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<br /> <br />I <br />I <br />I <br /> <br />Urban Drainage and Flood Control District <br /> <br />. Bridges and Culverts Photos <br />. Bridges and Culverts Survey Data <br />. Monument Records <br />. Aerial Photos <br />. Contour Maps <br /> <br />I <br />I <br />I <br />I <br />I I <br /> <br />Douglas County <br /> <br />. Land Ownership Maps <br />. Pertinent Drainage Studies <br />. Land Use Maps <br />. Flood Insurance Study <br /> <br />Chatfield Basin Conservation Network <br /> <br />. Conservation Network Concept Plan <br /> <br />Colorado Department of Transportation <br /> <br />. Douglas County "2015 Transportation Plan" <br /> <br />Denver Water Board <br /> <br />I <br />I <br /> <br />. Water Main Maps along Plum Creek Alignment <br /> <br />E_ ANALYSIS AND DESIGN CRITERIA <br /> <br />I <br />I <br /> <br />The Outfall Systems Planning and Flood Hazard Area Delineation was performed per the terms of the contract <br />and the guidelines and criteria set forth in the Urban Storm Drainage Criteria Manual (USDCM) (Reference-12). Also <br />utilized was the Douglas County Storm Drainage Design and Technical Criteria (DCSDD&TC, Reference-3). <br /> <br />I <br />I <br /> <br />Subsequent to the initial data gathering and field reconnaissance work to establish watershed boundaries and <br />existing storm drainage features, the study area was divided into separate sub-watersheds within the major watershed. <br />The physical parameters (i.e_, area, length, slope, and percent imperviousness) of each sub.watershed were then defined <br />and the design storm hydrographs developed for the various recurrence intervals using the Colorado Urban Hydrograph <br />Procedure (CUHP, Reference-2). The design rainfall information was obtained from the DCSDD&TC (Reference-3) and <br />the 1 hour NOAA rainfall depths (Reference-4). <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />The combining of the hydrographs, channel routing, and routing of the flood hydrographs were performed using <br />the Storm Water Management Model (SWMM, Reference-5). The resulting hydrology was used to define the water <br />surface profiles for the 10.,50-, 100-, and 500-year recurrence interval storms by utilizing the United States Army Corps <br />of Engineer's water surface profile computer program HECRAS (References 6-9)_ <br /> <br />F_ PROJECT ADVISORY COMMITTEE <br /> <br />This study is sponsored by the UD&FCD and Douglas County. In addition to WRC and it's sub-consultants, the <br /> <br /> <br />Project Advisol)' Comminee for this project included the following sponsors, agencies, companies, and individuals: <br /> <br />ORGANIZATION <br /> <br />UD&FCD <br /> <br />Douglas County <br /> <br />Colorado Department of Transportation <br /> <br />Chatfield Basin Network <br /> <br />PERSON <br /> <br />Mr. Ben Urbonas, P.E_ <br />Mr. Bill DeGroot, P.E. <br />Mr. John Doerfer <br /> <br />Mr_ Brad Robenstein <br />Mr. Jim Dederick <br />Mr. Toby Sprunk <br /> <br />Mr. Amanullah Mommandi <br /> <br />Mr. Paul Hellmund <br /> <br />Also invited to participate in the progress meetings for this project were the following entities: <br /> <br />Highlands Ranch Metropolitan District <br />Colorado Division of Wildlife <br />U 5. Army Corps of Engineers <br />U.S_ Environmental Protection Agency <br />Colorado Water Quality Control Division <br />Colorado Water Conservation Board <br />Federal Emergency Management Agency <br />Colorado Division of Water Resources <br />Town of Castle Rock <br />Denver Water Board <br />Denver Regional Council of Governments <br />Chatfield Basin Water Quality Authority <br />Colorado Division of Parks and Outdoor Recreation <br />U.S. Fish and Wildlife Service <br />Castle Pines Metropolitan District <br /> <br />1.3 <br /> <br />