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<br />REVIS <br /> <br />T <br />A <br />B <br />l <br />E <br />2 <br /> <br /> flOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION' <br /> SECTION MEAN ) REGULATORY I WITHOUT J WITH J IlNCREASE <br /> CROSS SECTION WIDTH AREA VELOCITY flOODWAY FlOODWAY <br /> DISTANCE (FEET] (SQUARE (FEET PER <br /> FEET] SECOND) (FEET NGVD) <br />Cache La Poud re <br />River <br /> A2 2,1903 NfA NfA NfA NfA NfA NfA NfA <br /> B 6,0003 552 2,320 6.3 4,604.1 4,604.1 4,605.1 1.0 <br /> C 9,4903 710 3,100 3.2 4,607.8 4,607.8 4,608.8 1.0 <br /> D 11,2803 1,168 3,860 2.6 4,609.8 4,609.8 4,610.8 1.0 <br /> E 13,4803 448 2,060 4.8 4,612.9 4,612.9 4,613.9 1.0 <br /> F 13,6703 440 2,120 4.7 4,613.6 4,613.6 4,614.6 1.0 <br /> G 15,3403 906 5,080 2.0 4,617.1 4,617.1 4,618.1 1.0 <br /> H 15,7703 480 1,190 8.4 4,617 .4 4,617.4 4,618.4 1.0 <br />\ATA I 17 ,2303 ,694 2,620 3.8 4,620.1 4,620.1 4,621.1 1.0 <br />J 18,8803 797 3 230 3.1 4 622. S 4.622.5 4 h?1" ~ 1.n <br />K 21,740J --~ _.u __0 __0 _ 6 __6 - 6 <br /> L 22,8003 __ 0 __6 -- 6 __ 6 __6 __6 -- 6 <br />\ M 24,2903 __6 __6 -- 6 __6 __6 __6 -- 6 <br />N 24,3103 __6 __6 __6 __ 6 __6 __6 -- 6 <br />0 25,3233 __6 __6 __6 __ 6 __6 _:'6 -- 6 <br /> P 26,9673 __6 __6 __6 __6 __6 __6 -- 6 <br /> Q 27,4153 __6 __ 6 __6 __ 6 __ 6 __6 __6 <br /> R 28,0063 __6 __ 6 __6 __ 6 __6 __6 -- 6 <br /> S 28,8183 __6 __ 6 __6 __ 6 __6 __6 __ 6 <br /> T 28,955 644 4,960 2.1 4,641.0 4,641.0 4,642.0 1.0 <br /> U 29,3603 1,0484 5,980 1.8 4,641.1 4,641.1 4,642.1 1.0 <br /> V 31,9303 5954 2,450 2.4 4,642.2 4,642.2 4,643.2 1.0 <br /> W 33,8203 2414 850 7.0 4,644.3 4,644.3 4,645.3 1.0 <br /> X 34,2803 1,9104 10,900 0.3 4,645.3 4,645.3 4,646.3 1.0 <br /> y 35,0203 8515 2,690 3.1 4,645.5 4,645.5 4,646.5 1.0 <br /> Z 35,7603 1,8875 1,100 1.2 4,646.9 4,646.9 4,647. 9 1.0 <br /> <br />.' <br /> <br /><ll <br />::l <br /><=> <br /><ll <br />'-' <br /><1l <br />.,., <br />'" <br />p. <br />o <br />'" <br />p. <br />P. <br /><1l <br />0: <br />H <br /> <br />.<:: <br />" <br />t\l <br /><ll <br />0:: <br />CIl <br />.,., <br />.<:: <br />H <br />0: <br />.... <br />>. <br />~ <br />-0 <br />o <br />o <br />..... <br />I<< <br />4-< <br />o <br />CIl <br />0: :> <br />o 0 <br />.... ..... <br />'-'4-< <br /><1l '" <br />0: <ll <br />""> <br />.... 0 <br />CIl <br /><ll 0 <br /><=>'-' <br />'" <br /> <br />1Elevations Shown Here Differ From Those Presented in the Flood Plain Information Report for Cache La Poudre <br />River (Reference 4). This is due to the Different Cross Section Stationing in the Two Studies. <br />2Cross Section Lies Entirely Within South Platte River F100dway 3Feet Above Confluence With so~YISEBv"O <br />4Width Extends Beyond County Limits 5Width Lies Entirely Outside County Limitl\~ <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA REFLECT to <br /> <br /> <br />WELD COUNTY, CO <br />(UNINCORPORATED AREAS) <br /> <br />CACHE LA POUDRE RIVE <br /> <br /> <br />NOV23194 <br />