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Last modified
1/25/2010 6:27:08 PM
Creation date
10/4/2006 11:41:58 PM
Metadata
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Template:
Floodplain Documents
Designation Number
312
County
Arapahoe
Community
Littleton
Stream Name
Lower Dad Clark Gulch, and DFA 0068
Basin
South Platte
Title
Flood Hazard Area Delineation - Lower Dad Clark Gulch, and DFA 0068
Date
11/1/1990
Designation Date
3/1/1991
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 />TABLE B-1 <br />FLOODPLAIN AND FLooDWAY <br />REfERENCE DATA <br /> <br /> Floodplain Data Floodway Data 10- Year Data 50-Year Data <br /> 100-Year Floodplain 100-Year Floodwlly Floodway Floodway!! Floodway!! Floodway <br />Cross Stream 100-Year Water Top Channel Water Top Width Width Channel Water Water <br />Section Thalweg Discharge Surface Width Velocity Surface Width Left Right Velocity Discharge Surface Discharge Surface <br />Number Station!! Elevation (cis) Elevation (ft) (fUsee) Elevation (ft) (ft) (ft) (fUsee) (cis) Elevation (cis) Elevation <br />RANGEVIEW GULCH <br />2.3 12+10 5358.0 650 ! 5361.1 52 8.0 ~ 5361.7 63 30 33 8.6 370 5360.3 750 5360.9 <br />2.5 14+60 5364.0 650 ! 5368.5 30 9.0 ~ 5369.3 34 14 20 9.7 370 5367.6 750 5368.4 <br />3.0 17+45 5372.0 650 ! 5374.5 51 3.4 ~ 537$.1 63 17 46 4.3 370 5373.7 750 5374.3 <br />3.5 19+55 5372.0 820 ! 5375.8 85 2.4 ~ 5376.5 89 19 70 2.4 370 5374.9 750 5375.6 <br />3.8 22+80 5368.0 950 5376.1 176 0.7 ~ 5376.7 180 40 140 0.6 370 5375.0 750 5375.9 <br />4.0 24+70 5372.0 950 5376.1 93 1.9 ~ 5376.7 97 24 73 1.6 370 5375.0 750 5375.9 <br />4.5 26+20 5372.0 950 5376.3 77 2.3 ~ 5376.8 80 18 62 2.0 370 5375.1 750 5376.0 <br />70 29+25 5370.3 870 5376.9 369 1.6 53n.2 371 188 183 1.3 340 5375.3 690 5376.6 <br />75 34+80 5382.7 870 5384.6 125 6.4 5384,6 86 28 58 6.9 340 5383.9 690 5384.4 <br />80 36+12 5385.8 870 5388.5 89 7.3 5388.5 89 59 30 72 340 5387.7 690 5388.3 <br />85 37+08 5390.3 870 5391.5 265 6.4 5391.8 120 72 48 7.4 340 5391.1 690 5391.4 <br />90 40+05 5399.6 680 5401.3 225 6.6 5401.3 110 50 60 7.5 260 5400.8 500 5401.1 <br />95 44+48 5410.0 560 5411.6 140 6.7 5411.6 77 28 49 7.3 200 5411.0 420 5411.4 <br />100 49+05 5419.5 560 5420.7 138 5.4 5420.7 102 32 70 5.7 200 5420.2 420 5420.5 <br />105 49+60 5419.5 480 5421.4 107 4.6 FLOODWAY IN CHANNEL 170 5420.9 370 5421.2 <br />110 54+90 5420.1 480 5424.1 84 2.8 . 170 5423.0 370 5423.8 <br />115 57+40 5423.8 480 5426.6 35 7.7 . 170 5425.5 370 5426.3 <br />120 58+45 5437.3 390 5438.5 144 4.5 . 140 5438.1 310 5438.4 <br />
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