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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SECTION <br /> <br />L 0 CAT ION <br /> <br />STATIONl <br /> <br />NORTH DRY GULCH <br /> <br />8100 <br />8110 <br />8120 <br />8130 <br />8140 <br />8150 <br />8160 <br />8165 <br />8170 <br />8180 <br />8190 <br />8200 <br />8210 <br />8215 <br />8220 <br />8230 <br />8240 <br />8245 <br />8250 <br />8260 <br />8270 <br />8275 <br />8280 <br />8290 <br />8300 <br />8305 <br />8310 <br />8320 <br />8330 <br />8340 <br />8350 <br />8352 <br />8354 <br />8356 <br />8358 <br />8370 <br />8380 <br />8390 <br /> <br />820+70 <br />822+30 <br />823+20 <br />825+60 <br />825+55 <br />829+20 <br />830+40 <br />832+25 <br />833+35 <br />836+80 <br />837+75 <br />841+10 <br />843+95 <br />844+20 <br />844+70 <br />847+80 <br />850+30 <br />850+80 <br />851+30 <br />854+35 <br />857+10 <br />857+70 <br />858+30 <br />861+30 <br />863+80 <br />865+40 <br />867+35 <br />871+50 <br />872+40 <br />875+30 <br />878+10 <br />879+40 <br />881+55 <br />883+50 <br />885+10 <br />886+05 <br />886+85 <br />888+30 <br /> <br />IDistance above mouth. <br />2Valley bottom or low point <br />in cross section. <br /> <br />CONSULTING <br />ENGINEERS <br /> <br />~ <br /> <br />DESCRIPTION <br /> <br />100 YR <br />FLOW (CFS) <br /> <br />Newland Street <br /> <br />902 <br />902 <br />902 <br />902 <br />902 <br />902 <br />762 <br />762 <br />762 <br />672 <br />672 <br />672 <br />672 <br />672 <br />632 <br />632 <br />632 <br />632 <br />558 <br />558 <br />558 <br />558 <br />558 <br />558 <br />558 <br />506 <br />376 <br />326 <br />326 <br />326 <br />300 <br />654 <br />654 <br />654 <br />654 <br />654 <br />614 <br />614 <br /> <br />Otis Street <br /> <br />Pierce Street <br /> <br />Reed Street <br /> <br />Teller Street <br /> <br />Vance Street <br /> <br />Wadsworth Boulevard <br /> <br />Yarrow Street <br /> <br />Allison Street <br /> <br />Balsam Street <br /> <br />Carr Street <br /> <br />3Distance right and left (looking <br />downstream) from the Reference <br />Baseline to the edges of the floodway. <br /> <br />F LaO D WAY <br /> <br />COM PUT A T ION S <br /> <br />NATURAL CHANNEL <br /> <br />THALWEG 2 <br />ELEV. <br /> <br />W.S. ELEV. <br /> <br />TOP WIDTH <br /> <br />405' <br />250' <br />248' <br />306' <br />288' <br />184' <br />232' <br />330' <br />290' <br />144 <br />300 <br />205 <br />272 <br />335 <br />358 <br />150 <br />342 <br />212 <br />36 <br />80 <br />164 <br />356 <br />310 <br />320 <br />240 <br />100' <br />160 <br />4435 <br />209 <br />123' <br />130 <br />223 <br />275 <br />270 <br />300 <br />296 <br />381 <br />430 <br /> <br />SELLARDS & GRIGG, INC. <br />8545 W. COLFAX . SUITE 4 . saUIRE PLAZA <br />L"'~EWOOO. COLORAOO 8021. 238-8573 <br /> <br />- TABLE 3 <br />TABULAR FLOOD PLAIN AND FLOODWAY DATA <br />DRY GULCH AND TRIBUTARIES <br /> <br />5381. 