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FLOOD09485
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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 12. Ex' st, ng CondItIon F J ood EJ evat Jon Data, Stanton Creek. <br /> 2-Year 5-Ye ar 1 a-Year 50-Year 100-Ye.r 500-Year <br />I Streambed 1"1000 t-JOOCl 1-1000 t-load 1-100<l t-IOOCl <br />Re 1erence ElevatIon 01 scharge Elevation 01 scharge ElevatIon 01 scharge EI evatlon DIscharge Elevetton DIscharge EI evatlon Olscharge ElevatIon <br />PoInt StatIon LocatIon (f t MSLl (cfsl (ft MSLl lcfs) 1ft MSU lcfs) (ft MSLl (cfs) (ft MSLl (cfsl (ft MSLl (cfs) (ft MSL> <br />I 1 3+20 4880.0 80 4884.8 150 4892 220 4892.8 450 4894.2 670 4895.1 1380 4896.8 <br />2 6+85 4881.8 4884.8 4892 4892.8 4894.2 4895.1 4896.8 <br />3 9+15 4883. 5 4884.8 4892 4892.8 4894.2 4895.1 4896.8 <br /> 4 10+55 4884.5 4886.4 4892 4892.8 4894.2 4895.1 4896.8 <br />I 5 12+85 4885.2 4887.3 4892 4892.8 4894.2 4895.1 4896.8 <br />6 14+15 4886 4888. 3 4892 4892.8 4894.2 4895.1 4896.8 <br />7 16+35 4888.8 4890.6 4892.1 4892.9 4894.4 4895.4 4897.3 <br /> 8 19+35 4892 4893.4 4893.8 4894 4894.9 4895.6 4897.4 <br /> 9 21+65 4894 4896.9 4897.7 4898.4 4898.9 4901 4902.3 <br />I 10 23+90 4895.9 4898. 5 4899.1 4899.7 4900.8 4902.1 4902.4 <br />11 27+65 4899.8 4901.4 4901.9 4902.2 4903 4903.7 4905.3 <br />12 32+05 4901.2 4903.9 4904.6 4905.1 4906.4 4907.5 4909. 8 <br /> 13 36+15 4907.5 70 4908.9 125 4909.3 195 4909.7 375 4910.5 600 4911.3 1260 4913.4 <br />I 14 38+35 4909.3 4911.2 4911.8 4912.3 4913.2 4914.2 4915.8 <br />15 40+45 4912.5 4914.3 4914.7 4915 4915.8 4916.2 4917.4 <br />16 44+65 491g 4920.6 4921 4921.3 4921.8 4922.4 4923.4 <br /> 17 46+50 4919.6 4921.9 4922. 4 4922.8 4923.6 4924 4925 <br /> 18 46+85 Pr Ivate CrossIng 4921 4927.5 4927.6 4927.8 4928 4928.2 4928.6 <br />I 19 47+20 4922 4927.7 4927.8 4928 4928.3 4928.6 4929.2 <br />20 48+70 4922.6 4927.7 4927.8 4928 4928.3 4928.6 4929.2 <br />21 50+90 4923 4927.7 4927.8 4928 4928.3 4928.6 4929.2 <br /> 22 56+90 4926 4927.7 4927.9 4928.1 4928.5 4928.9 4929.9 <br />I 23 61+15 4926.5 4928.3 4928.6 4929.1 4929.6 4930.2 4931.4 <br />24 65+75 4928.4 4931.1 4931.6 4932.2 4933 4933.8 4935.1 <br />25 67+80 4930.5 60 4932.5 100 4933 170 4933.6 300 4934.4 530 4935.3 1140 4936.6 <br />I Table 13. Developed CondItIon Flood ElevatIon Oata, Stanton Creek. <br />I 2-Year 5-Ye ar 1 a-Year 50-Year lOa-Year 500-Year <br /> Stre,""bed 1-1000 rlooa I"IOOCl t-Jooa 1-1000 t-IOOd <br /> Reference ElevatIon Of scharge ElevatIon DIscharge Elevatton 01 scharge ElevatIon Discharge ElevatIon DIscharge ElevatIon DIscharge ElevatIon <br /> PoInt Station Locatlon 1ft MSL) lcfsl If t MSL) (cfsl (f t MSLl lcfsl 1ft MSL> lcfsl 1ft MSLl lcfs) 1ft MSLl lcfs) 1ft MSL> <br />I <br />1 3+20 4880 160 4882.5 190 4892.8 400 4893.3 580 4894.6 870 4896.4 1770 4898. 5 <br /> 2 6+85 4881.8 4884.2 4892.8 4893.3 4894.6 4896.4 4898.5 <br />I 3 9+15 4883.5 4885.7 4892.8 4893.3 4894.6 4896.4 4898.5 <br />4 10+55 4864.5 4886.8 4892.8 4893.3 4894.6 4896.4 4898.5 <br />5 12+85 4885.2 4887.9 4892.8 4893.3 4894.6 4896.4 4898.5 <br /> 6 14+15 4886 4889 4892.8 4893.3 4894.6 4896.4 4898.5 <br />I 7 16+35 4888.8 4891.2 4892.9 4893.6 4894.9 4896.6 4898.9 <br />8 19+35 4892 4894 4893. 8 4894.7 4895.3 4896.6 4898.5 <br />9 21+65 4894 4897.4 4897.6 4898.6 4899.5 4901 4902.7 <br />10 23+90 4895.9 4899.1 4899.5 4900.6 4901.4 4902.1 4903 <br /> 11 27+65 4899.8 4901.9 4902.1 4902.8 4903.5 4904.3 4905.9 <br />I 12 32+05 4901.2 4904.7 4904.9 4906.1 4907.1 4907.8 4910.7 <br />13 36+15 4907.5 120 4909.2 170 4909. 5 310 4910.2 535 4911.1 795 4911.9 1655 4914.5 <br />14 38+35 4909.3 4911.8 4912.2 4912.9 4913.8 4914.8 4916.5 <br /> 15 40+45 4912.5 4914.6 4914.9 4915.4 4916.1 4916.6 4918 <br />I 16 44+65 4919 4921 4921.2 4921.7 4922.2 4922.7 4924.1 <br />17 46+50 4919.6 4922.4 4922.7 4923.3 4923.9 4924.3 4925.5 <br />18 46+85 PrIvate CrossIng 4921 4927.6 4927.7 4927.9 4928.1 4928.3 4928.9 <br />19 47+20 4922 4927.8 4927.9 4928.2 4928.5 4928.8 4929.5 <br /> 20 48+70 4922.6 4927.8 4927.9 4928.2 4928.5 4928.8 4929.5 <br />I 21 50+90 4923 4927.8 4927.9 4928.2 4928.5 4928.8 4929.5 <br />22 56+90 4926 4927.8 4928 4928.3 4928.8 4929.2 4930.5 <br />23 61+15 4926.5 4928.6 4929 4929.4 4930.1 4930.6 4932 <br /> 24 65+75 4928.4 4931.5 4932 4932.6 4933.7 4934.2 4936.8 <br />I 25 67+80 4930.5 80 4932.8 150 4933.5 220 4934 490 4935.1 720 4935.9 1540 4938.3 <br /> 33 <br />I <br />
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