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FLOOD10493
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Last modified
1/29/2010 10:12:11 AM
Creation date
10/29/2007 12:01:00 PM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Arapahoe
Community
Aurora
Stream Name
Upper Box Elder Creek
Basin
South Platte
Title
Upper Box Elder Creek Outfall Systems Planning Study - Alternative Evaluation Report
Date
12/1/1994
Prepared For
Aurora, Arapahoe County, Adams County, UDFCD
Prepared By
CH2M Hill
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />and <br /> <br />Estimate existing and future development condition peak discharges <br />volumes for the 2-, 5-, 10-, 50-, 100-, and 500-year storm events. <br /> <br />. <br /> <br />I <br />I <br /> <br />Evalua.te the existing channel for stability and maintenance needs under <br />future discharge conditions. <br /> <br />. <br /> <br />Section 1.0 <br /> <br />T_4.__..:I..__4.:__ <br />UIU-UUU\::uUlI <br /> <br />Develop alternative concepts and, with participation by the advisory <br />committee, refine the concepts into alternative plans. <br /> <br />. <br /> <br />Authorization <br /> <br />1.1 <br /> <br />Evaluate the advantages and disadvantages of the alternative plans with <br />consideration for capital and maintenance costs, flood control benefits, <br />implementation issues, open space, recreation, riparian areas, water quality, <br />land use, and legal issues. <br /> <br />. <br /> <br />This study was authorized by the Urban Drainage and Flood Control District (UDFCD), <br />the City of Aurora, Arapahoe County, and Adams County under UDFCD Agreement <br />No. 92-11.06 dated October 7, 1993. CH2M HILL was retained to complete the scope of <br />work summarized in Subsection 1.3. <br /> <br />The scope of work was modified on July 12, 1994 (Agreement 92-11.06A) to include a <br />Letter of Map Revision (LOMR) and FHAD on a portion of Box Elder Creek starting at <br />its confluence with Coyote Run and extending approximately 11 miles upstream. A reach <br />of Cardboard Draw extending approximately 3 miles upstream of its confluence with Box <br />Elder Creek is also included. <br /> <br />Purpose <br /> <br />The purpose of the study is to provide local jurisdictions with drainage and flood control <br />guidance in the form of an "Outfall Systems Plan" for dealing with land development <br />activities. Land development pressure is increasing in the area because of the construction <br />of Denver International Airport. This Alternative Evaluation Report will be followed by a <br />Preliminary Design Report, which will outline the design of the selected plan. <br /> <br />1.2 <br /> <br />Mapping <br /> <br />The UDFCD provided I-inch to 200 feet, 2-foot contour interval mapping of the FHAD <br />study areas. This mapping was produced by Landmark Mapping under a separate <br />agreement with UDFeD. Mapping for the remainder of the study area consisted of <br />United States Geological Survey (USGS) quadrangles. <br /> <br />Summaries of alternative plans <br /> <br />Comparisons of alternative plans <br /> <br />Background Information <br /> <br />1.5 <br /> <br />Background information provided by the sponsors and others was used to develop the <br />hydrology and alternative analyses. Information provided is identified below and is listed <br />in Section 8, References. <br /> <br />1987) (COE, 1989) <br />1990) (Aurora, 1993) <br /> <br />Urban Drainage and Flood Control District (CCWCD, <br />City of Aurora (Aurora, 1989) (Adams County, et al., <br />Arapahoe County (FEMA, 1993) <br />Adams County (FEMA, 1989) <br />Colorado Water Conservation Board (WRC, <br /> <br />. <br />. <br />. <br />. <br />. <br /> <br />1.3 Scope of Work <br /> <br />The scope of work includes a hydrologic and alternative analysis of the study area shown <br />in Figure 1-1. The scope also includes a Flood Hazard Area Delineation (FHAD) for the <br />Coyote Run Tributary. <br /> <br />1979) <br /> <br />is a summary of the scope of work: <br /> <br />Meet periodically with the project sponsors to exchange information and <br />discuss project progress and direction. <br /> <br />1.4 <br /> <br />the following: <br /> <br />and storm <br /> <br />. <br /> <br />. <br /> <br />A recommended plan <br /> <br />. <br /> <br />Following <br /> <br />. <br /> <br />includes <br /> <br />Existing and future development condition peak discharges <br />volumes <br /> <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 />I <br />I <br /> <br />The drainage and flood control guidance documented in this report <br /> <br />. <br /> <br />Project Advisory Committee <br /> <br />A project advisory committee was formed at the outset of the study to obtain input from <br />as many interested organizations as possible. In addition to the project sponsors, the <br /> <br />1.6 <br /> <br />Complete a review of all relevant data. <br /> <br />. <br /> <br />1-1 <br /> <br />:> <br /> <br />Complete a field reconnaissance. <br /> <br />. <br /> <br />DENlOO16A53.WPS <br /> <br />I <br />I <br />I <br />
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