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Last modified
1/26/2010 10:08:49 AM
Creation date
10/5/2006 4:11:19 AM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Community
Denver
Stream Name
Marston Lake North
Basin
South Platte
Title
Major Drainageway Planning
Date
10/1/1979
Prepared For
Denver
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />12 <br /> <br />VI. CONSTRUCTION PROGRAM <br /> <br />C. Grass-lined channel through Marston <br />Water Treatment Plant property <br /> <br />318,600 <br /> <br />Because of the amount of total estimated capital expenditures <br />($3,748,000) required for the drainage and flood control improvements, <br />we have separated the expenditures into stages of construction programs. <br /> <br />Total <br /> <br />$ 856,700 <br /> <br />Stage 2 <br /> <br />Stage 1 <br /> <br />As part of the Stage 1 program, the highest priority must be placed on <br />immediately obtaining and holding land for the proposed drainage <br />improve-ment right-of-way. Privately owned lands in identified <br />floodplain that are needed for the drainageway improvements should be <br />obtained, where possible, through dedication to City at time of zoning <br />or subdivision platting. Responsibility for drainageway improvements <br />on such lands should be with the developments as they occur. Because <br />of the extensive existing development and the rapid rate of continuing <br />development, no other economic solutions for the watershed drainage <br />and flood control problems will be available if this land is lost. <br /> <br />Because most of the flood damages in this watershed at present time <br />occur in Reach 2 between Marston Water Treatment Plant property and <br />Colorado State Highway 121, the proposed grass-lined and concrete- <br />lined channels in this reach should also be constructed as Stage 2 <br />construction. <br /> <br />The estimated capital expenditures including engineering, contingen- <br />cies, fiscal, legal and administative expenses for the recommended <br />Stage 2 construction program are as follows: <br /> <br />A. Concrete-lined Channel <br /> <br />$ 945,000 <br /> <br />~ext in order of priority for the drainage and flood control improve- <br />ments is to open saddles in Reach 2 and provide a definite drainageway <br />through the Marston Water Treatment Plant property once the saddles <br />are opened. This will serve to provide immediate solutions for the <br />most critical problems, of water entering Marston Lake and flooding <br />Marston Shores. <br /> <br />B. Grass,lined Channel <br /> <br />142,800 <br /> <br />C. Concrete Box Culvert of Old Wadsworth <br /> <br />25,900 <br /> <br />Total $1,113,700 <br /> <br />Stage 3 <br /> <br />The estimated capital expenditures including engineering, contingency, <br />fiscal, le~al and administrative expenses for the recommended Stage 1 <br />construction program areas follows: <br /> <br />A. <br /> <br />Land Acquisition <br /> <br />$ 508,800 <br /> <br />The Stage 3 construction program includes all improvements starting at <br />Quincy Avenue and proceeding to Bear Creek. The estimated capital <br />expenditures including engineering, contingencies, fiscal, legal and <br />administrative expenses for the recommended Stage 3 construction <br />excluding improvements of Ft. Logan Cemetary property, are as follows: <br /> <br />B. 161-inch x 101-inch CMP at Marston <br />Lake caretaker's house access <br /> <br />29,300 <br /> <br />A. <br /> <br />Low Flow Pipe at Quincy Avenue <br /> <br />$ 238,300 <br /> <br />B. <br /> <br />Sheridan Blvd. Crossing <br /> <br />244,900 <br />
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