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Last modified
1/26/2010 10:09:23 AM
Creation date
10/5/2006 4:24:10 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
206
County
Larimer
Community
Fort Collins
Stream Name
Fossil Creek Drainage Basin
Basin
South Platte
Title
Master Drainageway Planning - Fossil Creek Drainage Basin, Fort Collins, Larimer County, Colorado
Date
8/1/1982
Designation Date
1/1/1983
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I Tab Ie 18. Existing ConditIons Flood Elevation Data, Burns Tributary_ <br /> 2-Year 5-Year 1 Q-Year 50-Year laO-Year 500-Year <br />I Streambed !-locO !-JCOO I-Jood t-lood !-locO /'"1000 <br />Reference ElevatIon DIscharge EJ evatlon DIscharge Elevatton DIscharge EJevatlon DIscharge Elevetton DIscharge Elevatton DIscharge ElevatIon <br />PoInt StatIon LocatIon (ft MSLJ (cfs) (ft MSLl (cfs) (ft MSU <Cfs) (f t MSLl (cfs) (ft MSU lcfs) (ft MSU (cfs) (ft MSU <br />I 53.5 0+00 Confluence wIth Fossl J Creek 4974.4 90 4980.9 170 4981.3 230 4981.8 350 4983.1 380 4983.7 440 4984.3 <br />53 0+80 4976.6 4980.9 4981.3 4981.8 4983.1 4983.7 4984.3 <br /> 52 3+60 4980.9 4982.4 4982.7 4983 4983.2 4983.7 4984.3 <br />I 51 8+40 4985 4986.8 4987.2 4987.4 4987.9 4987.9 4987.9 <br />50 11+10 4986 4988. 3 4988.8 4989.1 4989.6 4989.7 4990 <br />49 14+60 4988.2 4989.2 4989.6 4989.9 4990.4 4990.5 4990.7 <br />48 17+40 4989.3 4990.4 4990. 7 4990.9 4991.3 4991.4 4991.6 <br /> 46.5 19+40 Sh lelds Street 4991.8 90 4996 170 4997.4 260 4998.9 530 5002.8 680 5004.4 1010 5005.9 <br />I 46 20+10 4992.6 4996 4997.4 4998.9 5002.8 5004.4 5005.9 <br />45 23+80 4995.5 4996. 9 4997.7 4999 5002.8 5004.4 5005.9 <br />44 27+95 4996.8 4098.4 4998.8 4999.4 5002.9 5004.4 5005.9 <br /> 43 331-20 4999.6 5001 5001.5 5001.7 5003.1 5004.6 5006 <br />I 42 36+70 5001.5 5003.7 5004.2 5004.7 5005.2 5005.6 5006.7 <br />41 40+55 5003.9 5006.1 5006. 7 5007.1 5008.3 5008.7 5009.2 <br />40 42+85 5006.3 5008. 2 5008.6 5008.9 5009.6 5009.9 5010.4 <br /> 39 47+00 5010.8 5012.2 5012.4 5012.6 5012.9 5013.1 5013.5 <br /> 38 54+1 0 5013.8 5015.3 5015.6 5016 5016.6 5016.9 5017.4 <br />I 37 57+20 5014.8 5016.6 5017 5017.3 5017.9 5018.3 5018.8 <br />36 62+25 5019.3 90 5020.7 150 5021.1 210 5021.3 410 5021.8 520 5022.1 770 5022.5 <br />35 66+95 5023 70 5023.8 100 5023.9 130 5024 210 5024.3 250 5024.5 340 5024.7 <br /> 34 70+50 5025 5026.1 5026.2 5026.3 5026.5 5026.5 5026.8 <br />I 433 79+60 5{)27.5 5028.4 5028.5 5028.6 5028.9 5029 5029.2 <br />432 88+15 5030 5031.6 5031.7 5031.8 5032.1 5032.2 5032.4 <br />431 92+30 5033 5034.9 5035.1 5035.3 5035.7 5035.7 5035.9 <br /> 430 1 00+40 5038 5039.1 