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<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION
<br /> I WITHOUT WITH
<br /> CROSS SECTION DISTANCE' WIDTH SECTION AREA MEAN VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br /> (FEET) (SQUARE FEET) I (FEET PER
<br /> 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 /> CF 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 2331 0.7 5,082.7 5,082.7 5,082.7 0.0
<br /> CK 31,352 246 1335 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 /> CN 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 4 100.6 5100.6 5 101.5 0.9
<br /> CS 35.063 615 407 2.5 5,108.3 5.108.3 5,108.3 0.0
<br /> CT 35.908 250 190 5.3 5.111.4 5.111.4 5.111.6 0.2
<br /> CU 36,483 260 371 2.4 5,115.2 5,115.2 5,116.1 0.9
<br /> CV 37,078 100 138 6.4 5,120.1 5,120.1 5,120.4 0.3
<br /> CW 38.170 160 269 3.3 5,129.7 5,129.7 5,130.6 0.9
<br /> CX 38.960 150 160 5.5 5.137.9 5,137.9 5.138.7 0.8
<br /> CY 39,027 160 341 2.6 5.138.3 5.138.3 5,139.3 1.0
<br /> CZ 39,340 69 117 7.5 5,140.8 5.140.8 5,141.5 0.7
<br /> I
<br />1 Feet Above Confluence With Cache La Poudre River REVISED DATA
<br />T FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA
<br />A E
<br />B
<br />L CITY OF FORT COLLINS, CO
<br />E SPRING CREE'REflECT LOM
<br />2 (LARIMER CO.)
<br /> n ~ 1 Ff. N'i
<br /> . \.....u
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