|
<br /> -
<br /> BASE FLOOD
<br />FLOODING SOURCE FLOODWAY WATER SURFACE ELEVATION
<br /> SECTION MEAN ,I WITHOUT ,I WITH I
<br />CROSS SECTION DISTANCEI WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br />(FEET) ( SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Taylor Creek 2 2
<br /> A 90 14 62 5.3 6,976.5 6,974.6 6,974.9 0.3
<br /> B 240 14 36 9.1 6,979.8 6,979.8 6,979.8 0.0
<br /> C 290 16 97 3.4 6,985.0 6,985.0 6,985.0 0.0
<br /> D 480 16 38 8.6 6,991.1 6,991.1 6,991. 5 0.4
<br /> E 1,270 9 33 9.9 7,018.5 7,018.5 7,019.5 1.0
<br /> F 1,960 32 47 7.0 7,040.8 7,040.8 7,041.1 0.3
<br /> G 2,900 12 37 8.0 7,096.4 7,096.9 7,096.9 0.5
<br />Brush Creek
<br /> A 156 29 III II. 3 6,498.7 6,498.7 6,498.7 0.0
<br /> B 242 32 148 8.5 6,500.1 6,500.1 6,500.5 0.4
<br /> C 569 33 138 9.0 6,502.9 6,502.9 6,503.4 0.5
<br /> D 963 24 105 11.9 6,509.6 6,509.6 6,510.1 0.5
<br /> E 1,0SO 36 221 5.6 6,514.1 6,SI4.1 6,514.1 0.0
<br /> F 1,139 66 392 3.2 6,SI4.9 6,SI4.9 6,SIS.2 0.3
<br /> G 1,230 77 186 6.7 6,514.9 6,SI4.9 6,5IS.1 0.2
<br /> H 1,260 10S 3 327 3.8 6,5IS.9 6,SI5.9 6,516.0 0.1
<br /> I 1,330 70/50 IS6 8.0 6,5IS.9 6,SIS.9 6,5IS.9 0.0
<br /> J 1,730 37 120 10.4 6,524.4 6,524.4 6,524.4 0.0
<br /> K 2,000 54 161 7.7 6,530.4 6,530.4 6,530.5 O.l
<br /> L 2,010 54 IS9 7.9 6,530.5 6,530.5 6,530.6 O.l
<br /> M 2,085 71/513 345 3.6 6,531.3 6,531.3 6,532.2 0.9
<br /> N 2,270 28 3 114 11.0 6,533.2 6,533.2 6,533.6 0.4
<br /> 0 2,530 32/25 117 10.7 6,538.3 6,538.3 6,538.3 0.0
<br />
<br />1 2
<br />Feet Above Mouth Elevation Shown Without Consideration of Backwater Effects From Fryingpan River
<br />3Width/Width Within County Limits
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />-l
<br />>-
<br />l:D
<br />r-
<br />....
<br />....
<br />
<br />FLOODWAY DATA
<br />
<br />EAGLE COUNTY, CO
<br />IUNINCORPORATEO AREAS)
<br />
<br />TAYLOR CREEK-BRUSH CREEK
<br />
|