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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 /> <br />. Pertinent Drainage Studies <br />. Land Use Maps <br />. Flood Insurance Study <br /> <br />E. ANALYSIS AND DESIGN CRITERIA <br /> <br />Arapahoe County <br />. Comprehensive Plan <br />. Hydrology Information on Fillmore Tributary <br />. Assessor's Maps with Drainage Facilities <br />. Orchard Road Bridge Information <br /> <br />The Major Drainageway Planning and Flood Hazard Area Delineation was performed per the terms <br />of the contract and the guidelines and criteria set forth in the Urban Storm Drainage Criteria Manual <br />(USDCM) (Reference 1). Also utilized were the Storm Drainage Design and Technical Criteria of the <br />various project sponsors. <br /> <br />City of Littleton <br />. Construction Plans for Littleton Boulevard Bridge <br />. Perti nent Drainage Studies <br />. Flood Insurance Study <br />. City and Zoning Maps <br /> <br />Subsequent to the initial data gathering and field reconnaissance work to establish watershed <br />boundaries and existing storm drainage features, the study area was divided into separate sub-watersheds <br />within the major watershed. The physical parameters (i.e., area, length, slope, and percent imperviousness) <br />of each sub-watershed were then defined and the design storm hydrographs developed for the various <br />recurrence intervals using the Colorado Urban Hydrograph Procedure (COOP, Reference 3). The design <br />rainfall information was obtained from the UD&FCD and the I hour NOAA rainfall depths (Reference 14). <br /> <br />City of Englewood <br />. Trail Plans <br /> <br />City of Greenwood Village <br />. Horseman's Park Construction Plans <br /> <br />The combining of the hydrographs, channel routing, and routing of the flood hydrographs through <br />the existing ponds were performed using the Storm Water Management Model (SWMM, Reference 2). The <br />resulting hydrology was used to define the water surface profiles for the 10-, 50-, and 100-year recurrence <br />interval storms by utilizing the United States Army Corps of Engineer's water surface profile computer <br />program (HEC- 2, Reference 15). <br /> <br />South Suburban Parks and Recreation District <br />. Non-motorized Transportation and Greenway Plan <br /> <br />F. PROJECT ADVISORY COMMITTEE <br /> <br />Colorado Department of Transportation <br />. Construction Plans for Atchinson. Topeka and Sante Fe Bridge Crossing <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Centennial Water and Sanitation District <br />. Utility Maps <br /> <br />This study is sponsored by UD&FCD, Arapahoe County, Douglas County, the City of Englewood, <br />the City of Greenwood Village, and the City of Littleton. In addition to WRC and it's sub-consultants, the <br />Project Advisory Committee for this project included the following sponsors, agencies, companies, and <br />individuals: <br /> <br />Denver Water Board <br />. Water Main Maps along Big Dry Creek alignment <br /> <br />South Englewood Sanitation District <br />. Utility Maps <br /> <br />South Arapahoe Sanitation District (Meurer & Associates) <br />. Utility Maps <br /> <br />1-3 <br />