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FLOOD09594
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Last modified
1/29/2010 10:15:25 AM
Creation date
10/5/2006 4:29:01 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
63
County
Adams
Arapahoe
Douglas
Community
Denver Metro Region
Stream Name
SJCD Basins 6200 North and South, 6100.5
Basin
South Platte
Title
Major Drainageway Planning - Volume I
Date
7/1/1976
Designation Date
11/17/1976
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />6-2 <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 />. Replace the existing three 48-inch CMP's at Kendall <br />Blvd. with two 4 foot x 8 foot box culverts. <br /> <br />. Modify the culvert inlet at Sheridan Blvd. to permit <br />passage of more flow and construct berm on west side <br />of Sheridan Blvd. <br /> <br />. Install an inverted siphon (120 feet long and 3 feet <br />in diameter) with inlet and outlet structures for <br />separating Platte Canyon Ditch irrigation water from <br />flood water and construct berms 500 feet long on <br />north side and 200 feet on south side of drainageway <br />to contain the flood water in drainage channel. <br /> <br />. Install an inverted siphon (120 feet long and 4 feet <br />in diameter) with inlet and outlet structures for <br />separating Nevada Ditch irrigation water from flood <br />water and construct berms 100 feet long on both <br />sides of drainageway to confine the flood water in <br />drainage channel. <br /> <br />NORTH TRIBUTARY TO BASIN 6200 <br /> <br />. Remove drainage underground pipe and concrete pavement <br />between Pierce Court and Pierce Street; excavate the <br />channel 150 feet; and install as-foot gab ion drop <br />structure. <br /> <br />. Regrade and seed the drainage channel (600 feet) and <br />install two 3-foot gab ion drops between Pierce <br />Street and Newland Street. <br /> <br />. Regrade and seed the drainage channel (1,600 feet) <br />and install three 3-foot gab ion drops between Newland <br />Street and Kendall Blvd. <br /> <br />. Regrade and seed the drainage channel (1,900 feet) <br />and install three 3-foot gab ion drops between Kendall <br />Blvd. and Ken Caryl Road. <br /> <br />. Install a 6-foot-wide vertical front cleaned trash <br />screen with automatic differential pressure controller <br />and a 6 foot x 6 foot vertical trash rack at upstream <br />side of Ken Caryl Road crossing. <br /> <br />. Build West Caryl Avenue as per construction plans <br />between Depew Street and Ames Way. <br /> <br />. Rebuild street crossing sections between Ken Caryl <br />Road and 100 feet south of West Caryl Avenue and <br />South Depew Street intersection. West curb gutters <br />of South Depew Street would remain at existing <br />
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