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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 />" <br />. <br />, <br /> <br />TABLES <br />SPRI"G CREEK <br />FLOODPLAIN OATA TABLE <br />EXISTI NG DEVELOPMENT <br /> <br />CROSS SECTlON STATIONING THALWEG 10 YEAR 50 YEAR 100 YEAR ~YEAR <br />A80VE 00'''" ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION <br />'" 11C 1" gO ~972.6 4979.~ ~9S1.7 ~32.0 ~962. 7 <br />" 112+06 11913.6 ~919. 4 ~961.7 4982.0 ~983.3 <br />'" 113+01 ~980. 5 49~2. 6 4983.1 11963.2 ~9B3. ~ <br />" 176 .. ~9 ~9Bl.l LI!l84.7 496~.5 lI935.7 ~9S6.0 <br />" 161+17 498~.9 '1966.5 ~987. I ~9B7.3 ~987. 5 <br />" I ~2 ... 18 ~9a5.6 ~968.3 4988.9 '1989.1 ~989. S <br />" 1!2+90 ~979. 5 ~S88.~ 4991.1 ~99t.7 ~99:J. 3 <br />" 166 + 2~ 4981.0 1\989.2 '1991.6 ~992.q 49~4.1 <br />" I~ I ... 90 49a~. I ~969.3 11991.8 4992.. 49g4.1 <br />" 192 ... 2~ li98~.1 ~990. ~ ~991.8 4992.5 ~99~.2 <br />" 195+76 'W86.0 4990.5 ~991.9 ~992. 5 1I99~.2 <br />" 106+65 ~98g.0 ~960. 9 ~992. 5 '1992.7 ~994.2 <br />"' ,08+7S 49B9.5 ~S93.8 49~4. 2 ~9H.7 ~.~~.9 <br />" ,O~ + I~ ~9~.3 _997.9 ~98.1 ~99B. 3 ~98.6 <br />" ~ I ~ + 29 '199..5 ~997 .9 'l998.~ ~99S.6 %99.0 <br />" 121+08 .995.5 !OOO.8 5001.. 5002.2 5003.0 <br />" t2~ + O~ 5000.0 !OO1.7 5002.9 500..0 5005.2 <br />" n8+ 39 5001.6 5006.9 5007.2 5007.6 5007.9 <br />" ~ 28 + 60 5OOI.G 5007.0 5008.0 5008.0 5008.3 <br />n.s aO+78 5002.0 5007.5 5008.. 5009.0 5009.6 <br />" 231 +50 5012.0 0010.. 5010.5 SOII.O SOlI,. <br />" 293+83 5005.0 5011.7 5012.0 S012.0 5013.2 <br />n a7+ 29 SOlO.. 0;(112.5 5013.0 5013.7 501~.3 <br />" Z.0+05 5010.. 50.2.9 5013.8 5015.0 WIB.. <br />" 2'10+50 5009.9 5012.9 S013.8 5015.3 5017.7 <br />,00 ~~. + 30 5011.0 SOI~. I !'>Olb.1 !'>O16.7 5018.5 <br />'" 2~9 _ 50 5013.2 5015.7 5016.8 5018.. 5019.7 <br />m 25._95 5016.7 S019. ~ S020.3 5021.B 5022.8 <br />:03 255+50 5016.8 5022.6 5023.0 5023.5 5023.9 <br />'0. ~60 + 60 5019.0 5022.8 5023.3 502..1 502..9 <br /> , , <br />I <br />
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