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FLOOD01117
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Last modified
11/23/2009 12:58:24 PM
Creation date
10/4/2006 9:47:46 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
219
County
Arapahoe
Community
Littleton
Stream Name
Upper Slaughterhouse Gulch
Title
Major Drainageway Planning - Upper Slaughterhouse Gulch
Date
3/1/1983
Designation Date
7/1/1983
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />ACKNOWLEDGEMENT <br /> <br />SYNOPSIS <br /> <br />I <br /> <br />We wish to acknowledge the assistance and cooperation of the following <br /> <br /> <br />individuals who provided the needed information, coordination, and guidance <br /> <br />in completing the study. <br /> <br />I <br /> <br />Mr, Ben Urbonas, P.E. / Chief, Master Planning Program, Urban Drainage and <br />Flood Control District. Project Director <br /> <br />This Phase-B report present5 the results of the detailed hydrologic and hydra- <br /> <br /> <br />ulic analysis of the Upper Slaug~terhouse Gulch Basin prepared by Water Resources <br /> <br />Consultants, Inc. (WRC) under cootract with the Urban Drainage and Flood Control <br /> <br />District (UD&FCD). The sponsoriog governmental agencies were the City of Little- <br /> <br /> <br />ton and Arapahoe County. Copies of this report are available for reference and <br /> <br /> <br />purchase at the office of the UDbFCD. Copies of the Phase-A portion of the study, <br /> <br /> <br />as well as technical data in support of the reports, also are available for review <br /> <br />at the UD&FCD. <br /> <br />I <br /> <br />I <br /> <br />Mr. Charles Blosten / Directo~ of Public Works, City of Littleton <br /> <br />I <br /> <br />Mr. Bob Deeds, P.E. / Directo~ of Engineering and Utilities, City of Little- <br />ton <br /> <br />The storm drainage problems in the study area are due primarily to the reSl- <br /> <br /> <br />dential and commercial development which has encroached upon the floodway without <br /> <br /> <br />provisions for the conveyance of storm runoff by adequate easements or drainage <br /> <br /> <br />facilities. Due to the inadequate sized facilities throughout the study area, even <br /> <br /> <br />the more frequent storms create {looding conditions that inundate residential and <br /> <br />commercial structures. The Phase-A study evaluated the hydrological and hydraulic <br /> <br /> <br />aspects of the drainage basin with primary focus on delineation of the flood hazards <br /> <br />from Powers Park upstream to Arapahoe Road. Subsequently, a series of drainage <br /> <br /> <br />alternatives were formulated and evaluated based in part on benefit-cost analysis, <br /> <br /> <br />legal aspects, and environmental considerations. An alternative plan for allevia- <br /> <br />ting potential flood damages was recommended by WRC and presented in the Phase-A <br /> <br /> <br />report, The recommended alternative plan was reviewed by the City of Littleton, <br /> <br />Arapahoe County, and UD&FCD. A notice-to-proceed for Phase-B was issued to WRC, <br /> <br />which included minor revisions to the recommended alternative plan. <br /> <br />I <br /> <br />Mr. Chuck Esterley, P.E, / Assistant Director of Engineering, Arapahoe <br />County <br /> <br />I <br /> <br />Mr. Fred Koch / Associate Engineer, Arapahoe County <br /> <br />I <br /> <br />The following individuals on the staff of Water Resources Consultants, Inc. <br /> <br /> <br />have contributed to the preparation and completion of this report. <br /> <br />I <br /> <br />Mr. William P. Ruzzo, P.E. - principal In-Charge/Project Manager <br /> <br />I <br /> <br />Mr. Kurt D. Mahnken, P.E. - Project Engineer <br /> <br />Mr. Bruce G. Rindahl - Water Resources Engineer <br /> <br />I <br /> <br />Mr. Alan J. Leak - Water Resources Engineer <br /> <br />I <br /> <br />Mr. Ben K. Herda - Draftsman/Technician <br /> <br />The Phase-B analysis included performing final hydrologic and hydraulic studies <br /> <br /> <br />that were used in the preliminary design of the drainage facilities for the s<'lected <br /> <br />alternative plan. Preliminary design drawings were prepared On I" ~ 100' scale <br /> <br /> <br />plan and profile maps and included the proposed drainage facilities and the flood- <br /> <br /> <br />plain information for existing channel conditions. A detailed cost estimate of <br /> <br /> <br />the improvements was also prepared. A final report was prepared containing the <br /> <br /> <br />narrative description and the plan and profile drawings (reduced to I" ~ 200' scale <br /> <br /> <br />on II" x 17" report size), showing the selected alternative plan improvements. <br /> <br />I <br /> <br />Mrs. Anita L. Miller - Draftsperson/Technician <br /> <br />Mrs. Cherie R. Kraft - Technical Typist <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />vii <br /> <br />viii <br />
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