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<br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />1 <br /> <br /> LOCATION FLOOD PLAIN DATA FLOODWAY DATA <br /> S TAT 10N(i) 100 yr. DISCHARGE THALWEG 100 yr, FLO~ 100 yr. FLOODPLAIN FLOODWA Y WIDT..,@ FLOODWAY <br />IDENTIFICATION SHEET NO. ELEV. (FT.) <ID ELEV. (FT. i<ID <br /> (C.F.S. ) ELEV. (FT,) WIDTH (FEET) LEFT (FT.) RIGHT (FT.) TOTAL (FT. ) <br /> Sheet 6 173+ 10 2,180 5,671.5 5,678.8 47 30 17 47 * 5,678.8 <br /> 169+40 2,180 5,564.8 5,674.6 50 21 17 38 5,674.6 <br /> 165+15 2,420 5,655.8 5,660.7 175 # 20 155 175 * 5,660.7 <br /> 160+05 2,420 5,644.7 5,652.9 42 # 24 18 42 * 5,652.9 <br /> 155+ 10 2,420 5,632.6 5,641.5 45 7 38 45 * 5,641. 5 <br /> 150+75 2,420 5,621. 5 5,638..9 66 36 30 66 * 5,639.0 <br />Pierson St - 149+00 2,420 5,619.6 5,638.9 170 54 34 88 5,639.0 <br />U/S 147+15 2,550 5,619.0 5,625.8 35 15 10 25 5,625.8 <br /> 144+20 2,550 5,613.4 5,623.5 45 25 20 45 * 5,623.5 <br />7th Street - Sheet 7 142+35 2,550 5,610.0 5,623.5 150 30 28 58 5,623.6 <br />U/S 140+10 2,960 5,603.2 5,612.5 40 # 24 16 40 * 5,612.5 <br /> 137+50 2,960 5,597.6 5,607.9 29 # 15 14 29 * 5,607.9 <br /> 132+30 2,960 5,581.8 5,591.4 39 # 18 21 39 * 5,591.4 <br /> 127+50 2,960 5,573.7 5,590;9 74 # 34 40 74 * 5,590.9 <br />A9 Ditch-U/S 125+70 2,960 5,571.9 5,590.9 50 30 20 50 * 5,590.4 <br /> 125+20 2,960 5,570.5 5,579.5 40 # 12 28 40 * 5,579.5 <br /> 124+10 2,960 5,563.1 5,579.4 50 # 27 23 50 * 5,578.9 <br />Main St- U/S 122+80 2,960 5,561.0 5,579,4 95 65 30 95 * 5,579.4 <br /> 119+50 3,420 5,553.2 5,565.9 69 51 18 69 * 5,565.9 <br />Kipling St - Sheet 8 113+50 3,420 5,543.7 5,564.7 145 72 38 110 5,564.7 <br />U/S 110+10 3,520 5,538.5 5,550.8 45 18 27 45 * 5,550.8 <br /> 108+60 3,520 5,537.2 5,547.8 40 21 19 40 * 5,547.8 <br /> 106+90 3,520 5,535.6 5,544.5 55 27 28 55 * 5,544.5 <br /> 104+00 3,520 5,530.0 5,540.3 54 18 36 54 * 5,540.3 <br /> 101+20 3,520 5,527.6 5,536.3 65 28 37 65 * 5,536.5 <br /> 96+40 3,520 5,521.0 5,530;1 85 43 12 55 5,530.2 <br /> 92+60 3,520 5,517.8 5,525.3 65 39 16 55 5,525.9 <br /> 90+20 3,520 5,515.0 5,523.5 70 30 15 45 5,523.7 <br /> <br />I, Stationing In Hundreds Of Feet Above The Mouth, Or Confluence. <br />2. From Thalweg Of Channel Looking Downstream. <br />3, Elevations Are U, S,G, S, Datum. <br /> <br />* Flaodway Contained Within Main Channel. <br /># Floodplain Width Is Affected By Overflow Returning To Main Channel. <br />See Plan a Profile Sheet For Complete Floodplain Information. <br /> <br />6, HYDRQ-TRIAO,LTD, N_ Uft_ URBAN DRAINAGE AND FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION <br />7:K>Q W. ~l M., ...... -'- FLOODWAY DATA TABLE 5b <br />Suft. 00 BuIlding A ceolCRD .m MciNTYRE GULCH <br />Lah~CoIo.. 80226 1tD'1I1. u.. CITY OF LAKEWOOD <br />503.'34~24n <br />