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FLOOD10485
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Last modified
1/29/2010 10:12:10 AM
Creation date
10/23/2007 11:23:18 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Stream Name
Big Dry Creek
Basin
South Platte
Title
Big Dry Creek (Arapco) & Tributaries - Major Drainageway Planning - Phase B Preliminary Design Report
Date
4/1/1998
Prepared For
Arapahoe County, Douglas County, Englewood, Greenwood Village, Littleton, UDFCD
Prepared By
WRC Engineering, Inc.
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
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<br />I <br /> <br />South Suburban Parks and Recreation District <br />. Non-motorized Transportation and Greenway Plan <br /> <br />identify <br /> <br />to <br /> <br />and <br /> <br />values <br /> <br />to determine channel roughness <br /> <br />performed <br /> <br />investigation was <br /> <br />field <br /> <br />A <br /> <br />I <br /> <br />The information gathered included channel geometry and <br /> <br />potentially sensitive environmental areas. <br /> <br />Colorado Department of Transportation <br />. Construction Plans for Atchinson, Topeka and Sante Fe Bridge Crossing <br /> <br />and photographs of the facilities and channel <br /> <br />drainage structures <br /> <br />roughness, <br /> <br />,I <br /> <br />INFORMATION PROCUREMENT <br /> <br />D, <br /> <br />I <br /> <br />Water Board <br />Water Main Maps along Big Dry Creek alignment <br /> <br />Denver <br />. <br /> <br />where available, were provided <br /> <br />Maps of existing drainage facilities and previous drainage studies, <br /> <br />the process of this study, <br /> <br />During <br /> <br />study participants. <br /> <br />by <br />several agencies, organizations and individuals <br /> <br />the <br /> <br />(WRC) <br /> <br />Inc. <br /> <br />WRC Engineering, <br /> <br />to <br /> <br />I <br /> <br />Centennial Water and Sanitation District <br />. Utility Maps <br /> <br />staff to obtain data and <br /> <br />were contacted by WRC <br /> <br />ist of contributors and <br /> <br />IS a <br /> <br />regarding storm drainage within the study area. The following <br /> <br />history <br /> <br />I, <br /> <br />South Englewood Sanitation District <br />. Utility Maps <br /> <br />the pertinent data obtained <br /> <br />Urban Drainage and Flood Control District <br /> <br />Lehow A venue Bridge Information <br />Aerial Photos <br /> <br />. <br />. <br /> <br />I' <br /> <br />South Arapahoe Sanitation District (Meurer & Associates) <br />. Utility Maps <br /> <br />ANALYSIS AND DESIGN CRITERIA <br /> <br />E. <br /> <br />Douglas County <br />. Land Ownership Maps <br />. Detention Pond Grading Plans <br />. Pertinent Drainage Studies <br />. Land Use Maps <br />. Flood Insurance Study <br /> <br />II <br /> <br />:1 <br /> <br />I, <br /> <br />The Major Drainageway Plannmg and Flood Hazard Area Delineation was performed per the terms <br /> <br />of the contract and the guidelines and criteria set forth in the Urban Storm Drainage Criteria Manual <br /> <br />Also utilized were the storm drainage design and technical criteria of the <br /> <br />). <br /> <br />various project sponsors. <br /> <br />(USDCM) (Reference <br /> <br />Arapahoe County <br />. Comprehensive Plan <br />. Hydrology Information on Fillmore Tributary <br />. Assessor's Maps with <br />. Orchard Road Bridge <br /> <br />I <br /> <br />Drainage Facilities <br />Information <br /> <br />I' <br /> <br />to establish watershed <br /> <br />reconnaissance work <br /> <br />initial data gathering and field <br /> <br />the <br /> <br />Subsequent to <br /> <br />City of Littleton <br />. Construction Plans for Littleton Boulevard Bridge <br /> <br />I <br /> <br />the study area was divided into separate sub- <br /> <br />drainage features, <br />watershed <br /> <br />storm <br /> <br />boundaries and existing <br /> <br />I <br /> <br />slope, and <br /> <br />length, <br /> <br />(i.e.. area, <br /> <br />The physical parameters <br /> <br />the major <br /> <br />within <br /> <br />watersheds <br /> <br />Pertinent Drainage Studies <br />Flood Insurance Study <br />City and Zoning Maps <br /> <br />. <br /> <br />. <br />. <br /> <br />mperviousness) of each sub-watershed were then defined and the design storm hydrographs <br /> <br />percent <br />developed for the various recurrence <br /> <br />:1 <br /> <br />the Colorado Urban Hydrograph Procedure <br /> <br />the UD&FCD and the <br /> <br />intervals using <br />information was obtained from <br /> <br />The design rainfal <br /> <br />(CUHP, Reference 3) <br /> <br />City of Englewood <br />. Trail Plans <br /> <br />I <br /> <br />4) <br /> <br />depths (Reference <br /> <br />rainfall <br /> <br />hour NOAA <br /> <br />City of Greenwood Village <br />. Horseman's Park Construction Plans <br /> <br />I <br /> <br />1-3 <br /> <br />I <br /> <br />I <br />
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