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FLOOD10485
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Last modified
1/29/2010 10:12:10 AM
Creation date
10/23/2007 11:23:18 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Stream Name
Big Dry Creek
Basin
South Platte
Title
Big Dry Creek (Arapco) & Tributaries - Major Drainageway Planning - Phase B Preliminary Design Report
Date
4/1/1998
Prepared For
Arapahoe County, Douglas County, Englewood, Greenwood Village, Littleton, UDFCD
Prepared By
WRC Engineering, Inc.
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
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<br />I <br /> <br />Gather and assemble information available regarding drainage facilities, either planned or <br /> <br />A Report. <br /> <br />since preparation of the Phase <br /> <br />constructed <br /> <br />1 <br /> <br />I <br /> <br />INTRODUCTION <br /> <br />I. <br /> <br />I <br /> <br />Update the hydrologic and hydraulic aspects of the drainage area to reflect the drainage <br /> <br />improvements selected by the project sponsors. <br /> <br />2. <br /> <br />GENERAL <br /> <br />A. <br /> <br />I <br /> <br />Solicit public mput regarding the drainage improvements selected by the project sponsors <br /> <br />3 <br /> <br />Urban Drainage and Flood Control District <br /> <br />the <br /> <br />study authorized by <br /> <br />of a <br /> <br />part <br /> <br />s <br /> <br />This report <br /> <br />I <br /> <br />for preliminary design <br /> <br />Drainageway Planning and Flood Hazard Area <br /> <br />the agreement regarding Major <br /> <br />(UD&FCD) in <br /> <br />995 <br /> <br />0, <br /> <br />dated Apri <br /> <br />(ARAPCO) and Tributaries, <br /> <br />Big Dry Creek <br /> <br />for <br /> <br />(FHAD) <br /> <br />Delineation <br /> <br />I <br /> <br />improvements including plans, <br /> <br />Prepare a preliminary design of the selected drainage <br /> <br />4 <br /> <br />consists of the entire Big Dry Creek <br /> <br />1- <br /> <br />in Figure <br /> <br />The study area, shown <br /> <br />No. 9501.08) <br /> <br />(Agreement <br /> <br />mprovements. <br /> <br />of said <br /> <br />s <br /> <br />profiles, and detai <br /> <br />the City of Englewood, the City of <br /> <br />City of Littleton <br /> <br />watershed which encompasses parts of the <br /> <br />Greenwood Village, Arapahoe County and Douglas County. <br /> <br />I <br /> <br />Prepare a detailed cost estimate for the selected drainage improvements with costs separated <br /> <br />5. <br /> <br />by jurisdiction and adjusted into drainageway improvement costs including contingencies, <br /> <br />part (Phase A) covers the hydrological. hydraulic, <br /> <br />The first <br /> <br />s divided into three parts. <br /> <br />The study <br /> <br />,I <br /> <br />legal and <br /> <br />services, <br /> <br />engineering and construction <br /> <br />relocation costs, <br /> <br />utility <br /> <br />traffic costs, <br /> <br />1996 <br /> <br />report was finalized on July 12, <br /> <br />The Phase A <br /> <br />and alternative evaluation aspects of the study. <br /> <br />annual <br /> <br />of <br /> <br />value <br /> <br />present <br /> <br />and <br /> <br />costs, <br /> <br />acquisition <br /> <br />property <br /> <br />costs, <br /> <br />inistrative <br /> <br />adm <br /> <br />the <br /> <br />prepared, covers <br /> <br />was <br /> <br />this report <br /> <br />which <br /> <br />for <br /> <br />(Phase B) <br /> <br />second part <br /> <br />The <br /> <br />(Refererrce 22) <br /> <br />I <br /> <br />operation/maintenance costs. <br /> <br />s the FHAD, which was finalized on <br /> <br />The third part <br /> <br />preliminary design ofthe selected alternative <br /> <br />Provide a discussion on prioritization of the selected drainage improvements. <br /> <br />6 <br /> <br />summarized herem, was submitted for <br /> <br />6), <br /> <br />9, 1996. The Hydrology Report (Reference <br /> <br />November <br /> <br />I <br /> <br />1996 <br /> <br />12, <br /> <br />1995 and was finalized on July <br /> <br />0, <br /> <br />review on November <br /> <br />I <br /> <br />B Report a summary of the study's analysis, discussions, results <br /> <br />Present in a written Phase - <br /> <br />7. <br /> <br />PURPOSE AND SCOPI: <br /> <br />B. <br /> <br />the improvements selected to address the drainage problems identified in the Phase <br /> <br />and <br /> <br />,I <br /> <br />A Report. <br /> <br />to update the original master plan report for Big Dry Creek, Major <br /> <br />IS <br /> <br />The purpose of this study <br /> <br />0) <br /> <br />975 (Reference <br /> <br />Drainageway Master Plan Big Dry Creek, dated June <br /> <br />I <br /> <br />MAPPING AND SURVEYS <br /> <br />C. <br /> <br />975 including <br /> <br />sInce <br /> <br />This update has been necessitated by several factors which have changed <br /> <br />I <br /> <br />were prepared by Landmark Mapping under separate contract <br />00' <br /> <br />The topographic maps for this project <br /> <br />development conditions, channel conditions and improvements, <br /> <br />and use assumptions, <br /> <br />111 <br /> <br />changes <br /> <br />with 2-foot <br /> <br />= <br /> <br />" <br /> <br />a scale of <br /> <br />were compiled and prepared at <br /> <br />with UD&FCD. The plan maps <br /> <br />s believed that these changes are <br /> <br />and the general public's perceptions, desires and requirements. It <br /> <br />,I <br /> <br />2.0 <br /> <br />n electronic format as an AutoCAD Version <br /> <br />were submitted <br /> <br />The maps <br /> <br />ntervals <br /> <br />contour <br /> <br />not in the best interests <br /> <br />s <br /> <br />of such significance that continued future reliance on the 1975 master plan <br /> <br />994 <br /> <br />topography was compiled from aerial photographs taken on December 2 <br /> <br />The <br /> <br />drawing. <br /> <br />of the project sponsors nor the affected citizens and businesses <br /> <br />I, <br /> <br />of existing <br /> <br />sizes and configurations <br /> <br />the <br /> <br />showing <br /> <br />Culvert and bridge diagrams were provided <br /> <br />Base mapping for the hydrologic maps consist ofU.S.G.S. quadrangle maps <br /> <br />drainage structures. <br /> <br />is as follows <br /> <br />B part of the study <br /> <br />Drainageway Planning Phase <br /> <br />The general scope of the Major <br /> <br />I <br /> <br />-1 <br /> <br />of Agriculture Soil <br /> <br />types and hydrologic soil groups. <br /> <br />Department <br /> <br />the U.S <br /> <br />prepared by <br /> <br />Conservation Service were used to determine soil <br /> <br />surveys <br /> <br />Soil <br /> <br />000' <br /> <br />" <br /> <br />at a scale of <br /> <br />I <br /> <br />I <br />
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