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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 FLooOWAY <br /> IDENTIFICATION !,;Fr.TION ( FTl { CFgl BEI~S~~~V. FLOP~sE1EV. WIDTH I FTl L. BANK R. BANK TOT Al fEu~~Vi <br /> First Street 19 212+10 4140 5l:l50.0 5l:l5b,b 237 - - - - <br />- <br /> 18 212+70 4140 5850,0 5856.6 286 215 71 286 5856,6 <br /> 17 220+05 4160 5856,9 5860,3 350 303 47 350 5860,3 <br /> 16A 230+10 4140 5865.5 5870.1 336 318 18 336 5870.1 <br /> 16 242+65 4170 5879.1 5883.3 217 42 175 217 5883,3 <br /> 15A 252+00 4190 5886.6 5892.0 163 51 58 109 5892.5 <br /> 15 265+10 4180 5900.2 5905.4 133 33 100 133 5905.4 <br /> 14 279+50 4180 5915.6 5921.0 103 64 39 103 5921,0 <br /> 13 296+95 4210 5934 . 0 5939,9 89 51 38 89 5939.9 <br /> 12 304+ 70 4220 5941,1 5946.9 115 50 65 115 5946,9 <br /> 11 31 7+ 35 4240 5952.8 5959,5 73 40 33 73 5959,5 <br /> 108 324+40 4240 5959,9 5968.3 100 56 19 75 5968,8 <br /> lOA 341+60 4260 5978.9 5985.7 500 47 73 120 5986.2 <br /> 10 357+90 4290 5995.4 6002.8 158 53 18 71 6003,3 <br /> 9A 366+80 4290 6004.1 6011,0 227 45 47 92 6011. 5 <br /> 9 379+ 70 4320 6017,4 6023. 7 94 34 60 94 6023.7 <br /> 8A 393+75 4360 6038.5 6044.4 212 121 91 212 6044,4 <br /> 8 405+40 4390 6053.8 6061,8 100 70 30 100 6061,8 <br /> 4 419+70 4370 6073,6 6080.1 450 52 50 102 6080.6 <br /> 3 425+ 15 4390 6082.0 6085.6 420 145 49 19" 6086.1 <br /> <br />I. STATION IN HUNDREDS OF FEET ABOVE CONFLUENCE WITH CHERRY CREEK <br />2. U.S.G.S. DATUM 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 8 FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DOUGLAS COUNTY ARAPAHOE COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />HAPPY CANYON CREEK <br /> <br />CONT. <br />TABLE 4 <br />