3 <br />5383.4 <br />5383.8 <br />5387.5 <br />5388.7 <br />5391.1 <br />5393.6 <br />5396.0 <br />5399.0 <br />5401.1 <br />5401. 6 <br />5405.6 <br />5409.6 <br />5410.0 <br />5409.5 <br />5411.8 <br />5413.9 <br />5415.2 <br />5412.9 <br />5421. 8 <br />5425.5 <br />5432.5 <br />5431. 6 <br />5433.1 <br />5435.8 <br />5439.0 <br />5441. 7 <br />5448.2 <br />5449.3 <br />5453.0 <br />5456.2 <br />5458.2 <br />5462.0 <br />5465.7 <br />5467.0 <br />5468.4 <br />5470.8 <br />5471.7 <br /> <br />5384.6 <br />5385.2 <br />5386.2 <br />5389.0 <br />5390.2 <br />5392.6 <br />5394.8 <br />5397.4 <br />5399.7 <br />5402.6 <br />5403.4 <br />5407.6 <br />5410.9 <br />5411.5 <br />5411. 5 <br />5413.4 <br />5414.9 <br />5416.3 <br />5417.9 <br />5422.7 <br />5429.6 <br />5433.3 <br />5433.6 <br />5434.0 <br />5437.8 <br />5440.2 <br />5442.5 <br />5449.5 <br />5450.3 <br />5454.1 <br />5457.6 <br />5459.3 <br />5463.1 <br />5467.0 <br />5468.1 <br />5469.8 <br />5471. 3 <br />5473.0 <br /> <br />'Width of main channel flow only. <br />5Includes Colfax Gulch. <br /> <br />W.S. ELEV. <br /> <br />5384.7 <br />5385.9 <br />5386.8 <br />5389.5 <br />5390.7 <br />5393.0 <br />5395.4 <br />5397.9 <br />5400.5 <br />5403.1 <br />5404.0 <br />5408.2 <br />5411.4 <br />5412.3 <br />5412.3 <br />5413.7 <br />5415.6 <br />5416.9 <br />5418.4 <br />5423.6 <br />5430.0 <br />5433.4 <br />5433.6 <br />5434.6 <br />5438.3 <br />5440.4 <br />5442.9 <br />5449.8 <br />5450.7 <br />5454.5 <br />5458.1 <br />5460.0 <br />5463.5 <br />5465.4 <br />5468.6 <br />5470.4 <br />5471.9 <br />5473.5 <br /> <br />25 <br /> <br />F L 0 0 D WAY D A T A <br /> <br />TOP WIDTH <br /> <br />DIST. RT.3 <br /> <br />DIST. LT.3 <br /> <br />100 <br />100 <br />98 <br />120 <br />145 <br />67 <br />74 <br />85 <br />90 <br />60 <br />60 <br />55 <br />102 <br />97 <br />80 <br />80 <br />66 <br />80 <br />36 <br />80 <br />30 <br />340 <br />100 <br />80 <br />150 <br />100 <br />152 <br />100 <br />176 <br />100 <br />101 <br />53 <br />110 <br />90 <br />90 <br />130 <br />101 <br />190 <br /> <br />57 <br />43 <br />43 <br />100 <br />75 <br />42 <br />90 <br />135 <br />100 <br />43 <br />70 <br />o <br />55 <br />52 <br />35 <br />51 <br />16 <br />16 <br />23 <br />60 <br />30 <br />l45 <br />74 <br />32 <br />52 <br />90 <br />63 <br />40 <br />39 <br />42 <br />41 <br />2 <br />-40 <br />II <br />-40 <br />-15 <br />-7 <br />72 <br /> <br />43 <br />57 <br />55 <br />20 <br />70 <br />25 <br />-16 <br />-50 <br />-10 <br />17 <br />-10 <br />55 <br />47 <br />45 <br />45 <br />29 <br />50 <br />64 <br />13 <br />20 <br />o <br />195 <br />26 <br />48 <br />98 <br />10 <br />89 <br />60 <br />137 <br />58 <br />60 <br />51 <br />150 <br />79 <br />130 <br />145 <br />108 <br />118 <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br /> <br />CITY OF LAKEWOOD <br /> <br />CITY AND COUNTY OF DENVER <br />