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FLOOD10377 (2)
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FLOOD10377 (2)
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Entry Properties
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 4930.0 9435.0 4928.0 9490.0 4928.0 9515.0 4926. 9770. 4924. 0 9885.0 <br />GR 4926.0 10245.0 4927.8 10360.0 4918.0 10380.0 491<'1.4 10400.0 4917.8 10430.0 <br />GR 4923.5 10442.0 4924.0 10500.0 4924 . 0 10515.0 4922.0 10520.0 4922,0 10545.0 <br />GR 4924.0 10560.0 4924.0 10620.0 4924.0 10695.0 4926.0 10715.0 4928.0 10745. .1 <br />GR 4930.0 10760.0 4930.0 10810.0 4928.0 10925.0 4926. 0 10950.0 4926.0 10955.0 <br />GR 4940.0 11055.0 850 to <br /> OLD SECTION 219553 <br />Xl 220627 19.00 11765.00 11950.00 800.00 600.00 .00 .00 .00 <br />GR 4932.0 11245.0 4930.0 11290.0 4930.0 11505,.0 4928.0 11590.0 4926.1 11765.0 <br />GR 4921. 9 11777.0 4919.8 11791.0 4918.5 11830.0 4918.7 11855.0 4921.0 11864.0 <br />GR 4924 . 6 11869.0 4926. 0 11950.0 4924.0 11960.0 4924.0 12020.0 4926,0 12040.0 <br />GR 4926.0 12140.0 4928.0 12210.0 4930.0 12300.0 4940.0 12325.0 <br />NC 0.065 0.090 0.035 0.3 0.5 1010.100 <br /> OLD SECTI ON 220553 <br />Xl 221637 24.00 11420.00 11678.00 970.00 890.00 .00 .00 .00 <br />X3 10 I <br />GR 4936.0 11310.0 4938.0 11400.0 4932.0 11410.0 4932.2 11420.0 4927.8 11436.0 <br />GR 4926.8 11447.0 4923. 7 11457.0 4922.7 11464.0 492:3. 5 11496.0 4922,9 11500.0 <br />GR 4922.6 11502.0 4922.4 11506.0 4923.5 11526.0 4922.9 11539.0 4923.2 11553.0 <br />GR 4926.4 11566.0 4928.0 11595.0 4928. 1 11597.0 4930.6 11645.0 4931~1 11654.0 <br />1 I <br /> 10/16/93 19:40:25 PAGE <br /> 4938.8 11678.0 <br />GR 4940.0 11680.0 4948.0 11740.0 4950.0 11885.0 <br /> OLD SECTION 220618 I <br /> LEMAY AVENUE <br />SB .9 1. 56 2.6 0 78. 4. 2461. 6. 4921.2 4921. 2 <br />Xl 221702 27.00 11385.00 11643.00 110.00 95.00 65JOO .00 .00 .00 <br />X2 1 4938.9 4938.0 I 1. 33 <br />X3 10 <br />BT 5 11340. 4938. 11385. 4941. 8 4932.8 11643. 4950.2 4939.5 <br />BT 11645. 4950. 11670. 4952. I <br />GR 4937.0 10990.0 4936.0 11090.0 4936.0 11250.0 4938.0 11340.0 4933.0 11380.0 <br />GR 4932.8 11385.0 4927 . 9 11406.0 4926.9 11424.0 4924.1 11429.0 4921. 3 11435.0 <br />GR 4921.2 11443.0 4921.9 11465.0 4922.2 11467.0 4921.9 11482.0 4921. 6 11491.0 <br />GR 4922.3 11508.0 4924.1 11518.0 4925.0 11527.0 4927.1 11561. 0 4927.5 11563.0 <br />GR 4929.5 11594.0 4931.2 11608.0 4931. 5 11617.0 4939.5 11643.0 4940.0 11645.0 <br />GR 4948.0 11670.0 4950.0 11795.0 675L <br /> OLD SECTION 221298 <br />Xl 222377 20.00 11340.00 11492.00 400.00 1200.00 .00 .00 .00 <br />X3 10 I <br />GR 4938.0 11320.0 4930.0 11330.0 4929. 