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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 Table 14. ExIstIng CondItIons Flood ElevatIon Data, Lang Gulch. <br /> 2-Year 5-Year 10-Year 50-Year lOa-Year 500-Year <br /> Streambed I-JoOO 1"1000 /"1000 t"Jooa 1-1000 1-100<:1 <br />I Reference ElevatIon DIscharge Elevatton DIscharge EJ evatlon DIscharge Elevatlon Discharge ElevatIon o t scharge ElevatIon DIscharge EJevatlon <br />PoInt Station Locatlon (ft MSL) (cfs) (ft MSLl (Cfs) (f t MSL) (ds) (ft MSLl (cfs) (ft MSLl lcfs) 1ft MSLl (cfs) Cft MSLI <br />I 135.5 1+10 4955.8 170 4958.5 390 4959.5 520 4960 740 4961.8 860 4963 1380 4965.4 <br />135 2+60 4957.3 4960.6 4961.8 4962.3 4962.7 4963.4 4965.5 <br />134 6+90 4959.5 4962.4 4963.8 4964.5 4965.4 4965.6 4966.9 <br /> 133 9+50 C&S Ra II road 4960.3 4962.7 4964.8 4965 4965.9 4966.3 4967.6 <br /> 132 11+40 4961.9 4964 4965.1 4965.6 4966.3 4966.6 4967.9 <br />I 131 13+80 4964. 4 4967.3 4968 .4 4968.8 4969.6 4970.1 4971.4 <br />130 18+70 4970.2 4972.6 4973.3 4973.6 4974 4974.3 4975.1 <br />129 22+70 Prlvate Crosslng 4975 4976.1 4976. 7 4976.9 4977.3 4977.5 4978.2 <br /> 128 29+10 4979 4979.7 4980 4980.2 4980.5 4980.6 4981.1 <br />I 127 32+20 4979.1 4981.5 4982.5 4982.9 4983.4 4983.7 4984.5 <br />126 35+50 4981.5 4982.9 4984 4984.5 4985.2 4985.5 4986.7 <br />125 39+80 4982.7 4985.3 4986.2 4986. 7 4987.4 4987.7 4988.9 <br /> 124.7 43+40 4984.2 4987 4988 4988.4 4989.1 4989.4 4990.8 <br /> 124.5 44+10 C&S Ra I Jroad 4984.8 170 4990 390 4991 520 4991.4 750 4992.2 870 4993.1 1530 4994.8 <br />I 124 48+10 4986.5 4990 4991 4991.4 4992.2 4993.1 4994.8 <br />123 53+60 4989.6 4993.4 4994.1 4994.8 4996 4996.4 4997.7 <br />122 57+20 4993.5 4995.5 4996.8 4997.2 4997.6 4997.8 4998.8 <br /> 121 67+50 4996.8 5000. 3 5001.1 5001.4 5001.7 5001.9 5002.5 <br />I 120 70+50 4998.4 5001.1 5002.2 5002.6 5003 5003.2 5003.8 <br />119 74+50 5001.2 5003.4 5004.3 5004.7 5005.1 5005.4 5006.3 <br />118 78+30 SmIth Creek 5003.1 170 5005.2 370 5006 490 5006.3 660 5006.7 830 5007 1460 5007.8 <br /> 103 82+90 5005.1 80 5006.8 170 5007.5 220 5007.9 300 5008.3 440 5008.8 890 5009.7 <br />I 102 85+60 5008.3 5010.5 5011.1 5011.4 5011.7 5012.2 5013 <br />101 89+00 5009.3 5011.7 5012.5 5012.8 5013.2 5013.6 5014.4 <br />100 95+20 5015.6 5016.2 5016.4 5016.5 5016.6 5016.9 5017.9 <br />99 97+00 Tr I Jby Road (County Raod 34) 5016.3 80 5019.8 170 5020.4 220 5023 320 5027 450 