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<br />. <br />. <br />11. <br />. <br />. <br />. <br />. <br />! . <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />I . <br /> <br />, <br /> <br />I <br /> <br />~TAGGART <br />~, EflGlNEEAING ASSOCtATES, INC. <br />2480 West 26th Avenue. Suite 340-8 . Denver, Colorado 80211 . (303) 455-3600 . FAX (303) 455-9929 <br /> <br />December 18, 1996 <br /> <br />Mr. Bill DeGroot <br />Chief, Floodplain Management <br />Urban Drainage and Flood Control District <br />2480 West 26th Avenue, Suite 156B <br />Denver, CO 80211 <br /> <br />RE: Evaluation of Certain Engineering Studies of South Boulder Creek, From Upstream of <br />Highway 93 to Downstream of South Boulder Road, Phase I <br /> <br />Dear Mr. DeGroot: <br /> <br />We have reviewed the Flood Hazard Delineation (FHADl - South Boulder Creek, Greenhorne <br />and O'Mara (G&O), July 1986 for the Urban Drainage and Flood Control District (UDFCDl, <br />and Boulder County (County); and the FloodDlain Analvsis of South Boulder Creek at the <br />Flatirons ProDertv in Boulder Countv, Love & Associates, Inc. (Love), 1996. Our evaluation <br />was to determine which of these two studies was more appropriate to use, with or without <br />modification, for South Boulder Creek floodplain management efforts in the reach from <br />upstream of State Highway 93 to just below South Boulder Road. <br /> <br />For the purposes of our analysis, the 100-year storm hydrology, originally prepared by the <br />U.S. Army Corps of Engineers (Corps) and used in the G&O FHAD was assumed. We <br />obtained a copy of the Corps' model and were able to determine a more detailed distribution <br />of the flow from the tributaries, such as Viele and along the floodplain. The hydraulic <br />models used in our analysis were largely based on current topographic conditions including <br />the Flatirons Pit area and levees. <br /> <br />It is important to note that the G&O and Love studies were done for different purposes. The <br />G&O study was a general floodplain delineation study of South Boulder Creek from the C&S <br />Railroad upstream into the canyon. The Love study was intended to identify conservative <br />flood hazards associated with the Flatirons gravel mining property, as a part of due diligence <br />investigations initiated by the University of Colorado (CU). Most of Love's effort focused <br />on the short reach from the upstream side of the Flatiron's Levee to Highway 36. <br /> <br />The Love study identified a spill from South Boulder Creek that could overflow U.S. 36 into <br />existing neighborhoods on the west side of the South Boulder Valley. Previous studies <br />(G&O, R.W. Beck, Corps of Engineers) reflected the potential for this, but did not include any <br />details on flows, probabilities, areas of flooding, and the potential hazards. <br /> <br />BACKGROUND <br /> <br />Prior studies don't adequately explain the hazards of the changing alluvial floodplain. South <br />Boulder Creek historically created an alluvial fan forming a wide valley bottom over a mile <br /> <br />Hydrology. Hydraulics. Sediment Transport . <br />CIVil Engineering for Flood Control. Waterways, Water Supply and Parks. <br />Environmental Mitigation . ForenSIC Services . <br />