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FLOOD07745
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Last modified
1/25/2010 7:12:40 PM
Creation date
10/5/2006 3:10:46 AM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Spring Creek
Basin
South Platte
Title
Master Drainageway Planning Study
Date
3/1/1988
Prepared For
Fort Collins
Prepared By
Engineering Professionals
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> TABLE H <br /> FLOODWAY DATA TABLE H <br /> FLOODWAY DATA <br />Cross 100-year Floodway Width <br />section Floodplain Elevation (feet) <br />No. Elevation Cross 100-year Floodway Width <br />77.5 section Floodplain Elevation (feet) <br />4997.5 4998.0 1085 <br />78.0 No. Elevation <br />4997.5 4998.0 1716 <br />79.0 4997.5 4998.0 1573 100.0 5015.8 5015.8 n <br />79.5 4997.5 4998.0 1676 , 100.5 5016.4 5016.4 m <br />I <br />80.0 4997.5 4998.0 1460 101.0 5U16.7 5016.7 '" <br />81.0 4997.5 4998.0 , 101.5 5017.2 5017.2 " <br />1197 I <br />82.0 4997.5 4998.0 1150 , 102.0 5017.5 5017.5 91 <br /> , <br />83.0 4997.5 4998.0 no ! 102.5 5018.1 5018.1 eo <br />84.0 4997 .5 4998.0 m I 103.0 5018.6 5018.6 n <br />85.0 4998.3 4998.6 , 103.5 5019.7 5019.7 n <br />m i <br />86.0 4998.8 4998.9 '" I 104.0 5026.8 5027.3 '" <br />87.0 5001.3 5001.3 'CO 105.0 5028.4 5028.8 '" <br />88.0 5003.6 5003.4 '" 106.0 5028.8 5029.2 60' <br />89.0 5006.3 5006.8 " 107.0 5031.0 5031.4 '" <br />90.0 5006.4 5006.9 '" 108.0 5035.1 503.5.1 950 <br />90.5 5006.9 5008.5 ", 109.0 5039.0 5039.0 600 <br />91.0 5007.6 5008.1 " 110.0 5041.5 5042.0 a2l) <br />92.0 5008.8 5010.4 " 111.0 5044.1 5(l44.R 450 <br />93.0 5011.5 5011.9 '" 112.0 5048.8 5049.] m <br />93.5 5011.6 5012.1 '" 112.5 5049.2 5049.7 m <br />94.0 5011.9 5012.4 " 11].0 5049.2 5050.2 '91 <br />95.0 5011.5 5012.0 " 1111.0 5053.6 5054.1 1024 <br />96.0 5012.3 5012.5 " 115.0 5054.3 5054.8 1020 <br />97.0 5013.8 5013.8 " 117.0 5056.9 5057.4 m <br />97. .5 '1014.0 5014.0 " 118.0 5057.0 5057.5 no <br />9S.0 5014.2 5014.2 " 119.0 SOS8.2 50SS.5 "' <br />98.5 5014.4 5014.4 " 120.0 5062.7 5062.7 m <br />99.0 5014.8 :'014.8 H 1;:>1.0 506J.1 5063.6 205 <br />99.5 5015.6 5015.6 " 122.0 5063.4 506J.9 2lJ <br /> <0 123.0 5064.3 5064.1 '", <br /> .. <br /> H <br />
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