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<br />Table 2
<br />
<br />Floodway Data
<br />
<br />Increase
<br />(Feet)
<br />
<br />BASE FLOOD ELEVATION
<br />
<br />With
<br />Floodway
<br />(Feet)
<br />
<br />Without
<br />Floodway
<br />(Feet)
<br />
<br />Regulatory
<br />(Feet)
<br />
<br />Mean
<br />Veloci ty
<br />(Feet per
<br />Second)
<br />
<br />FLOODWAY
<br />
<br />Section Area
<br />SQuare Feet
<br />
<br />Width
<br />(Feet)
<br />
<br />FLOODING SOURCE
<br />
<br />Distance1
<br />
<br />o
<br />o
<br />o
<br />o
<br />0'
<br />3
<br />5
<br />5
<br />o
<br />0'
<br />9
<br />o
<br />5
<br />5
<br />5
<br />5
<br />1
<br />o
<br />o
<br />o
<br />2
<br />1
<br />o
<br />9
<br />6
<br />2
<br />
<br />1
<br />1
<br />
<br />347.5
<br />348.2
<br />
<br />346.5
<br />347.2
<br />355.4
<br />
<br />346.5
<br />347.2
<br />355.4
<br />
<br />
<br />o
<br />o
<br />o
<br />o
<br />i
<br />o
<br />1
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />o
<br />1
<br />o
<br />o
<br />o
<br />
<br />5,385.7
<br />5,385.9
<br />5,385.9
<br />5,401. 9
<br />5,418.6
<br />5,429.7
<br />5,451.3
<br />5,451.8
<br />5,458.9
<br />5,459.9
<br />5,459.9
<br />5,466.7
<br />5,469.1
<br />5,475.2
<br />5,477.1
<br />5,483.7
<br />5,487.8
<br />5,494.0
<br />5,502.8
<br />5,511.4
<br />5.518.6
<br />
<br />5,385.4
<br />5,385.4
<br />5,385.4
<br />5,401. 9
<br />5,417.6
<br />5,428.8
<br />5,450.3
<br />5,451.3
<br />5,458.4
<br />5,459.4
<br />5,459.4
<br />5,466.6
<br />5,469.1
<br />5,475.2
<br />5,477.1
<br />5,483.5
<br />5,487.7
<br />5,493.0
<br />5,501.9
<br />5,510.8
<br />5.518.4
<br />
<br />5,385.4
<br />5,385.4
<br />5,385.4
<br />5,401.9
<br />5,417.6
<br />5,428.8
<br />5,450.3
<br />5,451.3
<br />5,458.4
<br />5,459.4
<br />5,459.4
<br />5,466.6
<br />5,469.1
<br />5,475.2
<br />5,477.1
<br />5,483.5
<br />5,487.7
<br />5,493.0
<br />5,501.9
<br />5,510.8
<br />5.518.4
<br />
<br />4
<br />6
<br />10
<br />6
<br />'4
<br />5
<br />4
<br />5
<br />4
<br />-
<br />4
<br />4
<br />4
<br />5.9
<br />4.3
<br />5.6
<br />6.4
<br />2.0
<br />3.4
<br />3.6
<br />7.8
<br />2.7
<br />2.9
<br />1.1
<br />4.5
<br />6.6
<br />3.6
<br />
<br />850
<br />560
<br />350
<br />573
<br />86'S
<br />763
<br />993
<br />751
<br />861
<br />---
<br />456
<br />445
<br />450
<br />463
<br />643
<br />494
<br />429
<br />393
<br />796
<br />761
<br />353
<br />017
<br />933
<br />510
<br />387
<br />264
<br />485
<br />
<br />1
<br />
<br />1
<br />
<br />2
<br />
<br />181
<br />100
<br />70
<br />237
<br />m
<br />140
<br />180
<br />180
<br />243
<br />i80
<br />65
<br />170
<br />296
<br />301
<br />190
<br />69
<br />262
<br />255
<br />370
<br />158
<br />462
<br />950
<br />775
<br />126
<br />73
<br />551
<br />
<br />Cross Section
<br />
<br />Greenwood Gulch
<br />A
<br />
<br />100
<br />400
<br />350
<br />950
<br />
<br />1
<br />1
<br />3
<br />5
<br />
<br />REVISED DATA
<br />
<br />
<br />900
<br />032
<br />225
<br />575
<br />-
<br />120
<br />,295
<br />695
<br />775
<br />335
<br />620
<br />165
<br />345
<br />800
<br />905
<br />360
<br />080
<br />010
<br />120
<br />455
<br />720
<br />330
<br />
<br />7
<br />8
<br />8
<br />11
<br />i4
<br />15
<br />18
<br />18
<br />19
<br />19
<br />20
<br />20
<br />20
<br />20
<br />21
<br />22
<br />23
<br />23
<br />24
<br />25
<br />26
<br />
<br />F
<br />G
<br />H
<br />I
<br />-
<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 />-t:--
<br />N
<br />
<br />REVISED TO
<br />REFLECT LOMR
<br />JAN 2 3 2002
<br />
<br />.....-...............-.-....-...".:-~~
<br />
<br />Above Confluence With Little Dry Creek
<br />
<br />lFeet
<br />
<br />
<br />Floodway Data
<br />
<br />Table 2
<br />
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