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<br /> I
<br /> I ..
<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION .
<br /> I ..
<br /> I WITH r WITHOUT I DIFFERENCE
<br />CROSS SECTION DISTANCE' WIDTH SECTION AREA MEAN VELOCITY FLOODWAY FLOODWAY
<br /> (FEET) (SQUARE FEEr) (FEET PER (FEET NGVD)
<br /> SECOND)
<br />Burgess Creek
<br /> A 1,000 30 75 4.9 6,766.2 6,765.2 1.0
<br /> B 1,150 25 50 7.0 6,768.5 6,768.5 0.0
<br /> C 1,450 25 55 6.3 6,775.2 6,774.6 0.6
<br /> D 1,800 40 55 6.6 6,781.0 6,781.0 0,0
<br /> E 2,000 30 50 7.4 6,784.9 6,784.8 0.1
<br /> F 2,400 30 50 7.2 6,794,8 6,794.8 0.0
<br /> G 2,600 20 45 8.3 6,800.3 6,800.3 0,0
<br /> H 3,000 20 45 8.4 6,811.7 6,811. 7 0.0
<br /> I 3,300 20 45 8.4 6,823.3 6,823.3 0,0
<br /> J 3,600 20 45 8.4 .. 6,835.0 6,835.0 0.0
<br /> K 3,850 20 45 8.2 6,846.9 6,846.0 0.9
<br /> L _ 4,100 15 45 8.0 6,856.6 6,856.6 0.0
<br /> M 4,250 25 110 3.3 6,863.9 6,863.5 0.4
<br /> N 4400 25 45 7.8 6 869.6 6 869.6 0.0
<br /> I~ 5,660 25 62 I 6.6 6,940.1 6,940.1 0.0 1
<br /> f.'ld~ ')0 .0 Rd f. Q~7 "l f.'Q~7 "l f\f\
<br /> Q 6,600 20 45 ~ 8.0 6,984.9 6,984,9 0.0
<br /> R 6,730 20 45 8.0 6,989,9 6,989.9 0.0
<br /> S 6,850 60 360 1.0 7,002,2 7,001.4 0.8
<br /> T 7,000 20 50 7.2 7,002,0 7,001.9 0.1
<br /> U 7,250 20 50 7.2 7,018,0 7,018.0 0.0
<br /> V 7,500 25 115 3.2 7,037,8 7,037.8 0.0
<br /> W 7,800 25 50 6.9 7.052.9 7,052,9 0.0
<br />1Feet Above Confluence With Walton Creek I REVISED DATA
<br />T FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DA~~ .1 1)1'1\., F"~.
<br />A ~ ~V~~fp.~H fa
<br />B
<br />L TOWN OF STEAMBOAT SPRINGS, CO
<br />E BURGESS CREEKREfLECT ~OMR
<br />1 (ROUTT CO.)
<br /> DATED APR 1 2 2004
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