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FLOOD10420
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Last modified
1/29/2010 10:15:26 AM
Creation date
8/16/2007 10:57:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Broomfield
Weld
Community
Broomfield, Westminster and Thornton
Stream Name
Lower Big Dry Creek
Title
Lower Big Dry Creek Hydrology Study
Date
6/1/2005
Prepared For
Big Dry Creek Watershed Association
Prepared By
Wright Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />- <br /> <br />11 <br />II <br />11 <br />11 <br />il <br />il <br />il <br /> <br />;1 <br />:1 <br />:1 <br />:1 <br />:1 <br />:1 <br />]1 <br />II <br />II <br />11 <br />II <br />II <br /> <br />Lower Big Dry Creek Hydrologic Study <br /> <br />For the most part, key findings from these reports relevant to this study were condensed and <br />summarized in the Big Dry Creek Watershed Management Plan (WWE 2002), which was <br />developed to provide a comprehensive framework for the activities of the BDCW A. The Plan <br />condensed the findings of over five years of work by the BDCW A and was developed in <br />conformity with the U.S. Environmental Protection Agency's (EPA's) Watershed Restoration <br />Action Strategy (WRAS) guidelines. The Plan covers a broad range of topics including targeting <br />(characterizing) current watershed conditions, identifying measures to protect and restore the <br />watershed, and identifying the methods used to evaluate the watershed and activities of the <br />BDCW A. Five out of the ten conclusions in the Plan addressed hydrologic concerns as key <br />priorities for the wllltershed, including hydrologic effects of erosion, sedimentation and <br />streambank stability in the lower portion of the watershed. Several key excerpts from the <br />Watershed Plan are repeated below because they provide good background information for this <br />project. <br /> <br />A key excerpt from the Big Dry Creek Stream Survey (WWE 2000), which covered the entire <br />length of Big Dry Creek at a "macro" level, follows as quoted in the Big Dry Creek Watershed <br />Management Plan: <br /> <br />During 1998-1999, non-point sources of pollution, particularly erosion and <br />sedimentation, were identified as an area in need of more study with regard to <br />developing an overall understanding of water quality conditions in Big Dry Creek. In <br />response to this need, an engineering stream survey of Big Dry Creek, including both <br />field and office research, was conducted by Wright Water Engineers (WWE) under a <br />319 grant to identify key areas subject to erosion and sedimentation and other non- <br />point sources of pollution. Aerial photography, videography and interviews with <br />watershed residents and city staff were used to focus on portions of Big Dry Creek <br />that were believed to be of highest priority with regard to erosion and sedimentation. <br /> <br />Based on field surveys and evaluation of available data, some of the key conclusions <br />regarding the geomorphology of Big Dry Creek in the WWE (2000) report included: <br /> <br />. As a whole, the main stem of Big Dry Creek is not experiencing excessive <br />sedimentation and erosion; however, there are localized areas in both the urban <br />and agricultural areas where erosion is occurring and where improvements can <br />be made. <br /> <br />. Big Dry Creek is now a perennial stream that is subject to erosion of outside <br />bends of the channel. The creek has some extreme bends with several oxbow type <br /> <br />971-179.092 <br />June 2005 <br /> <br />Wright Water Engineers, Inc. <br /> <br />Page 21 <br />
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