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<br />Floodway Data
<br />
<br />Table 2
<br />
<br />Increase
<br />Feet
<br />
<br />BASE FLOOD ELEVATION
<br />
<br />With
<br />F100dway
<br />( Fee t
<br />
<br />Without
<br />Floodway
<br />~~ee t
<br />
<br />Ilegu 1.'1 tory
<br />-1E.eet)
<br />
<br />Mean
<br />Velocity
<br />
<br />(1!'~et per
<br />Secondl
<br />
<br />I"LOODWlI.Y
<br />
<br />Sect ion Area
<br />(Square Feet)
<br />
<br />Width
<br />(b~ee!l
<br />
<br />~CF.
<br />
<br />. t 1
<br />Du; anGI~
<br />---"
<br />
<br />sou
<br />
<br />.r'1...00D 1 NG
<br />
<br />CrOSG Section
<br />-..,,---"
<br />
<br />1.0
<br />0.5
<br />0.3
<br />0.8
<br />0.9
<br />0.0
<br />0.1
<br />0.0
<br />0.0
<br />0.0
<br />0.2
<br />0.5
<br />0.2
<br />0.0
<br />0.0
<br />0.0
<br />0.1
<br />0.0
<br />0.1
<br />0.0
<br />0.0
<br />0.0
<br />0.3
<br />0.4
<br />0.1
<br />0.7
<br />
<br />5,502.5
<br />5,503.0
<br />5,508.4
<br />5,509.7
<br />5,513.9
<br />5,521. 4
<br />5,522.3
<br />5,534.4
<br />5,535.9
<br />5,536.2
<br />5,545.7
<br />5,548.6
<br />5,552.7
<br />5,559.3
<br />5,563.3
<br />5,572.0
<br />5,577.6
<br />5,581. 4
<br />5,587.9
<br />5,587.8
<br />5,589.6
<br />5,599.0
<br />5,607.6
<br />5,612.0
<br />5,616.6
<br />5,627.4
<br />
<br />5, SOl. 5
<br />5,502.5
<br />5,508.1
<br />5,508.9
<br />5,513.0
<br />5,521.4
<br />5,522.2
<br />5,534.4
<br />5,535.9
<br />5,536.2
<br />5,545.5
<br />5,548.1
<br />5,552.5
<br />5,559.3
<br />5,563.3
<br />5,572.0
<br />5,577.5
<br />5,581.4
<br />5,587.8
<br />5,587.8
<br />5,589.6
<br />5,599.0
<br />5,607.3
<br />5,611.6
<br />5,616.5
<br />5,626.7
<br />
<br />5,501.5
<br />5,502.5
<br />5,508.1
<br />5,508.9
<br />5,513.0
<br />5,521. 4
<br />5,522.2
<br />5,534.4
<br />5,535.9
<br />5,536.2
<br />5,545.5
<br />5,548.1
<br />5,552.5
<br />5,559.3
<br />5,563.3
<br />5,572.0
<br />5,577.5
<br />5,581.4
<br />5,587.8
<br />5,587.8
<br />5,589.6
<br />5,599.0
<br />5,607.3
<br />5,611.6
<br />5,616.5
<br />5,626.7
<br />
<br />12.6
<br />11.8
<br />3.8
<br />5.5
<br />6.9
<br />8.7
<br />11. 4
<br />7.9
<br />11.6
<br />10.7
<br />6.9
<br />6.1
<br />9.4
<br />7.1
<br />11. 5
<br />9.1
<br />6.5
<br />11. 3
<br />6.4
<br />11. 9
<br />6.0
<br />9.2
<br />6.6
<br />11. 3
<br />11. 8
<br />6.6
<br />
<br />1,307
<br />1,400
<br />4,321
<br />2,948
<br />2,356
<br />1,831
<br />1,396
<br />1,971
<br />1,339
<br />1,454
<br />2,264
<br />2,473
<br />1,620
<br />2,102
<br />1,304
<br />1,645
<br />2,226
<br />1,279
<br />2,262
<br />1,227
<br />2,42.1
<br />1,584
<br />2,212
<br />1,282
<br />.1,226
<br />2,199
<br />
<br />180
<br />180
<br />
<br />398/1902
<br />329/1802
<br />330
<br />
<br />850/4~02
<br />1. 0003
<br />500
<br />1783
<br />2503
<br />
<br />550/2~02
<br />550
<br />5203
<br />4703
<br />3203
<br />346
<br />460
<br />.330
<br />180
<br />180
<br />470
<br />390
<br />460
<br />200
<br />230
<br />260
<br />
<br />780
<br />810
<br />195
<br />975
<br />565
<br />945
<br />105
<br />570
<br />620
<br />650
<br />100
<br />007
<br />065
<br />120
<br />990
<br />940
<br />440
<br />340
<br />510
<br />580
<br />640
<br />850
<br />390
<br />660
<br />960
<br />160
<br />
<br />2
<br />2
<br />:3
<br />4,
<br />5,
<br />7,
<br />7,
<br />7,
<br />9
<br />10
<br />11
<br />12
<br />12
<br />1:3
<br />15
<br />16
<br />17
<br />17
<br />17
<br />19
<br />21
<br />22
<br />22
<br />24
<br />
<br />Camp Creek
<br />
<br />A
<br />B
<br />C
<br />o
<br />E
<br />F
<br />G
<br />II
<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 />Jimmy
<br />
<br />w
<br />w
<br />
<br />2Width/Width Within Unincorporated Areas
<br />
<br />~Feet Above Confluence With Fountain Creek
<br />F100dway L.ic~ F.ntirely ~'lithin Corporate I,imits
<br />
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