5039.1 5039.2 5039.4 5039.4 5039.5 <br /> 429 102+85 5039 70 5040.3 80 5040.4 100 5040.5 140 5040.8 150 5040.9 170 5041 <br />I 428 1 05+60 Taft HIlI Road 5041 5041.6 5041.8 5041.8 5041.9 5042 5042 <br /> Table 19. Developed CondItIons Flood ElevatIon Data, Burns Tr lbutary_ <br />I 2-Year 5-Year lo-Year 50-Year 100-Year 500-Year <br /> StreMlbed 1-1000 I-JooO 1"JooCl 1-1000 I-JOQ(] t-load <br /> Reference EI evatlon DI scharge Elevatton 01 scharge EJ evatlon DIscharge EJ evatfon OJ scharge ElevatIon DIscharge ElevatIon Discharge ElevatIon <br /> PoInt StatIon LocatIon (ft MSLl (ets> (ft MSLl (cfs) (ft MSL) (cfs) (ft MSLl (cfs) (ft MSU (cfs) 1ft MSU lcfs) (ft MSU <br />I 53.5 0+00 Conf Juence wIth Foss' J Creek 4974.4 190 4981.8 270 4981.8 320 4982 390 4983.6 420 4984 480 4984.8 <br /> 53 0+80 4976.6 4981.8 4981.8 4982 4983.6 4984 4984.8 <br />I 52 3+60 4980.9 4982.8 4983 4983.2 4983.6 4984 4984.8 <br />51 8+40 4985 4987.3 4987.6 4987.7 4987.9 4987.9 4988 <br />50 11+10 4986 4989 4989.2 4989.5 4989.8 4989.9 4990.1 <br /> 49 14+60 4988.2 4989.7 4990. 1 4990.3 4990.5 4990.6 4990.8 <br /> 48 17+40 4989.3 4990.8 4991 4991.2 4991.4 4991.5 4991.6 <br />I 46.5 19+40 Sh lelds Street 4991.8 200 4997.8 340 5000.1 470 5001.9 830 5005.1 1020 5005.9 1440 5006.2 <br />46 20+10 4992.6 4997.8 5000.1 5001.9 5005.1 5005.9 5006.2 <br />45 231-80 4995.5 4998 5000.1 5001.9 5005.1 5005.9 5006.2 <br /> 44 27+95 4996.8 4999 5000. 3 5002 5005.1 5005.9 5006.3 <br />I 43 331-20 4999.6 5001.6 5001.7 5002.4 5005.3 5006 5006.4 <br />42 36+70 5001.5 5004.4 5005.3 5005.4 5006.2 5006.8 5007.4 <br />41 40+55 5003.9 5006.9 500"1.4 5008 5009 5009.2 5009.8 <br /> 40 42+85 5006.3 5008.8 5009.3 5009.5 5010.2 5010.5 5011 <br /> 39 47+00 5010.8 5012.5 5012.7 5012.8 5013.3 5013.5 5013.9 <br />I 38 54+10 5013.8 5015.8 5016.3 5016.6 5017.2 5017.4 5017.8 <br />37 57+20 5014.8 5017 .2 5017 .6 5017.9 5018.6 5018.9 5019.4 <br />36 62+25 5019.3 190 5021.2 290 5021.6 380 5021.8 680 5022.4 830 5022.6 1140 5023 <br /> 35 66+95 5023 80 5023.8 120 5024 150 5024.1 250 5024.5 290 5024.7 390 5025.1 <br />I 34 70+50 5025 5026.1 5026.3 5026.3 5026.5 5026.5 5026.7 <br />433 49+60 5027.5 5028.4 5028.6 5028.7 5029 5029.1 5029.4 <br />432 88+15 5030 5031.6 5031.7 5031.8 5032.2 5032.3 5032.6 <br /> 431 92+30 5033 5034.9 5035.2 5035.3 5035.7 5035.8 5036 <br /> 430 100+40 5038 5039.1 5039.1 5039.1 5039.4 5039.5 5039.6 <br />I 429 102+85 5039 70 5040.3 80 5040.4 90 5040.5 140 5040.9 150 5040.9 170 5041.1 <br />428 1 05+60 Taft HIlI Road 5041 5041.7 5041.8 5041.8 5041.9 5042 5042 <br />I 37 <br />
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