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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 />No confined drainage channel e~ists above Pierce Court, so <br />this reach is not included in the following descriptions. <br />Flood water in the area above Pierce Court flows through <br />backyards between houses and also flows down the street pavement <br />along pierce Court. <br /> <br />. Pierce Court to Pieroe Street <br /> <br />More than 400-foot-wide flood plains between Pierce <br />Court to Pierce Stre~t because of small flow capacity <br />in the v-concrete pads. <br /> <br />Flooding of three houses and streets. <br /> <br />. Pierce Street to Newland Street <br /> <br />Velocity of 10 feet/second and serious erosion <br />potential. <br /> <br />18-inch cross street flow over Newland Street. <br /> <br />Flooding of yards by Newland Street. <br /> <br />. Newland Street to Kendall Boulevard <br /> <br />Velocity of 9.0 feet/second and serious erosion in <br />downstream half of reach. <br /> <br />Flooding of two yards near Kendall Boulevard. <br /> <br />. Kendall Boulevard to Ken Caryl Road <br /> <br />Velocity of 9-10 feet/second. <br /> <br />2-foot cross street flow over Ken Caryl Road and <br />down Depew Street. <br /> <br />Inadequate underground conduit at Depew Street for <br />100-year flood. <br /> <br />Potential plugging ef trash rack with debris. <br /> <br />Sedim~nt deposition during low flew conditions. <br /> <br />. Depew Street to Ames Way and Sheridan Court <br /> <br />Extensive shallow flooding of streets, sidewalks, <br />and ten houses from overflow past Depew Street. <br /> <br />300-foot-wide flood plain in area of proposed West <br />Caryl Avenue. <br /> <br />Serious erosion potential downstream of the 60-inch <br />storm culvert outlet. <br /> <br />5-4 <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 />
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