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FLOOD10116
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FLOOD10116
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Last modified
1/26/2010 10:11:59 AM
Creation date
10/5/2006 4:54:00 AM
Metadata
Fields
Template:
Floodplain Documents
County
Douglas
Community
Douglas County
Stream Name
Dad Clark Gulch
Basin
South Platte
Title
FHAD - Dad Clark Gulch
Date
2/1/1980
Prepared For
Douglas County
Prepared By
UDFCD
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <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 /> <br /> FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA(!) <br /> CROSS STATION Q100 STREAM 100- YR 100- YR FLOODWAY WIDTH (FT)t2l FLOODWAY <br /> IDENTIFICATION BED ELEV. FLOOD ELEV, E LEV. <br /> SECTION (FT) (CFS) (MSLj (MSLj WI DTH (FT) L BANK R. BANK TOTAL (MSl) <br />Downstream Limit of Reach 1 , 1 101+23 4496 5481 .5 5489.0 167.4 <br />(Upstream End of McLellan Res.) 2 101+73 4496 5482.0 5494.1 571 .1 208.2 31 .7 239.9 5494.2 <br />Co. Line Road (Existing C-470) 3 102+83 4496 5483.0 5496.2 891 .0 662.7 6.1 668.8 5496.4 <br /> 4 103+33 4496 5483.5 5496.0 724.1 26.6 95.5 121 .1 5496.2 <br /> 5 106+40 4367 5484.8 5495.9 85.5 <br /> 6 110+00 4367 5484.8 5497.7 85.1 <br /> 7 113+00 4367 5484.8 5498.9 65.0 <br /> 8 117+00 4367 5492.8 5501 .1 80.8 <br /> 9 119+37 4367 5496.8 5505.2 68.0 <br /> 10 119+87 4367 5496.9 5508.2 129.9 <br />Highl ine Canal Crossing 11 120+10 4367 5498.0 5508.7 79.9 <br /> 1 2 120+60 4367 5499.8 5508.4 63.6 <br />Centennial Pkwy. ( Future C-470) 1 3 124+35 4367 5506.0 5511.5 152.4 <br /> 14 128+00 4515 5508.7 5515.1 86.9 <br />Canal Road (Future) 15 133+00 4515 5511 .6 5521 .7 55.5 <br /> 1 6 136+00 4515 5512.7 5525.3 116.2 <br /> 17 139+00 4515 5516.8 5526.4 72.2 <br /> 18 142+00 4515 5520.8 "530.1 105.6 <br />konfl uence l'lith Reach 6 19 144+75 4515 5522.8 5531 .9 112.6 28.3 53.8 82.1 5531 .8 <br /> 20 147+00 3118 5527.9 5534.6 163.7 <br /> 21 149+00 3118 5528.7 5536.9 151. 8 <br /> 22 154+00 3118 5532.8 5540.4 79.6 <br /> 23 156+68 3118 5535.8 5544.3 134.8 <br />~roadway (Future Extension) 24 159+00 3118 5538.7 5546.1 90.3 <br /> 25 163+40 3118 5542.0 5550.2 115.9 <br /> 26 167+00 3118 5547.8 5556.2 72.2 <br />~onfl uence With Reach 5 27 170+40 3118 5552.8 5560.2 97.2 <br /> 28 174+20 3118 5558.8 5564.2 93.2 <br /> 29 178+00 3118 5558.8 5567.7 59.9 <br /> 30 180+54 3118 5562.8 5570.8 113.2 <br /> 31 183+00 3118 5568.0 5573.3 73.7 <br /> 32 186+00 3118 5573.8 5580.8 54.2 <br /> 33 188+00 3118 5578.8 5584.2 187.1 <br /> 34 191 +62 3118 5581 .8 5587.0 86.3 <br /> 35 195+00 3118 5590.0 5594.2 154.2 <br /> 36 196+80 3118 5593.8 5597.4 161 .9 <br /> 37 198+ 15 3118 5592.0 5599.4 241 .2 <br /> <br />(1) Floodway data are based on encroachment causing up to 0.5 ft. vertical rise in the 100-year flood elevation. <br />Where floodway data are not given they shall be assumed to be identical to the flood plain data. <br /> <br />(2) Left and right distances are measured from the center of the flowline of the channel looking downstream. <br /> <br />"""" Y'><,,~ "''''...'', ,...,,'WI'" - 'L>ll>'''''''~ <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DOUGLAS COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />IJ Jock ~:!~~? :;~PClny <br /> <br />DAD CLARK GULCH <br /> <br />TABLE 3 <br />SHEET A <br />
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