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FLOOD01519
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Last modified
11/23/2009 12:58:16 PM
Creation date
10/4/2006 10:04:42 PM
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Spring Creek
Title
Major Drainageway Planning
Date
8/1/1980
Prepared For
Fort Collins
Prepared By
Gingery Associates, Inc.
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />, <br />N <br />. <br />, <br /> <br />lAB~f II <br /> <br />SPRING CREEK <br />FlOODPLAIN DATA TABLE <br />EXISTI NG DEVELOPMENT <br /> <br /> STATIONING THALWEG I 10 YEAR 50 YEAR IOOYEAR 500YEAR <br />CROSS SECTION ABOVE MOUTH ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION <br />" 88+60 ~926.3 ~982. 2 '1930.7 4936.9 ~937.S <br />;0 90+13 '1927.0 4Sn.T '1936.9 4987.3 "937.9 <br />" 95+77 4930.0 '.936_0 "936.9 4937.4 "938.1 <br />" 101+05 4934.6 'la31.:3 4938.0 4938.4 "936.8 <br />" IOS+'I3 ~936. 5 4937.9 4938.6 4936.6 4939.2 <br />,. 103+88 4936.8 49M.2 4939.6 4939.9 "940.4 <br />84.5 106+05 4937.4 I 4944.3 11945.2 4945.S "945.5 <br />" 106+21 ~937. 5 4944.8 4945.6 4945.8 "9%.1 <br />35.S 108+75 4937.7 4945.5 49'l6.3 49%.5 "9%.7 <br />" 105+86 4937.8 I 4945.6 49%.4 49%.6 ~947.0 <br />" 115+00 ~944. 5 4947., 49118.3 49%.5 .9"8.7 <br />" 120+65 49116.1 I w)'51.1 4952.0 4952.2 4952.7 <br />H.4 121+11 49%.2 4951.2 4952.1 4952.3 4952.7 <br />3B.5 121+36 I 'W~B. ~ '>951.9 ~952. ~ ~952. 5 4952.6 <br />" 126+00 ~9~.6 ~95~.6 ~955.~ '1955.6 4965.9 <br />~ 130+50 , ~951. 3 ~95~. 6 ~955. ~ '1955.5 4955.9 <br />" 135+5a ~955. I ""59.l ~950_ ~ '1-960.5 4950.6 <br />"' 1 ~8 + 09 ~957. 5 '>961.9 ~962.6 486-..0 4953.5 <br />" 138+76 ~957. 5 ~905.6 4965.9 4806.1 4966.~ <br />'" I ~2 + 19 ~960. 5 'l-'J65.8 ~966.3 '1i166.6 4966.8 <br />" 1~5 + 51 '1901.5 ~966.8 11967.6 ~967. ;; '-970.0 <br />" I~ + IS '1962.3 4951.2 '1971.3 ~9?2. 6 "97Q. ~ <br />" I ~9 + 93 '1963.2 ~969. 3 'W71. ~ '1972.6 "97~. ~ <br />" 157+33 4866.3 ~970.6 ~971.6 ~9?2.7 4974.5 <br />.. 161 + I ~ ~968. 6 ~972.9 ~97~. 3 ~974.4 49H.6 <br />~ 103+38 ~968. 8 4974.7 4970. ~ ~975.6 4975.8 <br />" 163+50 ~968. 8 'l976, 5 ~9n.5 '!Sn.6 4977.7 <br />" 165+25 4970.8 '.m6.6 ~977 .1 4977.9 491B.2 <br />" 165+85 4971.0 4976.6 ~977. 7 4978.1 4978.6 <br />" 167 + ~B 4910.9 4976.6 1979. ~ '1979.6 ~980. 2 <br />;; 169 + ~5 ~9n.0 ~97B. 7 4960.9 ~9B I. I 49~1. 5 <br />
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