4 11506.0 4923.5 11526.0 4922.9 11539.0 4923.2 11553.0
GR 4926.4 11566.0 4928.0 11595.0 4928.1 11597.0 4930.6 11645.0 4931.1 11654.0
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06FEB06 09:17:31 : PAGE
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GR 4938.8 11678.0 4940.0 11680.0 4948.0 11740.0 4950.0 11885.0
OLD SECTION 220618 i
LEMAY AVENUE I
SB .9 1.56 2.6 0 78. 4. 2461. 6. 4921. 2 4921. 2
Xl 221702 27.00 11385.00 11643.00 110.00 95.00 65.00 .00 .00 .00
X2 1 4938.9 4938.0 I 1.33
X3 10
BT 5 11340. 4938. 11385. 4941. 8 4~32. 8 11643. 4950.2 4939.5
BT 11645. 4950. 11670. 4952.
GR 4937.0 10990.0 4936.0 11090.0 4936.0 11250.0 4938.0 11340.0 4933.0 11380.0
GR 4932.8 11385.0 4927.9 11406.0 4926.9 11424.0 4924.1 11429.0 4921. 3 11435.0
GR 4921.2 11443.0 4921. 9 11465.0 4922.2 11467.0 4921. 9 11482.0 4921. 6 11491. 0
GR 4922.3 11508.0 4924.1 11518.0 4925.0 11527.0 4927.1 11561. 0 4927.5 11563.0
GR 4929.5 11594.0 4931.2 11608.0 4931. 5 11617.0 4~39. 5 11643.0 4 9~ 0 . 0 11645.0
GR 4948.0 11670.0 4950.0 11795.0 I
OLD SECTION 221298 I
Xl 222377 20.00 11340.00 11492.00 400.00 1200.00 675.00 .00 .00 .00
X3 10 I .
GR 4938.0 11320.0 4930.0 11330.0 4929.4 11340.0 4929.5 11358.0 4924.7 11365.0
GR 4923.8 11408.0 4922.8 11410.0 4921.7 11429.0 4923.7 11447.0 4924.1 11490.0
GR 4925.1 11492.0 4925. 3 11496.0 4928.9 11503.0 4929.2 11571.0 4927.6 11572.0
GR 4928.8 11639.0 4938.0 11645.0 4940.0 11665.0 4942.0 11810.0 4960.0 12350.0
OLD SECTION 221373 I
MULBERRY STREET !
SB 1.1 1.56 2.6 0 118. 6. 2946. 6.5 4921. 4 4921. 4
Xl 222452 28.00 11185.00 11336.00 75.00 75.00 r5.00 .00 .00 .00
X2 1 4935.6 4939.6 ! 1.4
X3 10
BT 5 11185. 4939.6 4935.6 11490. 4939.6 4'935.6 11510. 4940.
BT 11665. 4942. 12190. 4960. I
GR 4940.0 9600.0 4938.0 9990.0 4936.0 10275.0 4'936.0 10680.0 4938.0 11020.0
GR 4938.0 11170.0 4930.0 11180.0 4928.8 11185.0 4'927.2 11209.0 4923.1 11229.0
GR 4922.3 11239.0 4921. 9 11251. 0 4922.1 11253.0 4'921. 4 11266.0 4922.5 11282.0
GR 4921. 8 11292.0 4926.5 11321. 0 4927.5 11334.0 4'927.6 11336.0 4928.4 11391. 0
GR 4926.3 11400.0 4925.9 11416.0 4925.9 11418.0 4928.5 11487.0 4938.0 11490.0
GR 4940.0 11510.0 4942.0 11665.0 4960.0 12190.0 I
NC 0.062 0.076 0.035 I
]
OLD SECTION 222553 1
Xl 223617 17 .00 10125.00 10320.00 1300.00 800.00 1165.00 .00 .00 .00
X3 10400. I
GR 4940. 8330. 4938. 8700. 4936. 9300. 14934. 9530. 4934.4 10125.
GR 4929.7 10126. 4928.3 10137. 4928.6 10171. 4928.2 10198. 4929. 10225.
GR 4932. 10230. 4934. 10320. 4936. 10380. 14936. 10845. 4940. 10935.
GR 4950. 10965. 4960.0 11010.
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06FEB06 09:17:31 I PAGE
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NC 0.046 0.045 0.035 0.3 0.5 I
DISCHARGES FOR SPLIT FLOW I
QT 3 5370 10200 13300 1
OLD SECTION 223523 I
Xl 224597 15.00 10340.00 10505.00 910.00 880.00 980.00 .00 .00 .00
GR 4942.0 8480.0 4941. 0 8660.0 4940.0 8920.0 4940.0 9200.0 4938.0 9580.0
GR 4938.0 10340.0 4936.8 10400.0 4933.3 10406.0 4930.2 10415.0 4929.3 10443.0
GR 4929.6 10470.0 4932.0 10470.0 4940.0 10485.0 4960.0 10505.0 4966.0 10520.,0
OLD SECTION 225123 I
I
NC 0.069 0.053 0.035 0.3 0.5 i
Xl 226167 19.00 9000.00 9135.00 900.00 1360.00 1570.00 .00 .00 .00 .
GR 4946.0 8350.0 4944.0 8390.0 4942.0 8835.0 4941. 9 9000.0 4935.7 9012.0
GR 4932.6 9032.0 4931. 6 9070.0 4932.4 9113.0 4934.2 9126.0 4939.3 9135.0
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P:\COFC2003\IO _ Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Mod~ls\Duplicate Effective Models\DEUQ06.doc
Page 2 of 65 I Created on 2/6/2006 9: 19 AM
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