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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 /> 29 <br /> LOCAT ION NATURAL CHANNEL FLOODWAY DATA <br /> 100 YEAR THA LWEG WATER WATER DISTANCE DI STANCE <br />SECTION STAT ION DESCRIPTION FLOW (CFS) ELEVATION SURFACE TOP WIDTH SURFACE TOP WIDTH (6) RI GHT LEFT <br /> ELEVATION ELEVATION (6) <br />1004 223+25 2550 5401.2 5410.8 65 5411. 1 (4 ) 65 25 40 <br />1004.1 226+30 2550 5403.7 5413.3 105 5413.4 60 35 25 <br />1004.2 228+95 2550 5407.3 5414.7 (5) 52 5414.7 (4) 52 20 32 <br />1005 232+30 2550 5411.7 5421.9 (5) 155 5422.0 (4) 155 35 120 <br />1006 232+85 2550 5424.4 5426.3 (5) 245 5426.8 175 55 120 <br />1007 233+45 2550 5412.5 5427.1 225 5427.6 115 60 55 <br />1008 236+00 2550 5415.4 5427.6 202 5428.1 100 65 35 <br />1009 238+50 2550 5417 . 4 5427.8 115 5428.3 85 60 25 <br />1010 241+35 2550 5420.3 5429.1 95 5429.4 80 35 45 <br />1011 244+50 2550 5424.3 5434.0 52 5434.0 (4) 52 30 22 <br />1013 245+25 Carr Street 2550 5424.7 5437.9 250 5437.9 100 50 50 <br />1014 248+00 2550 5427.1 5438.4 132 5438.4 65 30 35 <br />1015 250+90 2550 5429.7 5438.8 10 5439.1 (4) 70 50 20 <br />1016 252+95 2550 5434.5 5445.6 215 5445.8 120 80 40 <br />1017 253+30 Dudley Street 2550 5444.3 5447.3 296 5447.5 130 90 40 <br />1018 253+75 2550 5435.8 5497.4 180 5447.9 140 100 40 <br />1019 255+90 2550 5437.7 5447.7 145 5448.2 65 50 15 <br />1020 258+85 2550 5440.7 5449.8 120 5449.8 70 20 50 <br />1020.1 260+45 2550 5443.6 5450.6 128 5451.0 70 25 45 <br />1021 261+30 2550 5445.0 5452.7 200 5452.7 120 25 95 <br />1022 261+60 2550 5445.3 5453.5 205 5453.7 115 25 90 <br />1023 263+30 2550 5446.0 5453.5 190 5453.7 120 60 60 <br />1023.1 263+70 2550 5445.6 5453.6 195 5453.9 115 65 50 <br />1023.2 264+00 2550 5446.0 5454.3 220 5454.8 110 65 45 <br />1024 265+50 2550 5447.9 5456.3 118 5456.4 110 60 50 <br />1024.1 267+55 2550 5451. 0 5458.2 148 5458.2 110 70 40 <br />1025 269+95 2550 5453.9 5461. 0 130 5461.0 100 25 75 <br />1101 271+30 Rocky Mountain Ditch 2550 5455.2 5462.5 145 5462.5 100 40 60 <br /> (4) The floodway is the same width as the floodplain. (6) From reference baseline( looking downstream. <br /> (5) Main channel flow width only. <br /> .~ TABLE 5 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />CONSULTIND SELLARDS & GRIGG. INC. TABULAR FLOOD PLAIN AND FLOODWAY DATA FLOOD HAZARD AREA DELINEATION <br />tNDINIi:I:"S 814S W. 14TH AVENUE' COTTONWOOD PLAZA I <br /> LAKfWOOD. COLORADO 80~jS ~311.Ul1 <br /> LAKEWOOD GULCH CITY AND COUNTY OF DENVER <br /> CITY OF LAKEWOOD JEFFERSON COUNTY <br />