|
<br />BASE FLOOD
<br />WATER SURFACE ELEVATION
<br />
<br />FLOODWAY
<br />
<br />FLOODING SOURCE
<br />
<br />INCREASE
<br />
<br />WITH
<br />lOOUWA Y
<br />
<br />I
<br />
<br />t ET NGVLJ)
<br />
<br />WITHOUT
<br />L OODWA Y
<br />
<br />REGULA-I DRY
<br />
<br />Mt:AN
<br />vElOCITY
<br />(HEl PER
<br />SElOND)
<br />
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />
<br />,322.6
<br />,329.2
<br />,355.2
<br />,354.3
<br />,355.3
<br />,379.6
<br />,383.7
<br />,388.4
<br />,398.6
<br />,401.1
<br />,410.3
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />5,322.6
<br />5,329.2
<br />5,355.2
<br />5,354.3
<br />5,355.3
<br />5,379.6
<br />5,383.7
<br />5,388.4
<br />5,398.6
<br />5,401.1
<br />5,410.3
<br />
<br />,322.6
<br />,329.2
<br />,335.2
<br />,354.3
<br />,355.3
<br />,379.6
<br />,383.7
<br />,388.4
<br />,398.6
<br />,401.1
<br />,410.3
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />.2
<br />.9
<br />.6
<br />.s
<br />.6
<br />.4
<br />.6
<br />.7
<br />.0
<br />.1
<br />.2
<br />
<br />5
<br />3
<br />4
<br />5
<br />3
<br />3
<br />1
<br />5
<br />7
<br />5
<br />8
<br />
<br />AHEA
<br />(SQUARl
<br />~U:n
<br />
<br />326
<br />467
<br />402
<br />312
<br />468
<br />382
<br />776
<br />192
<br />193
<br />265
<br />164
<br />
<br />WI ul t1
<br />(f Lt.n
<br />
<br />345
<br />350
<br />200
<br />9S
<br />105
<br />300
<br />270
<br />170
<br />85
<br />195
<br />90
<br />
<br />DIS T ANC
<br />
<br />8201
<br />4201
<br />7301
<br />0001
<br />2201
<br />1501
<br />4001
<br />9801
<br />0401
<br />3401
<br />9801
<br />
<br />1
<br />1
<br />3
<br />3
<br />4
<br />4
<br />4
<br />5
<br />6
<br />6
<br />
<br />ION
<br />
<br />Slaughterhouse
<br />Gulch
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />G
<br />H
<br />I
<br />J
<br />K
<br />
<br />CH.OSS StC
<br />
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />
<br />,389.4
<br />,390.6
<br />,402.0
<br />,404.7
<br />,409.6
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />,389.4
<br />,390.6
<br />,402.0
<br />,404.7
<br />,409.6
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />.4
<br />.6
<br />.0
<br />.7
<br />.6
<br />
<br />,389
<br />,390
<br />,402
<br />,404
<br />,409
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />4.9
<br />5.6
<br />5.0
<br />5.6
<br />4.4
<br />
<br />95
<br />82
<br />92
<br />82
<br />106
<br />
<br />195
<br />150
<br />180
<br />180
<br />110
<br />
<br />8002
<br />1,0502
<br />1,3252
<br />1,8052
<br />2,1552
<br />
<br />South Tributary
<br />Slaughterhouse
<br />Gulch
<br />A
<br />B
<br />C
<br />D
<br />E
<br />
<br />Slaughterhouse Gulch
<br />
<br />FLOODWAY DATA
<br />
<br />Above Confluence With
<br />
<br />2Feet
<br />
<br />Above Confluence With South Platte River
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />CITY OF liTTLETON, COLORADO
<br />
<br />IFeet
<br />
<br />GULCH-SOUTH TRIBUTARY SLAUGHTERHOUSE GULCH
<br />
<br />SLAUGHTERHOUSE
<br />
<br />)
<br />
<br />(ARAPAHOE AND DOUGLAS COS
<br />
<br />T
<br />A
<br />B
<br />L
<br />E
<br />2
<br />
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