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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 />A-9 <br /> <br /> FLOODING SOURCE FLOOD PLAIN OATA FLODDWAY DATA <br /> STATlONI IOOyr DISCHARGE THALWEG IOOyr FLDDD IOOyr FLOOO PLAIN FLOOOWAY WIOTH2 FLOODWAY <br />IDENTIFICATION CROSS SECTION <br /> (CFS) ELEV (MSL) ELEV. (MSL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) <br /> 32 114+10 1100' 5421.8 5426.8 318 38 52 90 5426.8 <br /> 33 117+20 1100' 5425.0 5427,9 221 47 52 99 5427,9 <br />8TH AVE. 34 119+10 1050' 5427,0 5429.2 215 140 60 200 5429.3 <br /> 35 119+53 1150 5424,4 5429.2 146 131 15 146 5429.2 <br /> 36 121+80 1150 5427,0 5430.7 140 72 68 140 5430,7 <br />HIGHLlNE CANAL 37 125+48 1150 5428.0 543 1 .8 D / S 490 72 418 490 5431.6 . <br /> 36 127.82 1150 5432,2 5445. I U/S 790 220 570 79J 5445. I <br /> 39 129+77 1150 5439.0 5445. I 569 145 424 569 5445. I <br /> 40 133+00 1100 5439,0 5445. I 260 108 152 260 5445. I <br /> 41 I 37 +56 1100 5439.0 5445.2 140 120 20 140 5445.2 <br />LARADO ST. 41.5 138+20 1100 5439.0 5445.2 Dls 112 88 24 112 5445.2 <br /> 42 139+ 12 1100 5439.0 5449.2 ulS 252 55 65 120 5449.2 <br /> SAB E DITCH OVER FLOW <br /> 102 7+00 1715 5335.0 5342.2 120 62 26 88 5342,6 <br /> 103 8+25 1715 5335.5 5342.6 272 90 18 108 5342.8 <br /> 104 10+99 1715 5336.0 5342.6 535 82 29 III 5343. I <br /> 105 17+50 1715 5340.2 5343.8 295 70 46 116 5344.5 <br /> 2 19+98 1470 5342.0 5346.0 - 70 195 265 6346.0 <br /> . <br /> <br />I. DISTANCE IN FEET A60VE MOUTH. <br /> <br />2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM. <br /> <br />3. AREA 8ETWEEN FIRST AND SECOND DISTANCE IS <br />EXCLUDED FROM FLOODWAY. <br /> <br />DVERLAND FLOW ONLY. REMAINDER OF FLOW IN STORM SEWER <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN ORAINAGE a FLOOO CONTROL OISTRICT <br /> <br />GRANBY <br /> <br />DITCH AND SABLE DITCH OVERFLOW <br /> <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF AURORA <br /> <br />TABLE VII <br />