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<br />T
<br />A
<br />B
<br />L
<br />E
<br />2
<br />
<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br /> SECTION FLOOOWAY FLOODWAY
<br />CROSS SECTION DISTANCE' WIDTH AREA VELOCITY
<br /> (FEET) (SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVD)
<br />Spring Creek
<br />(Cont'd)
<br />CA 27,245 270 291 5.9 5,046.5 5,046.5 5,047.1 0.6
<br />CB 27,569 188 523 3.3 5,047.7 5,047.7 5,048.6 0.9
<br />CC 28,031 122 271 6.4 5,051.6 5,051.6 5,051.9 0.3
<br />CD 28,655 154 948 1.7 5,058.0 5,058.0 5,059.0 1.0
<br />CE 28,920 128 563 2.9 5,058.0 5,058.0 5,059.0 1.0
<br />CP 29,140 215 272 6.0 5,059.5 5,059.5 5,059.5 0.0
<br />CG 29,165 240 619 2.6 5,062.1 5,062.1 5,062.6 0.5
<br />CH 29,930 58 164 9.5 5,064.1 5,064.1 5,064.3 0.2
<br />CI 30,654 61 161 9.3 5,069.3 5,069.3 5,070.3 1.0
<br />CJ 30,736 256 2,331 0.7 5,082.7 5,082.7 5,082.7 0.0
<br />CK 31,352 246 1,335 1.1 5,082.7 5,082.7 5,082.7 0.0
<br />CL 31,696 150 655 2.1 5,082.8 5,082.8 5,082.8 0.0
<br />CM 31,848 165 382 3.7 5,085.7 5,085.7 5,085.8 0.1
<br />CB 32,238 87 173 8.1 5,087.5 5,087.5 5,088.0 0.5
<br />CO 32,562 84 374 3.7 5,089.4 5,089.4 5,090.4 1.0
<br />CP 32,627 118 608 2.3 5,092.0 5,092.0 5,092.2 0.2
<br />CQ 33,222 88 283 3.9 5,092.4 5,092.4 5,092.7 0.3
<br />CR 34,186 90 228 4.8 5,100.6 5,100.6 5,101.5 0.9
<br />CS 35,063 600 1,204 0.8 5,107.7 5,107.7 5,108.6 0.9
<br />CT 35,908 148 170 5.9 5,109.7 5,109.7 5,109.7 0.0
<br />CU 36,483 260 335 2.6 5,114.4 5,114.4 5,115.3 0.9
<br />CV 37,078 80 124 7.1 5,119.0 5,119.0 5,119.5 0.5
<br />CW 37,848 260 285 3.1 5,125.7 5,125.7 5,126.5 0.8
<br />ex 38,818 140 213 4.1 5,137.1 5,137.1 5,137.7 0.6
<br />CY 38,885 300 367 2.4 5,137.9 5,137.9 5,138.2 0.3
<br />CZ 39,511 47 145 3.7 5,143.8 5,143.8 5,144.5 0.7
<br />
<br />1Peet Above Confluence With Cache La Poudre River
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAYDATA
<br />
<br />CITY OF FORT COLLINS. CO
<br />(LARIMER CO.)
<br />
<br />SPRING CREEK
<br />
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