<br />,
<br />
<br />_._______.__.___n__
<br />
<br />c
<br />
<br />..
<br />
<br />Table 2. Floodway Data
<br />
<br />BASE FLOOD EI,!:''VATION
<br />
<br />FLOODING SOURCE
<br />
<br />FLOODWAY
<br />
<br />Mean
<br />Velocity
<br />(Feet per
<br />Second)
<br />
<br />without
<br />Floodway
<br />(Feet)
<br />
<br />With
<br />Floodway
<br />~(Feet)_
<br />
<br />1 Width
<br />Distance (Feet)
<br />
<br />Section Area
<br />(Square Feet)
<br />
<br />Regulatory
<br />(Feet)
<br />
<br />Increase
<br />(Feet)
<br />
<br />Cross Section
<br />
<br />Monument Creek
<br />(Cont'd)
<br />Z
<br />AA
<br />AB
<br />AC
<br />AD
<br />AE
<br />AF
<br />AG
<br />AH
<br />
<br />I
<br />15,850
<br />I
<br />15,870
<br />15,9001
<br />15,940'
<br />16,7101
<br />17,530'
<br />18,2401
<br />18,2701
<br />19 0901
<br />
<br />0.0
<br />0.0
<br />0.1
<br />0.1
<br />0.0
<br />0.0
<br />0.8
<br />0.0
<br />o 5
<br />
<br />6,060.8
<br />6,062.0
<br />6,063.0
<br />6,063.8
<br />6,070.9
<br />6,074.8
<br />6,083.3
<br />6,086.6
<br />6 086 6
<br />
<br />6,060.8
<br />6,062.0
<br />(,063.0
<br />0,063.8
<br />6,070.9
<br />6,074.8
<br />6,083.3
<br />6,086.6
<br />6 086 6
<br />
<br />6.060.8
<br />6,062.0
<br />6,063.1
<br />6.063.9
<br />6,070.9
<br />6.074.8
<br />6,084.1
<br />6,086.6
<br />6 087 1
<br />
<br />1,628
<br />1,806
<br />2,002
<br />2,100
<br />1,815
<br />2,272
<br />2,338
<br />2,675
<br />3 897
<br />
<br />19.7
<br />17.7
<br />16.0
<br />15.2
<br />17.6
<br />14.1
<br />13.7
<br />12.0
<br />8 2
<br />
<br />140
<br />140
<br />130
<br />130
<br />180
<br />200
<br />370
<br />370
<br />310
<br />
<br />w
<br />'"
<br />
<br /> , , . , . '. . . .
<br />AI 19,660 150 2,005 16.0 6,086.6 6,086.6 6 086.7 0.1
<br />AJ 19,730' 150 2,221 14.4 6,088.8 6,088.8 6 088.3 O.U
<br />AK 20,340' 200 1,868 17.3 6,090.9 6,090.9 ( D90.9 0.0
<br />AL 21,4402 150 2,033 15.7 6;099.8 6.099.8 6,,100.2 0.4
<br />AM 23,8602 200 1,945 16.5 6,110.5 6,110.5 6,110.5 0.0
<br />AN 25,5502 230 2,203 14.5 6,121. 3 6,121. 3 6.,121. 4 0.1
<br />AD 27,1602 230 2,119 15.1 6,131.2 6,131. 2 6,131. 2 0.0
<br />AP 28,8102 200 1,972 15.7 6,140.6 6,140.6 6,140.8 0.2
<br />AQ 29,570 240 2,333 13.7 6,146.1 6,146.1 6,146.1 0.0
<br />AR 30,7702 110 1,462 21.2 6,158.6 6,158.6 6,158.6 0.0
<br />AS 30,8702 110 1,822 17.0 6,161.9 6,161. 9 6.161.9 0.0
<br />AT 31,7802 220 2,920 10.6 6,166.5 6,166.5 6.166.5 0.0
<br />AU 32,9002 250 3,113 10.0 6,168.2 6,168.2 6.168.4 0.2
<br />AV 33,9302 230 1,926 16.1 6,176.2 6,176.2 6,176.2 0.0
<br />AW 34,8102 220 1,948 15.9 6,184.9 6,184.9 6,184.9 0.0
<br />AX 36,1102 180 1,872 16.6 6,192.9 6,192.9 6,193.0 0.1
<br />
<br />REVISED TO
<br />REFLECT LOMR
<br />DATED FES 1 5 1994
<br />
<br />1
<br />Feet Above Confluence With Fountain Creek
<br />2
<br />Subtract 500 feet
<br />
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