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<br />~ <br /> <br />w~C' !;NGIN!;!;~ING, I~C. <br /> <br />Mr. Bill DeGroot, PE <br />WRC File: 2048/21 <br />September 28, 2001 <br />Page 2 <br /> <br />November 9, 2001 <br /> <br />floodplain limits delineated herein, except Plum Creek itself, are based upon future flood hydrology and current channel <br />conditions, The floodplain limits for Plum Creek utilize the current effective FEMA flood hydrology as presented in the <br />effective FIS. <br /> <br />Mr, Bill DeGroot, PE <br />Urban Drainage & Flood Control District <br />2480 West 26th Avenue, Suite 156-B <br />Denver, Colorado 80211 <br /> <br />WRC File: 2048/21 <br /> <br />The floodplain and floodway information provided herein should assist Douglas County in administration of <br />floodprone areas to maintain and improve channel capacity for the I DO-year flood event, <br /> <br />RE: Plum Creek Watershed <br />Flood Hazard Area Delineation Report <br /> <br />Dear Mr. DeGroot: ' <br /> <br />We appreciate the opportunity to prepare this floodplain and floodway delineation for the Plum Creek Watershed, <br /> <br />Enclosed herein is the Flood Hazard Area Delineation report for the Plum Creek Watershed. This report <br />docunients the Flood Hazard Area Delineation process from initiation through fmal floodplain and floodway delineations. <br />This report was prepared in conjunction with Outfall Systems Planning of the Plum Creek Watershed. This report <br />presents a synopsis of the project history, description of the study area and field inventory, summary of hydrology and <br />hydraulics analysis, evaluation of capacities of existing facilities (i.e., bridges, culverts, detention ponds), HECRAS water <br />surface profile computer modeling for the 10-,50-,100- and'500-year storm events, and determination of 0.5 foot and <br />1.0 foot rise floodways, <br /> <br />Respectfully Submitted, <br /> <br /> <br />'W~ <br />~~~~;"~'14 <br />"'').....~,.~..~?~ <br />!1F'r c:>~ <br />\ -= <br />.~U67 : J <br />"1>.... l.<l:-J <br />~~.~\,/4/p,.~~~~* <br />....,("n.___ _.,,~.* <br />""'4li-~;rfOHAt t~:'~:.# <br />......:"'.I.....'!."V <br />.......... ,..~. <br /> <br />WRC ENGINEERING, INC. <br /> <br />~//k <br /> <br />Alan J. Leak, P.E. <br />Principal-In-Charge <br /> <br />The Plum Creek Watershed consists generally of open prairie and large lot development. The exception to this <br />is along Plum Creek itself where industrial and commercial development occurs along U.S. Highway 85 and at the Towns <br />of Louviers and Sedalia. The major drainageways are almost exclusively open natural or grass-lined channels with <br />culverts or bridges at street and railroad crossings. The 1 DO-year floodplain is contained within the main channel and <br />large overbank areas for a majority of the drainageways. A notable exception to this occurs north of Titan Road on Plum <br />Creek. At this location, a significant amount of private property and/or buildings (homes) are encompassed in the 100- <br />year floodplain, <br /> <br />The 1 DO-year floodplains for portions of the Plum Creek Watershed were delineated as part of a Flood Insurance <br />Study (FIS) prepared for the Federal Emergency Management Agency (FEMA) in 1973, Channel aggregation and <br />increases in drainageway vegetation have resulted in changes in the I DO-year floodplain limits, The 1 DO-year <br /> <br />AlL/ell <br /> <br />CONSULTING ENGINEERS <br /> <br />950 SOUTH CHERRY STREET. SUITE 404 . OENVER. COLORADO 80246 . (303) 757.8513 . FAX (303) 758-3208 'wrce@wrcen9,com <br />