|
<br /> .
<br /> . .
<br /> FLOODING SOURCE FLOODWA Y . BASE FLOOD
<br /> . . . WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br /> . flOODWAY fLOODWA Y
<br /> CROSS SECTION DISTANCE' WIDTH AREA VELOCITY
<br /> (FEET) (SQUARE (FEET PER
<br /> . ' FEET) SECOND) (FEET NGVO)
<br /> McCabe Creek 0.3
<br />I. A 140 2'10 535 9.2 7,060.8 7,060.8 7,061.1
<br /> B 314 190 777 6.4 7,070.3 7,070.3 7,071.0 0.7
<br /> C 615 210 1,313 3.8 7,078.6 7,078.6 7,079.5 0.9
<br /> D 677 227 1,436 3.4 7,078.9 7,078.9 7,079.8 0.9
<br /> E 1,045 118 742 6.7 7,080.0 7,080.0 7,081.0 1.0
<br /> F 1,265 123. 597 8.3 7,085.3 7,085.3 7,085.5 0.2
<br /> G 1,435 2.00 992 5.0 7,087.9 7,087.9 7,088.7 0.8
<br /> H 1,565 127 766 6.5 7,088.4 7,088.4 7,089.4 1.0
<br /> I 1,890 H5 632 7.8 7,091.8 7,091.8 7,092.4 0.6
<br />I. J 2,155 317 1,108 4.5 7,094.9 7,094.9 7,095.9 1.0
<br /> K 2,310 163 1,110 4.5 7,097.5 7,097.5 7,097.5 0.0
<br /> L 2,460 136 817 6.1 7,099.5 7,099.5 7,100.2 0.7
<br /> M 2,680 194 884 5.6 7,103.0 7,103.0 7,103.8 0.8
<br /> N 2,740 190 1,458 3.4 7,104.2 7,104.2 7,105.2 1.0
<br /> 0 3,115 276 1,468 3.4 7,104.8 7,104.8 7,105.8 1.0
<br /> p 3,180 333 1,912 2.6 7,105.3 7,105.3 7,106.2 0.9
<br /> Q 3,340 3.08 1,167 4.2 7,105.8 7,105.8 7,106.6 0.8
<br /> 22A 3,515 235 1,333 3.6 7,108.2 7,108.2 7,109.2 1.0
<br /> 23A 3,885 75 629 7.6 7,111.1 7,111.1 7,112.1 1.0
<br /> 24A 4,185 90 772 6.2 7,114.7 7,114.7 7,115.7 1.0
<br /> 30A 4,,425 155 1,408 3.2 7,117.0 7,117.0 7,118.0 1.0
<br /> 31A 4,570 140 1,237 3.7 7,117.8 7,117.8 7,118.8 1.0
<br /> 32A 4,700 145 790 5.8 7,118.3 7,118.3 7,119.3 1.0
<br /> 33A 4,980 135 991 4.6 7,119.9 7,119.9 7,120.9 1.0
<br /> 34A 5,330 125 699 6.6 7,121.9 7,121.9 7,122.9 1.0
<br /> 1Feet from San Juan River
<br /> . .
<br /> ...
<br />T FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />A FlOODWAY DATA
<br /> B
<br /> L TOWN OF PAGOSA SPRINGS
<br /> E AND UNINCORPORATED AREAS OF
<br />3 ARCHULETA COUNTY, CO McCABE CREEK
<br /> . . , <
<br />
|