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FLOOD00689
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Last modified
11/23/2009 1:21:34 PM
Creation date
10/4/2006 9:25:22 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
136
County
Arapahoe
Community
Littleton
Stream Name
Slaughterhouse Gulch
Title
Major Drainageway Planning - Slaughterhouse Gulch, Littleton
Date
5/1/1974
Designation Date
5/1/1979
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />! 11 <br /> <br />SECTION V <br />FLOOD DAMAGE - BENEFIT ANALYSIS <br /> <br />The flood damage or benefit analysis is one part of the benefit/ <br />cost evaluation completed in the Slaughterhouse Gulch planning <br />work. Benefits are generally described as the reduction in <br />potential damage resulting from improvements or actions taken to <br />improve the facility under consideration. In connection with <br />Slaughterhouse Gulch, the benefits considered are those which <br />would be derived from the expenditure of a certain sum of money <br />in improvements or from the results of land use controls, which, <br />in effect, would reduce the potential damage due to flooding <br />under the existing channel conditions. <br /> <br />The theory behind the benefit evaluation and the total benefit/ <br />cost analysis procedure, as well as the application to urban <br />storm drainage projects, is well covered in the text, Economics <br />of Water Resources Plannin~, by L. Douglas James and Robert L. <br />Lee, pub11shed by McGraw Hlll in 1971. <br /> <br />~ <br /> <br />The first step in completing a benefit evaluation is the deter- <br />mination of the existing damage potential for a stream. This <br />is done by computing the water surface profiles for a minimum <br />of three flood events. Using depth-damage relationships char- <br />acteristic of the area within the flood plain, the dollar damage <br />figures for each storm event are calculated and plotted on a <br />graph of dollar damage versus percent probability or return <br />frequency of the storm event. Evaluating the area beneath the <br />plotted curve gives the average annual damage potential charact- <br />eristic of the channel reach under consideration. This was the <br />procedure followed in the determination of the damage potential <br />characteristic of Slaughterhouse Gulch. <br /> <br />To simplify the determination of property damages associates with <br />flooding, one depth-damage curve for single family residential <br />property was derived. The typical house type was considered to <br />be a multi-level design with a walk-out basement level and a <br />foyer entrance. From assessed evaluations available in the <br />areas adjoining the gulch, the average value of the houses and <br />property was assumed to be $32,200. Subtracting an assumed lot <br />value of $7,000 from the assessed evaluation gave an average <br />structural value of approximately $25,200. Similar figures were <br />determined for apartment houses and commercial structures. <br /> <br />The contents of each housing unit were set at $8,000 per unit. <br />Using these values and the depth-damage curves developed by the <br />Corps of Engineers for the Federal Insurance Administration as <br />a basis, a special depth-damage curve was determined for <br />Slaughterhouse Gulch. Computing damages was then a matter of <br />determining the number of houses flooded and the depth of inun- <br />dation. <br /> <br />V-I <br />
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