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Last modified
1/29/2010 10:15:22 AM
Creation date
10/4/2006 11:47:02 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
72
County
Adams
Arapahoe
Douglas
Community
Denver Metro Region
Stream Name
Van Bibber Creek
Basin
South Platte
Title
Major Drainageway Planning - Van Bibber Creek
Date
3/1/1977
Designation Date
7/1/1977
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />-13- <br /> <br />In the South Tributary, Ramstetter Reservoir has been constructed <br />near the upper end of the basin. Also Hyatt Lake exists on a <br />north tributary to Van Bibber Creek. This planning alternate <br />recommended that the necess~ry agreements be made with the <br />owners of these two reservoirs to guarantee the perpetuation <br />of the facilities and assure the flood control aspects of <br />each structure. <br /> <br />On October 9, 1975, the Board approved a resolution to consider <br />an alternate drainageway improvement during the Phase B <br />preliminary planning phase. This alternate was to include <br />the two dams, above 58th Street and Ward Road, and was to be <br />compared to the selected alternate of improving the underground <br />conduit through the shopping center along 58th Avenue. On <br />December 8, 1975, official notice to proceed with the Phase B <br />planning was received from the District. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />A summary of the economic aspects of incorporating major ponding <br />structures into the Van Bibber master plan are tabulated below. <br />The costs and benefits tabulated are for a pond located upstream <br />of Ward Road and the preservation of Ramstetter's Reservoir and <br />Hyatt Lake and also included miscellaneous channel and road <br />improvements. <br /> <br />During the completion of the Phase B planning, the various soils <br />investigations, hydraulic studies and site inspections indicated <br />that more detailed study should be given to a third plan which <br />consisted of one major flood control reservoir at the proposed <br />site above Ward Road. Special drawings and cost estimates were <br />made for this alternate which were then made a part of the <br />draft Phase B report, submitted on June 28, 1976. <br /> <br />I <br /> <br />P.W. Benefits P.W. Costs* Net Benefits B/C <br /> <br />Arvada $ 12,200,000 $1,800,000** $ 10,500,000 6.8 <br /> <br />Jefferson <br />County 6,000,000 2,400,000*** 3,500,000 2.5 <br /> <br />Following the review of the draft Phase B report, the UD&FCD <br />requested that the potential flood damage through the study <br />reach below Oak Street extended, be reevaluated using field <br />surveyed information to supplement the aerial topographic <br />maps. This reevaluation was submitted on September 27, 1976, <br />justifying further consideration of the single reservoir above <br />Ward Road. <br /> <br />*Phase A estimated costs <br /> <br />**Includes total cost of reservoir upstream of Ward Road. <br /> <br />***Does not include cost of any storage agreement for Ramstetter <br />Reservoir and Hyatt Lake. <br /> <br />Interim Planning and Decision Making <br /> <br />On December 16, 1976, the UD&FCD provided official direction <br />to proceed with completion of the phase B report which was to <br />include the following: <br /> <br />The Phase A report was completed and submitted to the UD&FCD in <br />December, 1974. The report recommended that Phase B planning or <br />preliminary design portion of this project be based upon Alternate <br />2. Following submittal of the Phase A report, four meetings were <br />held with the UD&FCD, Arvada and Jefferson County to review the <br />interim report findings and recommendations. On August 21, 1975, <br />the Phase A report was approved and accepted by the UD&FCD Board. <br /> <br />1. The single storm-water detention pond <br />concept, utilizing the site above <br />Ward Road. <br /> <br />2. A new culvert at Independence street <br />with a hydraulic capacity compatible with <br />the existing box culvert structure located <br />in the Arvada Plaza Center. <br /> <br />I <br />I <br />
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