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FLOOD07908
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Last modified
1/25/2010 7:13:08 PM
Creation date
10/5/2006 3:17:44 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
260
County
Jefferson
Community
Unincorporated Jefferson County
Basin
South Platte
Title
Major Drainageway Planning - Sanderson Gulch/Weir Gulch Volume I
Date
8/1/1972
Designation Date
12/1/1987
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />benefits such as reduction in traffic, utilities, commerce, and <br />other activity interruptions; public health hazards, stream <br />quality enhancement, and general improvement of an area, A <br />major benefit totally omitted in a dollars and cents category <br />is the benefit of park and open space areas construction in <br />conjunction with the gulch improvements, while the costs in- <br />clude all costs associated with construction of the multi- <br />purpose aspects of the project. However, the benefit/cost <br />analysis has been a valuable aid in forcing the local juris- <br />dictions and the District to choose the most economical design. <br /> <br />CONCLUSIONS <br /> <br />The unfavorable benefit/cost ratio for ~orth Sanderson Gulch <br />also indicates that the benefit/cost analysis approach is <br />wholly unsatisfactory for areas where little property damage <br />exists but considerable nuisance is encountered~ The flows <br />in North Sanderson Gulch simply are not great enough to cause <br />the extreme property damages necessary to justify a project on <br />a direct benefit/cost ratio. If the benefit/cost analysis <br />theory were applied directly to all drainage facilities, a <br />storm sewer would never be installed in any area since it seldom <br />reduces direct property damage. <br />The legal portion of the report deals with the problems of <br />irrigation ditches and storage reservoirs and methods by which <br />the public may acquire control of these and utilize them as <br />assets to the overall drainage system. <br /> <br />The majority of the drainage improvements on Sanderson and Weir <br />Gulches may be justified on a benefit/cost ratio recognizing <br />only the direct benefits due to reduction in flood damage <br />potential. Additional fringe benefits simply enhance the <br />benefits of the project. North Sanderson Gulch, North weir <br />Gulch, and South Weir Gulch, must be looked upon as improve- <br />ments necessary for the orderly development of the area, <br />Implementation of the entire master plan will assure functioning <br />of the total major drainage system during major storm occurrences. <br /> <br />Current technology in the field of hydrology and hydraulics <br />has given engineers the tools to forecast with reasonable <br />accuracy both the magnitude and the effect of storm runoff <br />on unbanized drainageways, The devastating economic and <br />social impact which major floods may have on a community <br />is unquestionable. However, the random fashion in which <br />storms occur makes it impossible to forecast with certainty <br />when a major flood will occur. Postponing major drainage <br />improvements is gambling against the occurrence of a major <br />flood. <br /> <br />The design criteria developed for this study is specific to <br />the individual gulches studied. It is the result of the input <br />from the local entities involved ~nd the Urban Drainage and <br />Flood Control District. <br /> <br />The master plan presented in Volume II of this report in the <br />form of plan and profile sheets is of sufficient detail to allow <br />for segmental implementation of the plan with complete assurance <br />that the individual portions will fit in with the overall <br />project when completed. The master plan is sufficiently accurate <br />to act as a basic plan for detailed construction plan and <br />specifications preparation. Agencies must rem~in flexible <br />in their uSe of the master plan, as revisions will often be <br />beneficial due to changing circumstances, In areas designated <br />for flood plain ?Oning actual back"..ater profiles have been <br />calculated to assure flood plain zoning areas that would be <br />acceptable to the State water Conservation Board. <br /> <br />The estimated costs presented are based upon present day con- <br />struction costs and are tabulated in such a manner as to allow <br />distribution of costs to the organizatiOn receiving the benefit <br />from the particular improvements. The sequence of implementa- <br />tion proposes methods by which th", improvcl1\f)nts may proceed On <br />d step by step basis as funds become available with the assurance <br />that the most critical areas are completed first. <br /> <br />-126- <br /> <br />-127- <br />
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