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<br />T
<br />A
<br />B
<br />L
<br />E
<br />2
<br />
<br />.
<br />
<br />-"
<br />
<br />..
<br />
<br />~
<br />
<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> - WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WlTH I INCREASE
<br />CROSS SECTION DlSTANCE1 WIDTH AREA VELOOTY fLOODWA Y fLoaoWAY
<br /> (FEE1l (SQUARE lFEET PER
<br /> FEE1) SECOND) (FEET NGVD)
<br />Spring Creek
<br />A 1,892 100 303 6.4 4,903.6 4,903.6 4,903.6 0.0
<br />B 2,408 69 264 6.9 4,904.1 4,904.1 4,905.1 1.0
<br />C 2,500 71 287 6.3 4,904.9 4,904.9 4,905.4 0.5
<br />D 2,609 70 322 5.7 4,905.6 4,905.6 4,905.8 0.2
<br />E 2,733 75 339 5.4 4,905.9 4,905.9 4,906.1 0.2
<br />F 2,911 75 315 5.8 4,906.3 4,906.3 4,906.4 0.1.
<br />e 3,138 73 290 6.3 4,906.8 4,906.8 4,906.9 0.1
<br />H 3,227 61 242 7.5 4,907.0 4,907.0 4,907.1 0.1
<br />I 3,338 70 302 5.8 4,907.9 4,907.9 4,907.9 0.0
<br />J 3,545 85 212 8.3 4,909.3 4,909.3 4,909.3 0.0
<br />K 3,667 1,084 3,417 0.6 4,915.7 4,915.7 4,915.7 0.0
<br />L 3,855 916 2,078 1.1 4,915.7 4,915.7 4,915.7 0.0
<br />K 4,270 541 1,308 1.7 4,915.8 4,915.8 4,915.8 0.0
<br />N 4,385 63 246 8.9 4,915.3 4,915.3 4,915.3 0.0
<br />0 4,479 71 368 5.9 4,916.7 4,916.7 4,916.7 0.0
<br />p 5,148 35 237 8.5 4,918.0 4,918.0 4,918.7 0.7
<br />Q 5,188 35 248 8.1 4,918.6 4,918.6 4,919.1 0.5
<br />R 5,400 73 224 9.0 4,920.0 4,920.0 4,920.0 0.0
<br />S 5,822 89 312 6.5 4,922.6 4,922.6 4,922.6 0.0
<br />T 5,920 85 221 9.1 4,924.7 4,924.7 4,924.7 0.0
<br />U 6,435 155 675 3.0 4,927.0 4,927.0 4,927.0 0.0
<br />V 6,659 113 394 4.7 4,927.0 4,927.0 4,927.0 0.0
<br />W 7,100 55 254 7.3 4,927.9 4,927.9 4,927.9 0.0
<br />X 7,453 45 242 7.6 4,928.5 4,928.5 4,929.2 0.7
<br />y 7,633 35 153 12.1 4,931.0 4,931.0 4,931.0 0.0
<br />Z 7,725 120 907 1.9 4,936.6 4,936.6 4,936.8 0.2
<br />
<br />1Feet Above Confluence With Cache La Poudre River
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />fLOODWAY DATA
<br />
<br />CITY OF FORT COLLINS. CO
<br />(LARIMER CO.)
<br />
<br />SPRING CREEK
<br />
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