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FLOOD08571
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Last modified
1/25/2010 7:14:56 PM
Creation date
10/5/2006 3:44:44 AM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
West Vine Drainage Basin
Basin
South Platte
Title
Major Drainageway Planning
Date
12/1/1980
Prepared For
Fort Collins
Prepared By
Engineering Professionals
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />Table <br />NO. <br /> <br />l. <br />2 . <br />3- <br />4" <br />5 . <br />, . <br /> <br />, . <br />8 . <br />9 . <br />10. <br /> <br />11. <br /> <br />12. <br /> <br />u" <br /> <br />". <br /> <br />15. <br /> <br />lC <br />"" <br />1 8 . <br />1 9 . <br />2 0 . <br />2l. <br />22. <br />23- <br />"" <br />2''- <br />26. <br />27- <br />28. <br /> <br />TABLES <br /> <br />Description <br /> <br />Design Rainfall <br />Hydrologic Summary <br />Hydraulic Study Reaches <br />Floodplain Data Table <br />Damage Category Evaluation <br />Baseline Frequency - Damaqe Relationships <br />by Re<1ch <br />Alternative Descriptions <br />Unit Construction Costs <br />Costs By Reach <br />Detailed Construction Cost Estin~te <br />(2 Yr. Conveyance) <br />Detailed Construction Cost Estimate <br />(25 Yr. Conveyance] <br />Detailed Construction Cost Estimate <br />(1 Pond) <br />Detailed Construction Cost Estimate <br />(3 Ponds) <br />Residual Damages by Frequency and R~ch <br />Net Benefit b~' Reach <br />Matrix Analysis of Altern<1tives <br />(50 Yr. Salvage Value] <br />(Inconw)TIience During Construction) <br /> <br />:-!atrix Analysis <br />Matrix Analysis <br />,'latrix Analysis <br />Matrix Analysis <br />Matrix l'm...lysis <br />~ja trix Analysis <br /> <br />(Ease of Phasiny) <br />(Risk to Life for 100 Yr. Storm) <br />(Liability of Future Development) <br />(Public Sentiment) <br />:-l...trix Anulysis (Incentive for Development) <br />Matrix ;,naly"i5 (conseqmmcE> of Failure) <br />rri~e Alternative Phasing Plan <br />~ffec~ of rac~lity Removul On Paak nisehargc <br />1.ocal Inflow Fraction of Ch<<nnel Design Capacity <br />:';nimproved reloading tJumilg~'s fnr Exb,ting and <br />Developed Basins <br /> <br />'u <br /> <br />Page <br /> <br />Figure <br />NO. <br /> <br />15 <br /> <br />23 <br />28 <br />34 <br />52 <br />60 <br /> <br />l. <br />2. <br />3. <br />4. <br />5. <br />6. <br />,. <br />8 . <br />9. <br />10. <br />ll. <br />12. <br />13. <br />14. <br />15. <br /> <br />" <br />" <br />" <br />n <br /> <br />78 <br /> <br />" <br /> <br />80 <br /> <br />83 <br />'4 <br />" <br />'" <br />B9 <br />90 <br />91 <br />92 <br />" <br />94 <br />95 <br />101 <br />lOJ <br />104 <br />10 ~ <br /> <br />16. <br />17. <br />18. <br />19. <br /> <br />20. <br /> <br />n. <br /> <br />n <br /> <br />23. <br /> <br />". <br /> <br />FIGURES <br /> <br />Description <br /> <br />Drainage Basin Vicinity Map <br />Discharge Profile Existing Basin <br /> <br />Discharge P~ofile <br /> <br />Developed Basin <br /> <br />2 Yr. and 100 Yr. Storm Hydrograph at C&S R.R. <br />Reach Location Map <br />100 Yr. Floodplain <br />100 Yr. Floodplain <br />100 Yr. Floodplain <br />100 Yr. Floodplain <br />100 Yr. Floodplain <br />Water Surface Profiles <br />Water Surface Profiles <br />Water Surface Profiles <br />Water Surface Profiles <br />Water Surface Profiles <br />Water Surfilce Profiles <br /> <br />~~nual Damage By Reach <br />Baseline Damages VB. Exceedanc~ Prob...b~l~ty <br />Recommended Drain~gc Improvement Pl~n & Profile <br />Sheets <br />Ret.'Ommend"d Drainage Improvement Plan" <'rofi le <br />Sheets <br />Recommended Drainage Improvement Plan" Profile <br />Sheets <br />Recommended urainage Improvement Plan & Profile <br />Sheets <br /> <br />Recummended Drair><lqe In'provei\u,nt Plan;' profile <br />Sheets <br />Reeow~nded DrDin~qe Improvement ~lon " Profile <br />Sh.-ets <br /> <br />iv <br /> <br />Page <br /> <br />5 <br /> <br />20 <br />n <br />24 <br />" <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />" <br /> <br />59 <br /> <br />108 <br /> <br />100 <br /> <br />108 <br /> <br />109 <br /> <br />110 <br /> <br />111 <br />
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