4 11340.0 4929.5 11358.0 4924.7 11365.0 <br />GR 4923.8 11408.0 4922.8 11410.0 4921. 7 11429.0 4923.7 11447.0 4924.1 11490.0 <br />GR 4925.1 11492.0 4925.3 11496.0 4928.9 11503.0 4929.2 11571.0 4927.6 11572.0 .\ <br />GR 4928.8 11639.0 4938.0 11645.0 4940.0 11665.0 4942.0 11810.0 4960.0 12350.0 <br /> OLD SECTION 221373 I <br /> MULBERRY STREET <br />SB 1.1 1.56 2.6 0 118. 6. 2946. 6.5 4921,.4 4921. 4 <br />Xl 222452 28.00 11185.00 11336.00 75.00 75.00 75100 .00 .00 .00 <br />X2 1 4935.6 4939.6 I 1.4 <br />X3 10 <br />BT 5 11185. 4939.6 4935.6 11490. 4939.6 4935.6 11510. 494'0. <br />BT 11665. 4942. 12190. 4960. I <br />GR 4940. 0 9600.0 4938.0 9990.0 4936.0 10275.0 4936.0 10680.0 4938.0 11020.0 <br />GR 4938.0 11170.0 4930.0 11180.0 4928.8 11185.0 4927.2 11209.0 4923.1 11229.0 <br />GR 4922.3 11239.0 4921. 9 11251. 0 4922.1 11253.0 4921. 4 11266.0 4922'.5 11282.0 <br />GR 4921. 8 11292.0 4926.5 11321. 0 4927.5 11334.0 4927.6 11336.0 4928.4 11391. 0 <br />GR 4926.3 11400.0 4925.9 11416.0 4925.9 11418.0 4928.5 11487.0 4938.0 11490.0 <br />GR 4940.0 11510.0 4942.0 11665.0 4960.0 12190.0 <br />NC 0.062 0.076 0.035 <br /> OLD SECTION 222553 <br />Xl 223617 17.00 10125.00 10320.00 1300.00 800.00 1165.00 .00 .'00 .00 <br />X3 10400. I <br />GR 4940. 8330. 4938. 8700. 4936. 9300. 4934. 9530. 4934.4 10125. <br />GR 4929.7 10126. 4928.3 10137. 4928.6 10171. 4928.2 10198. 4929. 10225. <br />GR 4932. 10230. 4934. 10320. 4936. 10380. 4936. 10845. 494'0. 10935. <br />GR 4950. 10965. 4960.0 11010. <br />1 <br /> 10/16/93 19:40:25 PAGE <br />NC 0.046 0.045 0.035 ,0.3 0.5 <br /> DISCHARGES FOR SPLIT FLOW <br />QT 3 5370 10200 13300 <br /> OLD SECTION 223523 <br />Xl 224597 15.00 10340.00 10505.00 910.00 880.00 980.00 .00 .00 .00 <br />GR 4942. 0 8480.0 4941. 0 8660.0 4940.0 8920. 0 4940.0 9200.0 4938.0 9580.0 <br />GR 4938.0 10340.0 4936.8 10400.0 4933.3 10406.0 493p.2 10415.0 4929.3 10443.0 <br />GR 4929.6 10470.0 4932.0 10470.0 4940.0 10485.0 4960;0 10505.0 4966.0 10520.0 <br /> OLD SECTION 225123 .. -..... ....-I-~- ..-. .. ~- -- <br />NC 0.069 0.053 0.035 0.3 0.5 <br />Xl 226167 19.00 9000.00 9135.00 900.00 1360.00 1570.00 .00 .00 .00 <br />GR 4946.0 8350.0 4944.0 8390.0 4942.0 8835.0 494L 9 9000.0 4935.7 9012.0 <br />GR 4932.6 9032.0 4931. 6 9070.0 4932.4 9113.0 493~.2 9126.0 4939.3 9135.0 <br />GR 4942.0 9350.0 4944.0 9360.0 4944.0 9415.0 4942.0 9425.0 4942.0 9445. 0 . <br />GR 4944.0 9575.0 4946.0 9830.0 4946.0 9940.0 4960.0 9970.0 <br /> I <br /> 2 <br />
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