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FLOOD08407
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FLOOD08407
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Last modified
1/29/2010 10:12:03 AM
Creation date
10/5/2006 3:35:53 AM
Metadata
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Template:
Floodplain Documents
County
Jefferson
Adams
Community
Arvada, Westminster
Stream Name
Little Dry Creek
Basin
South Platte
Title
Major Drainageway Planning
Date
4/1/1979
Prepared For
Jefferson County / Adams County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />Residents in the vicinity of the 100-year floodplain should be notified annually of the <br />potential flood hazards. Since the improvements are designed for the 25-year event, the <br />continued enforcement of floodplain regulations and an ongoing program of floodplain <br />management will be necessary after the proposed improvements are built to compensate <br />for larger floods. <br /> <br />COMMENTARY - SHEET 16 <br /> <br />The improved grass-lined channel is to roughly parallel the 69th Avenue right-of- <br /> <br />way until it intersects with the low flow crossing proposed at Irving Street. By designing <br /> <br />this crossing so that storm waters pass over the low traffic roadway, the need for costly <br /> <br />bridge construction is avoided while providing access to the maintenance road and the <br /> <br />area on the opposite bank. <br /> <br />Continuing to Federal Boulevard, the 25-year grass channel would follow approxi- <br />mately the historic channel, At Federal, three 10-foot by 8-foot reinforced concrete box <br />culverts would be constructed parallel but depressed below the existing 10' x 10' concrete <br /> <br />TOTAL IMPROVEMENT COSTS - SHEET 16 <br />Item <br />Channel Improvements <br />Street Improvements <br />Improve Federal Boulevard Crossing <br />Utility Relocation <br /> <br />box culvert. <br /> <br />The two Colorado and Southern Railroad track crossings just east of Federal are to <br /> <br />be combined into one crossing located approximately 230 feet beyond the existing 4' <br /> <br />diameter culvert. The 54-inch metal pipe beneath the railroad siding is to remain, <br /> <br />facilitating drainage of the area west of the siding and north of the main track. The cost <br /> <br />of the new railroad track crossing is included in the Sheet 17 cost estimate. <br /> <br />SUB-TOTAL <br />Contingencies (25% of Sub-Total) <br /> <br />The presence of two separate sewer collection systems, those of the City of West- <br /> <br />TOTAL CONSTRUCTION COSTS <br />Right-of-Way Acquisition <br />Annual Operation and Maintenance Costs <br />Present Worth Operation and Maintenance Costs <br /> <br />minster and the Crestview Water and Sanitation District (the latter formerly known as the <br /> <br />Baker Metropolitan Water and Sanitation District), significantly increase the utility <br /> <br />relocation costs. As shown on Sheet 16, where the two sewer networks overlap, the relo- <br /> <br />cation efforts are complicated by the sewer line layout which tends to follow the existing <br />drainage channel. Additional field work is necessary to more accurately assess the utility <br />conflict. Significant savings may be realized during the final design by modifying the <br /> <br />TOTAL IMPROVEMENT COSTS <br /> <br />channel shape or alignment to avoid relocating these sanitary sewers. <br /> <br />The existing floodplain should be regulated and property owners who would be <br />adversely affected by the 100-year flood should be encouraged to acquire flood insurance. <br /> <br /> Cost <br />$ 307,900 <br />$ 5,800 <br />$ 390,500 <br />$ 97,100 <br />$ 801,300 <br />$ 200,300 <br />$ 1,001,600 <br />$ 215,600 <br />$ (7,600) <br />$ 110,100 <br /> <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 />$ 1,327,300 <br />
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