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<br />'"~""""","~-~,,,,___,,.,,,~~_""",,,...-c""', _ <br /> <br />- ""'" ~~ <br /> <br />=-'''''---.:! <br /> <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 FLOOD PLAIN DATA FLOODWAY DATAl) <br /> CROSS STATION Q100 STREAM 10o-YR 10o-YR FLOODWAY WIDTH (F1)l2l FLOODWAY <br />IDENTIFICATION BED ELEV, FLOOD ELEV, u ELEV. <br /> SECTION (F1) (CFS) (MSl) (MSL) WIDTH (F1) L BANK R, BANK TOTAL (MSl) <br /> . <br />Upstream Limit of Reach 1 110 380+00 941 5878.4 5881 .7 46.7 <br />Downstream Limit of Reach 2 111 400+00 1780 5855.6 5859.1 74.4 <br />(Confl uence With Reach 1 ) 112 404+00 777 5861 .0 5864.7 142.3 12.2 13 0.1 142.3 5864.7 <br /> 113 407+24 777 5863.8 5867.5 50.2 <br /> 114 408+36 777 5870.0 5872.7 50.4 <br /> 115 410+00 777 5873.0 5875.8 129.2 <br />Upstream Limit of Reach 2 116 414+00 777 5877.0 5881 .1 45.4 <br />Downstream Limit of Reach 3 123 509+42 2768 5616.8 5620.9 383.3 <br />(Confl uence With Reach 1 ) 124 512+65 937 5622.5 5624.5 132.8 <br />, 125 516+00 937 5627.5 5629.4 108.1 <br /> 126 516+76 937 5627.0 5630.2 144.5 <br /> 127 519+00 937 5630.9 5634.1 78.7 <br /> 128 520+43 937 5632.7 5636.0 68.3 <br /> 129 523+00 937 5635.7 5640.4 49.5 <br /> 130 525+50 937 5642.7 5646.1 42.4 <br /> 131 528+00 937 5645.0 5650.0 30.9 <br /> 132 529+80 937 5647.8 5652.6' 49.1 <br /> 133 531+50 937 5650.7 5655.0 47.9 <br /> 134 532+83 937 5652.7 5657.8 32.2 <br /> 135 535+00 937 5661 .0 5664.0 58.5 <br /> 136 537+00 937 5668.0 5673.3 39.2 <br /> 137 538+60 937 5671 .0 5675.4 36.0 <br /> 138 540+20 937 5674.0 5678.3 26.3 <br /> 139 542+00 937 5677.0 5682.8 32.6 <br /> 140 544+00 937 5684.0 5688.1 44.9 <br /> 141 546+40 937 5687.0 5692.9 33.5 <br /> 142 547+82 937 5690.0 5695.5 51.4 <br />North Highlands Loop (Future) 143 549+40 937 5694.8 5700.4 31. 7 <br /> <br />(1) <br /> <br />Floodway data are based on encroachment causing up to 0.5 ft. vertical rise in the 100-y:ar flood elevation. <br />Where floodway data are not given they shall be assumed to be identical to the fiood plaIn data. <br /> <br />Left and right distances are measured from the center of the flowline of the channel looking downstream. <br /> <br />(2) <br /> <br />REVISED 10-9-80 <br /> <br />01<' "','H '(JSl...'f . f~,,' ,.... ,,,........"... <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DOUGLAS COUNlY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />DAD CLARK GULCH <br /> <br />CONT, <br /> <br />IJ Jack ~',~Cl,u~ ,,~~pany <br /> <br />TABLE 3 <br />SHEET 0 <br />