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Last modified
1/25/2010 7:11:24 PM
Creation date
10/5/2006 2:52:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Greeley
Stream Name
Cache La Poudre River
Basin
South Platte
Title
Cache La Poudre River General Investigation Study, Greeley, CO
Date
5/1/2005
Prepared For
Greeley
Prepared By
USACE, Omaha, NE
Floodplain - Doc Type
Project
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<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 />Collect Data on Public Damages and Emergency Costs (Phase I). The economic <br />analyst will coordinate with the non-Federal sponsor(s) regarding data on previous flood <br />damages to structures and contents; data on damages previously experienced for roads, bridges, <br />sewers, and other public facilities; costs of emergency flood fighting, evacuation, temporary <br />relocation, cleanup, and public administration costs of disaster relief; and information about <br />emergency operations plans, To account for these public damages in the Corps analysis, the <br />economic analyst will determine the percentage they constitute of the historic damages to <br />structures and contents; or use the percentage of structure, content, and externality damage that <br />was determined by the Corps in a previous flood damage survey in the Omaha District. <br /> <br />Collect Sample of Land Use Data for Structures, Contents, and Externalities (Phase <br />I). Considerable land use information has already been provided from a previous study and from <br />the Sponsor; however, some additional work is required. A "windshield" land,use survey will be <br />conducted for a stratified sample of structures within the 0.002 percent chance exceedance flood <br />plain, Each structure will be located and keyed to the stationing along the Cache la Poudre <br />River. Structure type and use will be categorized and keyed to the depth,damage relationships. <br />The depreciated replacement value of each sampled structure will be updated to current price <br />levels based on its estimated size, structural elements, use, depreciation, and square foot cost <br />(keyed to RS Means for residences and Marshall and Swift for nonresidential structures). The <br />content value of the residential structures will be 50 percent of the structure value, The percent <br />to be used for the content value of nonresidential structures will be based on the type of structure <br />usage, The value of features of the property external to the main structure, such as materials or <br />equipment stored or displayed outside, parked vehicles, detached garages or storage sheds and <br />their contents, and landscaping (which are referred to collectively as externalities) will also be <br />determined, In addition, the economist will collect any additional land use data necessary not <br />collected during the reconnaissance phase, including land use for which damages would be <br />expected to be induced by any project alternatives. <br /> <br />Update all Land Use Collected From Reconnaissance Phase (Phase I). The depreciated <br />replacement value for the structures within the 0.002 percent chance exceedance floodplain will <br />be calculated based on the most current assessed value of the structures. First floor elevations <br />and ground elevations will be updated based on 1988 datum, Structure stationing will be <br />assigned to each structure based on cross,section data along the Cache la Poudre River. <br /> <br />Task 2: Flood Damaae Model <br /> <br />Modify HEC-FDA with R&U Model (Phase I). The Hydrologic Engineering Center <br />Flood Damage Analysis (HEC-FDA) model with risk and uncertainty (R&U) will be used to <br />assess flood damages to the City of Greeley, The economist will modify the HEC-FDA model to <br />develop a study configuration specific for the Greeley study. <br /> <br />Setup aud Input Data into HEC,FDA model (Phase I). The economist will input the <br />land use data collected in Task I into the HEC-FDA program. Uncertainties associated with first <br />floor and ground elevations, structure and content values, and damage curves will also be <br />identified and quantified within the HEC,FDA model for each alternative. <br /> <br />Task 3: Flood Damage Reduction Alternatives <br />20 <br />
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