5028.7 930 5029.3 <br /> 98 98+70 5017 5019.8 5020.4 5023 5027 5028.7 5029.3 <br />I 97.5 99+70 5017 5019.8 5020.4 5023 5027 5028.7 5029.3 <br />97 '100+50 5017 5019.8 5020.4 5023 5027 5028.7 5029.3 <br />96 104+50 5021.4 5023.8 5024.2 5024.2 5027 5028.7 5029.3 <br /> 95 1 07+30 5022.9 5024.8 5025.2 5025.5 5027.8 5028.9 5029.6 <br />I 94 110+10 5023 5025.4 5026 5026.2 5028.6 5029.1 5030.1 <br />93 112+80 5027.9 5028.9 5029.2 5029.4 5029.6 5029.7 5030.4 <br />92 115+10 5027.7 5029.5 5029.9 5030.1 5030.3 5030.6 5031.4 <br />91 118+60 5028.9 5030. 5 5031.1 5031.2 5031.4 5031.7 5032.6 <br /> 90 121+80 5030.9 5033.1 5033.5 5033. 7 5033.9 5034.2 5034.7 <br />I 89 125+10 5033.1 5034.6 160 5035.3 200 5035.5 300 5035.7 470 5036.1 1000 5036.9 <br />88 129+20 5033.8 5035.3 5035.8 5036.1 5036.4 5036.9 5037.7 <br />87 131+00 C&S Ra II reed 14 5034.7 70 5039.2 160 5040.5 200 5041 300 5041.3 470 5042.1 1030 5042.7 <br /> 86 134+50 5035.4 5039.3 5040. 5 5041 5041.3 5042.1 5042.7 <br />I 85 137+80 Sh lelds Street 5039 5039.7 5040. 7 5041.1 5041.4 5042.1 5042.8 <br />84 139+10 5040 70 5041.7 200 5042.6 350 5046.7 800 5052.2 1040 5052.6 1570 5052.8 <br />83 146+1J 5046.5 5047.1 5047.4 ~047.3 5052,2 5052.6 5052.8 <br />82 149+20 5049 5050.1 5050.3 5050.5 5052.2 5052.6 5052.8 <br /> 81 1 52+40 5051.3 5052.1 5052.5 5052.6 5052.8 5053 5053.3 <br />I 80 155+90 5054.1 5055.3 5055.5 5055.7 5056.2 5056.3 5056.6 <br />79 158+20 5055.3 5057 5057.5 5057.7 5058.1 5058.2 5058.5 <br />78 163+40 5059 5060. 4 5060.8 5061 5061.4 5061.6 5061.8 <br /> 77 165+30 5062 5063.4 5063.6 5063.7 5064 5064.1 5064.4 <br />I 76 168+10 5064.3 60 5065.8 150 5066.1 260 5066.4 380 5066.8 750 5067 1230 5067.4 <br />75 171+30 5066.6 5068.2 5068.7 5069.1 5069.8 5069.9 5070.2 <br />74 174+80 5069 5070.6 5071.3 5071.8 5072.3 5072.5 5072.9 <br /> 73 1 80+ 70 5071.7 5073.6 5074.1 5074.8 5075.4 5075.6 5075.8 <br /> 72 1 85+00 5076 5077.5 5078.2 5078.5 5078.9 5079 5079.3 <br />I 71 190+10 5079.8 5081.5 5082 5082.6 5083.2 5083.4 5083.6 <br />70 1931-20 5083.8 5084.7 5085.2 5085.5 5085.9 5086 5086.4 <br />69 1 96+60 5087 5087.9 5088. 1 5088.4 5088.7 5088.8 5089 <br /> 68 199+30 5088.6 5089.6 5089.8 5089.9 5090.2 5090.3 5090.5 <br />I 67 203+70 5090.8 5092.4 5092.7 5093.3 5093.8 5093.9 5094.2 <br />66 206+70 5093 50 5094. 5 90 5095 140 5095.3 280 5095.8 350 5096 510 5096.3 <br />I 34 <br />I <br />
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