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<br />FLOODING SOURCE FlOODWAY BASE flOOD <br /> WATER SURFACE ELEVATION <br /> MEAN REGULATORY I WITHOUT I WITH I INCREASE <br /> SECTION FLOODWA Y FLOOOWAY <br />CROSS SECTION DISTANCE' WIDTH AREA v!:LOCITY <br /> (FEET) (SQUARE (FEET PER <br /> FEET) SECOND) (FEET NGVD) <br />Spring Creek <br />(Cont'd) <br />AA 7,910 71 570 3.0 4,936.6 4,936.6 4,936.8 0.2 <br />AB 8,396 68 427 4.0 4,936.8 4,936.8 4,937.1 0.3 <br />AC 8,955 80 227 7.6 4,939.0 4,939.0 4,939.0 0.0 <br />AD 9,165 84 292 5.9 4,940.9 4,940.9 4,941.5 0.6 <br />AE 9,245 85 301 5.7 4,941.1 4,941.1 4,941.6 0.5 <br />AF 9,462 135 210 7.3 4,945.4 4,945.4 4,945.8 0.4 <br />AG 9,783 192 894 1.7 4,946.4 4,946.4 4,947.1 0.7 <br />AH 10,375 85 290 5.3 4,950.1 4,950.1 4,950.2 0.1 <br />AI 10,882 140 407 3.8 4,951.4 4,951.4 4,951.6 0.2 <br />AJ 10,968 136 289 5.3 4,951.5 4,951.5 4,951.7 0.2 <br />AI< 11 ,200 82 233 6.6 4,952.9 4,952.9 4,952.9 0.0 <br />AL 11,471 174 506 3.0 4,954.2 4,954.2 4,954.4 0.2 <br />AM 11 ,829 207 388 3.9 4,955.0 4,955.0 4,955.1 0.1 <br />AN 12,318 106 195 7.8 4,957.8 4,957.8 4,957.8 0.0 <br />AO 12,430 140 451 3.4 4,959.1 4,959.1 4,959.2 0.1 <br />AP 12,612 60 369 4.1 4,959.8 4,959.8 4,960.5 0.7 <br />AQ 12,754 52 334 4.6 4,959.8 4,959.8 4,960.8 1.0 <br />AR 12,882 79 177 8.6 4,961.0 4,961.0 4,961.0 0.0 <br />AS 13,045 75 259 5.9 4,963.5 4,963.5 4,963.6 0.1 <br />AT 13,305 55 269 5.7 4,964.9 4,964.9 4,965.0 0.1 <br />AU 13,548 80 247 6.2 4,965.4 4,965.4 4,965.6 0.2 <br />AV 13,755 100 257 6.0 4,968.5 4,968.5 4,968.7 0.2 <br />AW 13,903 180 461 3.3 4,969.4 4,969.4 4,969.4 0.0 <br />AX 14,342 167 317 4.8 4,971. 7 4,971.7 4,971. 7 0.0 <br />AY 14,706 51 153 10.0 4,974.1 4,974.1 4,974.1 0.0 <br />AZ 15,085 39 237 6.3 4,977.1 4,977.1 4,977.2 0.1 <br /> <br />1Feet Above Confluence With Cache La Poudre River <br /> <br />T <br />A <br />B <br />L <br />" <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />CITY OF FORT COLLINS, CO <br />(LARIMER CO.) <br /> <br />L <br /> <br />FLOODWAYDATA <br /> <br />- . <br /> <br />SPRING CREEK <br />