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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />FLOODING SOURCE F LOO D PLAI N DATA FLOODWAY DATA <br /> C ROSS SECT. 100 YEAR TH ALWEG 100 YR.FL<XX FLOOD PLAIN LEFT DIST. FLOODWAY RIGHT DIST FLOODWAY <br />IDENTIFICATION a STATION I DISCHARGE ELEV. (MSL) ELEV. (MSL) WIDTH (FT.) (FT.) 2 WI DTH(FT) (FT.) 2 ELEV.(MSL) <br /> ( CFS) <br /> 519+00 14000 5667.0 5678.0 378 + + + + <br /> 519+80 " 5667.9 5679.7 520 + + + + <br /> 525+40 " 5675.7 5685.4 596 + + + + <br /> 531+25 " 5685.7 5694.8 860 495 840 345 5694.8 <br /> 531+98 " 5686.9 5696.6 880 435 765 330 5696.6 <br />Private Road 532+12 " 5686.9 5696.8 880 435 765 330 5696.8 <br /> 532+62 " 5688.0 5696.8 875 410 740 330 5696.8 <br /> 535+60 " 5693.2 5703.2 386 + + + + <br /> 543+20 " 5705.9 5719.0 305 120 295 175 5719.0 <br /> 546+00 " 5711.0 5726.4 263 43 53 10 5726.4 <br />Soda Lakes Road 546+30 " 5711.8 5727.2 263 43 53 10 5727.2 <br /> 547+00 " 5713.2 5733.9 32(1 + + + + <br /> 549+40 " 5719.2 5733.9 157 + + + + <br /> 549+90 " 5724.0 5733.9 151 + + + + <br /> 553+30 " 5724.7 5739.8 239 + + + + <br /> 555+30 " 5728 . 2 5741. 5 282 + + + + <br /> 555+35 " 5732.7 5742.3 286 + + + + <br /> 557+90 " 5734.3 5744.8 300 + + + + <br /> 559+95 " 5737.6 5741. 8 390 + + + + <br /> 561+45 " 5739.3 5755.7 367 220 310 90 5755.7 <br /> 564+10 " 5743.9 5759.4 420 225 260 35 5759.5 <br /> 566+10 " 5747.2 5762.1 510 220 270 50 5762.1 <br /> 568+50 : " 5751. 3 5766.1 560 + + ... + <br /> 571+05 13500 5756.7 5772.6 380 160 270 110 577 2.6 <br /> 572+22 " 5760.0 5775.3 344 140 310 170 5775.8 <br />Park Avenue 572+52 " 5760.0 5777.0 381 140 310 170 5777.1 <br /> 575+35 " 5766.7 5780.4 270 50 195 145 5780.4 <br /> 577+50 " 5768.8 5785.4 296 45 200 155 5785.4 <br />Canon Street 577+80 " 5769.7 5786.3 297 45 200 155 5786.3 <br /> 578+40 " 5772.8 5788.0 230 45 200 155 5788.1 <br /> 580+75 " 5776.2 5788.8 133 + + + + <br /> 581+90 " 5778.8 5792.6 112 + + + + <br />State Hwy. 8 582+40 " 5778.8 5792.7 112 + + + + <br /> 585+00 " 5786.1 5797.5 308 135 250 115 5797.5 <br /> 588+70 " 5793.5 5804.5 273 + + + + <br /> 593+00 " 5803.8 5813.2 204 + + + + <br /> 597+50 " 5811. 8 5823.0 lY4 + + + + <br /> 598+24 " 5813 .1 5826.4 199 + + + + <br />Union Avenue 598+56 " 5813.6 5828.9 211 + + + + <br /> 600+50 " 5818.4 5833.4 217 35 180 145 5833.4 <br /> 603+00 " 5828.6 5842.9 152 40 120 80 5842.9 <br /> 607+50 " 5845.0 5859.2 88 + + + + <br /> <br />DISTANCE IN FEET ABOVE MOUTH <br /> <br />2 FROM CENTER OF CHANNEL TO <br />ROODWAY BOUNDARY, LOOKING <br />DOWNSTREAM <br /> <br />+ CONFINED TO CHANNEL OR <br />ENCROACHMENT NOT APPLICABLE <br /> <br />BEAR CREEK <br />AT MORRISON <br /> <br />UIll'''. DRAlJu..r . ,LooD CONTROL DIITRICT <br />'LOOD HAZA"D ...RIA DUlln"fION <br />IOUTHI... "I"'III'ON COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY <br />REFERENCE DATA <br /> <br />CO NSU L N - I UL <br />(NeLIWOOD ,COLD" <br />DIII.'UD__!"-Z,,;,__ APP .;_... _ preC/1C1 <br />..... ___I.e. - - J"" I <br />CHICK ~ t"U Dr.VIR.COLO. ~'-,.. ...- <br /> <br /> <br />"PP. IT __ ________ <br /> <br />TABLE 2 <br />