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FLOOD00158
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FLOOD00158
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Last modified
1/29/2010 10:15:20 AM
Creation date
10/4/2006 9:07:28 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
123
County
Adams
Arapahoe
Douglas
Community
Denver Metro Region
Stream Name
Little Dry Creek
Title
Flood Hazard Area Delineation - Little Dry Creek, Adams & Jefferson Counties, Arvada & Westminster, CO
Date
6/1/1978
Designation Date
11/1/1978
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 />Reference <br />Station* <br /> <br />266 + 72 <br />272 + 33 <br />298 + 70 <br />316 + 20 <br />327 + 10 <br />348 + 30 <br /> <br />41 + 38 <br /> <br />61 + 70 <br />65 + 15 <br />70 + 61 <br />76 + 32 <br /> <br />12 + 50 <br />45 + 90 <br /> <br />54 + 60 <br />75 + 88 <br />108 + 80 <br />112 + 48 <br /> <br />116 + 80 <br /> <br />28 + 95 <br /> <br />44 + 90 <br /> <br />60 + 90 <br /> <br />TABLE 3 - LITTLE DRY CREEK CULVERT DATA (Continued) <br /> <br />Location <br /> <br />Stream Bed Elevation <br />Upstream Downstream <br /> <br />Upstream 100 Year <br />Length Water Surface Elevation <br /> <br />Yarrow&Parking Lot 5409.7 <br />80th Ave. and Pomona 5415.5 <br />Pomona Lakes 2&: 3 5448.2 <br />Club Crest Dr. 5467.3 <br />Hoyt Way 5477.7 <br />Kipling St. 5504.9 <br /> <br />W.80th Ave. <br /> <br />5346.0 <br /> <br />Apt. Parking Lot <br />C&:S Railroad Tracks <br />Turnpike Drive <br />U.S. Hwy. 36 <br /> <br />5369.3 <br />5374.8 <br />5393.2 <br />5400.0 <br /> <br />W. 80th Ave. <br />Chase Dr. <br /> <br />5357.8 <br />5379.3 <br /> <br />5388.8 <br />5407.0 <br />5444.2 <br />5448.8 <br /> <br />5455.7 <br /> <br />Lamar Dr. <br />Otis Dr. <br />Webster Dr. <br />Wadsworth Blvd. <br /> <br />W84th Ave. <br /> <br />Lamar St. <br /> <br />5374.7 <br /> <br />Vance &: PomonaDr. 5415.8 <br /> <br />Wadsworth Blvd. <br /> <br />5429.3 <br /> <br />Reaches 1-5 <br /> <br />5398.8 <br />5413.5 <br />5448.2 <br />5466.2 <br />5477.7 <br />5502.9 <br /> <br />1024' <br />105' <br />12' <br />66' <br />60' <br />44' <br /> <br />Shaw Heights Tributary <br /> <br />5341. 8 <br /> <br />5363.4 <br />5374.1 <br />5376.3 <br />5398.4 <br /> <br />5355.9 <br />5378.6 <br /> <br />5388.0 <br />5405.2 <br />5440.8 <br />5448.0 <br /> <br />5451. 0 <br /> <br />5373.9 <br /> <br />5412.4 <br /> <br />5425.3 <br /> <br />280' <br /> <br />390' <br />42' <br />830' <br />115' <br /> <br />Tributary "B" <br /> <br />100' <br />57' <br /> <br />57' <br />65' <br />220' <br />125' <br /> <br />110' <br /> <br />Tributary "C" <br /> <br />70' <br /> <br />189' <br /> <br />400' <br /> <br />- 20- <br /> <br />5423.5 <br />5423.7 <br />5456.4 <br />5478.8 <br />5489.9 <br />5515.5 <br /> <br />5355.8 <br /> <br />5375.1 <br />5383.8 <br />5399.0 <br />5406.3 <br /> <br />5367.0 <br />5384.5 <br /> <br />5393.4 <br />5411.3 <br />5449.6 <br />5455.5 <br /> <br />5461.3 <br /> <br />5379.8 <br />5421. 9 <br /> <br />5438.4 <br /> <br />Description <br /> <br />(2)10'x6'Conc.Box w/wingwalls <br />24"dia. CMP <br />Spillway Control Str <br />(2) 7 . 5'x8'Conc. Box w /wingwalls <br />(2) 8'x8' Cone. Box w /wingwalls <br />20"dia. CMP (New R.C.Box <br />Culvert under construction) <br /> <br />Inlet - 7. 7'x6'Conc. Box - Outlet; <br />(2) 3. 5'x6'Ellip. RCP w/headwalls <br />48" dia.RCP w/headwall <br />(2)48" dia. CMP w/rip rap walls <br />36"dia. RCP <br />36"dia. CMP Projecting Ends <br /> <br />3'x7'Conc. Box w/wingwalls <br />(2)66"x42"Ellip.Conc.Culv. - <br />Projecting Ends <br />" " 11 >> " <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />60"x36" Ellip. R.C.P. w/wingwalls <br />9'x4.2' Conc.Box culv. w/wing- <br />walls <br />24" dia. CMP <br /> <br />(2) 3.8'x2 . 4'Ellip. Conc. Culv . <br />Projecting Ends <br />(2)3. 5'x5 .5'ArchCMP Mitered <br />Ends <br />6'x3.7'Ellip. CMP <br />
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