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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 />UDFCD authorized the Phase II Initial Reconnaissance Study to estimate the <br />distribution of flooding in West Valley downstream of Highway 36 to the area of <br />the Wellman Ditch. For the purposes of the Phase II study, the Corps' hydrology <br />was not changed upstream of Highway 36 other than modifications to better reflect <br />floodplain routing downstream of the mountains. All new basins and routing <br />elements were inserted into the hydrology model for the Viele Basin and the area <br />downstream of Highway 36. <br /> <br />Also, since questions regarding hydrology had been raised by the sponsors and by <br />our work, requests to the Corps were made to obtain background data, basin <br />mapping, and verification studies. A watershed basin map for the area near and <br />above Gross Reservoir and a mem.orandum discussing model parameter sensitivity <br />testing and rainfall were received. <br /> <br />OBJECTIVES OF THIS STUDY <br /> <br />The primary objective of this study is to prepare a new hydrologic analysis of the <br />South Boulder Creek Watershed. <br /> <br />The initial use will be for the evaluation of flood damage mitigation alternatives for <br />the reach of South Boulder Creek from Highway 93 to Boulder Creek. <br /> <br />Ultimate uses of the study will be for base hydrology for UDFCD flood hazard <br />delineation studies (FHAD). FEMA Flood Insurance Rate Maps (FIRM). and planning <br />of road and bridge improvements, channel modifications, and flood control <br />structures. The hydrology should meet the requirements of the "Rules and <br />Regulations for the Designation of Floodplains and of Storm or Flood Water Runoff <br />Channels in Colorado" by CWCB and FEMA's "Guidelines and Specifications for <br />Study Contractors." <br /> <br />SIMPLIFIED SCOPE <br /> <br />This effort is focused on: <br /> <br />1. Determining the design rainfall from NOAA references that is most <br />appropriate for the South Boulder Creek watershed, particularly on the South <br />Boulder watercourse from Highway 93 downstream to Boulder Creek. <br /> <br />2. Checking the Corps' SWMM runoff model upstream of Gross Reservoir, <br />especially with respect to runoff area and infiltration characteristics. <br /> <br />3. Reconstructing the model, especially from just upstream of Highway 93 to <br />Highway 36, using the City and County database (detailed topographic <br /> <br />1-5 <br />