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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 FLOOD PLAIN DATA FLOODWAY DATA 3 <br /> CROSS STATION' Op 100 STREAM IOO-YR. IOO-YR. FLOODWAY WIDTH (FT,)4 FLooDl(AY <br />IDENTIFICATION BEpu!:~LS" FLOP~~\EV. (EL ~i <br />SECTION ( FTl Ir.F!:1 WIDTH ( FTl L. BANK R. BANK TOTAL MSL <br /> 28 8+20 4790 5779.4 5781. 2 835 289 75 364 5781.7 <br /> 27 18+00 4810 5788.2 5790.4 575 394 181 575 5790.4 <br /> 26 28+ 75 4690 5795.0 5800.0 32'. 56 106 162 5800.5 <br /> 25 40+80 4700 5803.6 5807.7 li25 60 100 160 5808.2 <br /> 24 52+55 4720 5809.9 5815.2 150 31 94 125 5815.7 <br />Jordan Road 23 53+00 4720 5811 .0 5819.0 315 - - - - <br /> 22 53+40 4720 5811 . 2 5819.0 280 38 107 145 5819.5 <br /> 21A 64+00 4720 5819.3 5826.1 124 43 30 73 5826.6 <br /> 21 74+60 4730 5827.4 5834.6 90 40 50 90 5834.6 <br /> 20 87+60 4740 5837.8 5844.2 179 69 110 179 5844.2 <br /> 19A 104+00 4750 5853.9 5857.3 280 30 250 280 5857.3 <br /> 19 114+ 1 0 4510 5862.7 5866.2 215 95 120 215 5866.2 <br /> 18A 122+ 30 4530 5870.0 5875.4 450 89 263 352 5875.9 <br /> 18 137+45 4560 5886.6 5891.1 460 118 45 163 5891.6 <br /> 17 152+50 4590 5898.7 5903.6 905 45 310 355 5904.1 <br />West Parker Road 16 153+10 4590 5907.5 5907.5 915 - - - - <br /> 15 153+50 4590 5902.5 5907.5 1100 419 170 589 5908.0 <br /> 14 162+25 4670 5909.5 5914.4 140 85 55 140 5914.4 <br /> 13 173+25 4710 5920.5 5924.6 170 54 85 139 5925.1 <br /> 12 191+50 4730 5935.5 5941. 0 150 60 90 150 5941.0 <br /> <br />I. STATION IN HUNDREDS Of fEET ABOVE CONfLUENCE WITH CHERRY CREEK <br />2. U.S.G.S. OATUM IS MEAN SEA LEVEL <br />3 DATA BASED ON 0.5' ENCROACHMENT a LOOKING DOWNSTREAM <br />4. LEfT a RIGHT TAKEN fROM I ON CROSS SECTION <br /> <br />HNTB <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DOUGLAS COUNTY ARAPAHOE COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />NEWLIN GULCH <br /> <br />TABLE 6 <br />