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<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION
<br /> REGULATORY I WITHOUT I WITH I
<br />CROSS SECTION DISTANCE' WIDTH SECTION AREA MEAN VELOCITY FLOODWAY FLOODWAY INCREASE
<br /> (FEET) (SQUARE FEET) (FEET PER
<br /> SECOND) (FEET NGVD)
<br /> Pine Creek ~ REVISED BY LOMa DATED JULY 28, 2000
<br /> A 865 35 166 12.4 6,286.0 6,286.0 6,286.1 0.1
<br /> B 1,775 27 152 13.5 6,305.4 6,305.4 6,305.4 0.0
<br /> C 2,900 42 176 11.7 6,325.4 6,325.4 6,325.4 0.0
<br /> D 4,385 39 75 8.0 6,364.1 6,364.1 6,364.1 0.0
<br /> E 6,495 30 69 8.7 6,420.8 6,420.8 6,420.8 0.0
<br /> F 12,930 175 590 6.1 6,544.8 6,544.8 6,545.4 0.6
<br /> G 13,510 150 1,115 3.2 6,545.3 6,545.3 6,546.3 1.0
<br /> H 14,260 70 299 12.0 6,554.1 6,554.1 6,554.2 0.1
<br /> I 15,210 110 354 10.2 6,576.8 6,576.8 6,576.9 0.1
<br /> J 16,290 120 358 10.1 6,600.2 6,600.2 6,600.2 0.0
<br /> K 16,720 90 328 11.0 6,608.7 6,608.7 6,608.7 0.0
<br /> L 17,600 100 408 8.8 6,626.3 6,626.3 6,626.3 0.0
<br /> M 18,300 60 293 12.3 6,647.5 6,647.5 6,648.2 0.7
<br /> N 19,050 90 327 11.0 6,668.6 6,668.6 6,668.6 0.0
<br /> 0 19,350 80 311 11.6 6,675.0 6,675.0 6,675.2 0.2
<br /> P 20,490 110 352 10.2 6,694.7 6,694.7 6,695.5 0.8
<br /> \.l ~~, IVV JV ....v IV.:1 v, 'JO. v, 1 ':>0." V,/JO. -u;u
<br /> L1 IJ
<br /> .:J ~.., OJV ;)~ I;) o. -U,OU~. / V,OU~. O,O\1;).V v.;)
<br /> 1 ..:;O,..:;UU JV 'I 0.0 O,OJO.l 0,0;)0.1 v,o.:>o./ V.O
<br /> -- --- ~. - - ~ .- ~ ~~- -
<br /> V "',VJV JV 'I O.V -V,O'J... U,U/.J." V,O/.>., V.J
<br /> V ":;',":;UU JV V~ I.' 0,71.:>.J 0,'1.:1.;) u,:n;). V.I
<br /> W ,jU,/lJU .:IU 01 /I.U O,';)U'.:I O,~JO.,j o..,,::m. 0:0
<br /> \ REVISED DATA f ~ i ,t )'
<br /> "I-> ~ ~.' I \,.,/
<br /> - .' . c., f ~C.''''4'-^''''',~'' O~,1R
<br /> . ~.. V j
<br /> , t,... LL:. I ~,;.j !
<br /> i;''''-' ~\"I~ED AUG 2 3 2006
<br /> UJ
<br />IFeet Above the Outfall of the Storm Drain Svstem
<br />T FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />A FLOODWAY DATA
<br />B
<br />L EL PASO COUNTY, CO
<br />E PINE CREEK
<br /> AND INCORPORATED AREAS
<br />5
<br />
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