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<br />Floodway Data
<br />
<br />2
<br />
<br />Table
<br />
<br />Increase
<br />Fee t)
<br />
<br />BASE FLOOD ELEVATION
<br />
<br />With
<br />Flood way
<br />
<br />Without
<br />Floodway
<br />
<br />Regulatory
<br />(Feet)
<br />
<br />Mean
<br />Velocity
<br />(Feet per
<br />Second)
<br />
<br />!o'LOODWAY
<br />
<br />Section Area
<br />Square Feet)
<br />
<br />Width
<br />_L~.~.&
<br />
<br />FLOODING SOURCE
<br />
<br />..'
<br />~'
<br />!
<br />" ~
<br />. it; ~~
<br />
<br />~~'I~
<br />!~r
<br />,'j
<br />';,,
<br />
<br />f'
<br />"
<br />,
<br />
<br />.
<br />,
<br />.,
<br />,1(.
<br />
<br />0.2
<br />0.0
<br />0.1
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.3
<br />0.1
<br />0.4
<br />0.0
<br />0.2
<br />0.1
<br />0.2
<br />0.0
<br />0.2
<br />0.0
<br />0.4
<br />0.0
<br />0.5
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />
<br />Feet)
<br />
<br />5,840.2
<br />5,851.7
<br />5,858.5
<br />5,863.1
<br />5,863.7
<br />5,866.3
<br />5,867.8
<br />5,889.9
<br />5,903.3
<br />5,912.1
<br />5,925.9
<br />5,945.4
<br />5,955.6
<br />5,976.2
<br />5,995.5
<br />6,007.8
<br />6,023.9
<br />6,043.7
<br />6,064.2
<br />6,081. 9
<br />6,093.9
<br />6,106.7
<br />6,110.0
<br />6,110.8
<br />6,112.9
<br />6,113.0
<br />
<br />Feet)
<br />
<br />5,840.0
<br />5,851.7
<br />5,858.4
<br />5,863.1
<br />5,863.7
<br />5,866.3
<br />5,867.8
<br />5,889.9
<br />5,903.0
<br />5,912.0
<br />5,925.5
<br />5,945.4
<br />5,955.4
<br />5,976.1
<br />5,995.3
<br />6,007.8
<br />6,023.7
<br />6,043.7
<br />6,063.8
<br />6,081. 9
<br />6,093.4
<br />6,106.7
<br />6,110.0
<br />6,110.8
<br />6,112.9
<br />6,113.0
<br />
<br />5,840.0
<br />5,851. 7
<br />5,858.4
<br />5,863.1
<br />5,863.7
<br />5,866.3
<br />5,867.8
<br />5,889.9
<br />5,903.0
<br />5,912.0
<br />5,925.5
<br />5,945.4
<br />5,955.4
<br />5,976.1
<br />5,995.3
<br />6,007.8
<br />6,023.7
<br />6,043.7
<br />6,063.3
<br />6,081. 9
<br />6,093.4
<br />6,106.7
<br />6,110.0
<br />6,110.8
<br />6,112.9
<br />6,113.0
<br />
<br />7.5
<br />7.7
<br />9.9
<br />9.4
<br />,8.4
<br />11.4
<br />13.8
<br />15.0
<br />9.5
<br />15.9
<br />8.4
<br />13.2
<br />9.4
<br />10.3
<br />7.4
<br />11.9
<br />9.7
<br />11. 7
<br />6.4
<br />10.6
<br />5.9
<br />9.3
<br />9.9
<br />10.1
<br />4.9
<br />5.2
<br />
<br />979
<br />953
<br />735
<br />774
<br />869
<br />639
<br />527
<br />485
<br />770
<br />441
<br />837
<br />378
<br />529
<br />486
<br />624
<br />386
<br />456
<br />351
<br />640
<br />368
<br />656
<br />376
<br />353
<br />347
<br />715
<br />669
<br />
<br />290
<br />210
<br />130
<br />170
<br />170
<br />90
<br />90
<br />70
<br />90
<br />60
<br />100
<br />90
<br />120
<br />100
<br />130
<br />90
<br />70
<br />80
<br />150
<br />110
<br />210
<br />140
<br />110
<br />110
<br />140
<br />140
<br />
<br />. 1
<br />Dlstance
<br />------
<br />
<br />800
<br />2,150
<br />3 , 150
<br />3,710
<br />3,738
<br />3,780
<br />3,990
<br />5,360
<br />7,060
<br />8,410
<br />10,120
<br />12,160
<br />1.3,220
<br />16,000
<br />18,890
<br />20,700
<br />22,410
<br />24,600
<br />26,780
<br />28,1320
<br />30,050
<br />31,310
<br />31,530
<br />31,580
<br />31,620
<br />31.720
<br />
<br />Section
<br />
<br />Corral Tributary
<br />1\
<br />n
<br />C
<br />D
<br />E
<br />F
<br />G
<br />n
<br />I
<br />J
<br />K
<br />L
<br />M
<br />N
<br />o
<br />p
<br />Q
<br />R
<br />S
<br />T
<br />U
<br />V
<br />W
<br />X
<br />y
<br />Z
<br />
<br />CrOS!i
<br />--"."-'
<br />
<br />W
<br />0'\
<br />
<br />, "",,\
<br />",I
<br />~i
<br />,\;,~ '
<br />:'~ I
<br />
<br />Creek
<br />
<br />.1 immy C."Imp
<br />
<br />With
<br />
<br />11;'eet Above Confluence
<br />
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