My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03503
CWCB
>
Floodplain Documents
>
Backfile
>
3001-4000
>
FLOOD03503
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:27:29 PM
Creation date
10/4/2006 11:49:04 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Golden
Stream Name
Tucker Gulch, Kenneys Run
Basin
South Platte
Title
Major Drainageway Planning
Date
9/1/1983
Prepared For
Golden, Jefferson County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
74
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Selection of Phase B Plan <br /> <br />Once the above alternatives had been properly screened to determine the most <br />feasible flood control solutions, specific alternative plans were identified <br />within each study reach for evaluating the benefits and costs of implementing <br />the various plans. <br /> <br />Benefit/Cost Analysis <br /> <br />The Phase A Report presents detailed information regarding the economic <br />feasibility of various flood control alternatives and identifies secondary and <br />intangible benefits which are not quantifiable in terms of dollars. These <br />decision-making factors were considered carefully by the study team in presen- <br />ti ng recommended a lternat i ve plans in the Phase A Report. The recommended <br />plans were reviewed by the Urban Drainage and Flood Control District, the City <br />of Golden, and Jefferson County. A formal presentat i on of the recommended <br />plan was made to the Golden City Council to aid with final decision-making. <br />After a period of deliberation, the decision was made by the entities involved <br />to accept the consultant's recommendation and select the plan shown on Figure <br />V-2 for further study in Phase B. Specific direction was given to the <br />consultant (Muller Engineering Company, Inc.) by the Urban Drainage and Flood <br />Control District to proceed with the Phase B study. The "Selected Phase B <br />Plan" was outlined by the Urban Drainage and Flood Control District in a <br />written statement dated April, 1983, and is presented in Appendix A of this <br />report. <br /> <br />A key part of the Phase A study was evaluating the relative economic merits of <br />the various alternative plans selected during the initial screening process. <br />The benefit/cost analysis compares the tangible benefits expected from an <br />alternative flood control plan with the estimated cost of implementing the <br />plan. Tangible benefits are estimated in terms of dollars saved in annual <br />flood losses as compared with the "do nothing" alternative or base line <br />condition. <br /> <br />The benefit/cost analysis for Tucker Gulch showed unfavorable economic compar- <br />isons for the alternative plans studied. For the lower reach of Tucker Gulch <br />from State Highway #58 to the Clear Creek confluence, a benefit/cost (B/C) <br />ratio of 0.37 was estimated. For subsequent reaches upstream, even lower B/C <br />ratios were estimated as a result of the existing floodplain being undevel- <br />oped. Improvement of the State Highway #93 crossing of Cressmans Gulch was <br />estimated to be economically favorable with a B/C ratio of 1.33. <br /> <br />The benefit/cost analysis for Kenneys Run showed favorable economic compari- <br />sons for certain alternatives. A special analysis was conducted for alterna- <br />tives involving detention, since a detention alternative being studied within <br />a given study reach would result in benefits to downstream study reaches. The <br />B/C ana lys is suggested that the best economi c pl an woul d be one i nvo 1 vi ng <br />stormwater detent i on with selected downstream improvements. A B/C rat i 0 of <br />1.01 was estimated for the recommended alternatives. <br /> <br />V-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.