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Last modified
1/25/2010 6:23:48 PM
Creation date
10/4/2006 10:42:22 PM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Community
Littleton
Stream Name
Upper Slaughterhouse Gulch
Basin
South Platte
Title
Major Drainageway Planning
Date
3/1/1983
Prepared For
Littleton, Arapahoe County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />CHAPTER I - INTRODUCTION <br /> <br />The Phase-A report was completed and submitted to the UD&FCD on July 21, 1982, <br /> <br /> <br />Notice-to-proceed On the Phase-B study was given October 18, 1982, (Appendix-A), <br /> <br />PHASE-B <br />I, Finalize hydrologic and hydraulic studies, <br /> <br />A, Authorization <br /> <br />I <br /> <br />I <br /> <br />This study, covering the storm drainage aspects and major drainageway planning <br /> <br />for Upper Slaughterhouse Gulch was authorized under the terms of the contract <br /> <br /> <br />between Urban Drainage and Flood Control District (UD&FCD), the City of Littleton, <br /> <br /> <br />Arapahoe County, and Water Resources Consultants, Inc, (WRC), dated December 18, <br /> <br /> <br />1981, The notice-to-proceed was given January 7, 1982 for the Phase-A study, and <br /> <br /> <br />October 18, J982 for the Phase-B study, Mapping of the basin was done under a <br /> <br /> <br />separate contract between the UD&FCD and Landmark Mapping Company, Additional <br /> <br /> <br />Flood Hazard Area Delineation from Euclid Avenue to Arapahoe Road was authorized <br /> <br /> <br />by Purchase Order No, 01023, dated April 22, 1982, Additional Phase-B planning <br /> <br /> <br />from Euclid Avenue to Arapahoe Road was authorized, <br /> <br />2, Prepare preliminary design of the selected alternative plan in adequate <br /> <br /> <br />detail to allow for future planning and design of bridges and culverts, <br /> <br /> <br />to permit acquisition of needed channel right-of-way, and to permit <br /> <br /> <br />planning of new subdivisions. <br /> <br />I <br /> <br />I <br /> <br />3. Prepare detailed cost estimates of the proposed improvements, <br /> <br />I <br /> <br />4. Prepare final report and drawings showing the plan and profile of the 100- <br /> <br />year floodplain under existing and improved channel conditions for future <br /> <br /> <br />development flows. <br /> <br />I <br /> <br />C, Mapping and Surveys <br /> <br />I <br /> <br />B. Purpose and Scope <br /> <br />Contour maps of the study area were prepared by Landmark Mapping Company under <br /> <br />a separate contract with the UD&FCD. The maps were prepared at a scale of I" = JOO' <br /> <br /> <br />with 2-foot contour intervals using photogrammetric techniques from aerial photos <br /> <br />of the area taken November 10, 1981, The maps utilize USGS datum and generally <br /> <br /> <br />portray the actual ground elevation within J-foot, <br /> <br />I <br /> <br />The study was divided into two parts, Phase-A and Phase-B. The Phase-A and <br />Phase-B study objectives were defined as follows: <br /> <br />I <br /> <br />PHASE-A <br />1. <br /> <br />Evaluate hydrological and hydraulic aspects of the storm drainage in the <br />Upper Slaughterhouse Gulch drainageway, <br /> <br />Cross sections of the drainageway defined by the engineer were digitized and <br /> <br /> <br />used in the floodplain delineation. Additional cross sections were obtained by the <br /> <br /> <br />engineer directly from the topographic maps, Additional spot elevation surveys were <br /> <br /> <br />performed by the City of Littleton. <br /> <br />I <br /> <br />2. Define and assess flood damages and hazards for the 2-, 5-, JO-, 50-, and <br />100-year storm, <br /> <br />I <br /> <br />I <br /> <br />3. Develop and evaluate a matrix of drainageway improvements to alleviate <br />flooding problems. <br /> <br />Horizontal and vertical control points used in the mapping are shown on thl' <br /> <br /> <br />maps. Permanent monuments were established in the field for purposes of future <br /> <br /> <br />reference. <br /> <br />I <br /> <br />4. Recommend a specific alternative to the sponsoring agencies and the basis <br />of engineering feasibility and economic evaluation. <br /> <br />I <br /> <br />5. Prepare the Phase-A report. <br /> <br />Existing utilities and improvements in the study area were located from con- <br /> <br />struction and as-built drawings obtained from the Denver Blue Stakes Center, Little- <br /> <br /> <br />ton, Englewood, and Arapahoe County. <br /> <br />I <br /> <br />-J- <br /> <br />-2- <br />
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