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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 100- YEAR FLOODPLAIN DATA FLOODWAY DATA <br /> CROSS STATION I 100 yr. DISCHARGE THALWEG FLOODPLAIN VEL.2 FLOODWAY WIDTH! VEL.4 FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION ICFSI ELEV. (MSL) WIDTH (Ft.) (FPS) LEFT (Ft) RIGHT (Ft.) TOTAL (Ft.! (FPS) ELEV. (MSL) <br /> 150 864"95 10.960 5114.6 5122.6 1080 6.4 310 420 730 3.5 5123.0 <br /> 149 856"'00 10.960 5113.0 5120.4 1090 8.6 365 405 770 4.2 5120.8 <br /> 148 846..00 10.960 5111.6 5117.7 1100 7.4 650 210 860 4.2 5118.1 <br /> 147 831"05 10.960 5105.2 5115.1 1430 6.8 800 190 990 3.1 5115.4 <br /> 146 823"00 10.960 5105.1 5113.5 1220 7.1 895 35 930 3.5 5113.8 <br /> 145 816"30 10.960 5103.2 5111.3 1090 7.5 675 215 890 3.9 5111.7 <br /> 144 803+50 10.960 5100.0 5108.5 1030 6.9 520 210 730 3.7 5108.9 <br /> 143 796"00 10.960 5097.6 5107.2 1070 6.7 230 510 740 3.7 5107.6 <br /> 142 783+35 10.880 5094.7 5104.4 970 8.3 230 400 630 4.2 5104.8 <br /> 141 774"'60 10.880 5092.0 5102.2 1310 7.2 410 500 910 3.7 5102.7 <br />PRIVATE CROSSING 140 774+45 10.880 5092.0 5102.0 1310 9.1 410 500 910 3.8 5102.5 <br /> 139 774"30 10.880 5092.0 5102.0 1310 8.0 410 500 910 3.9 5102.4 <br /> 138 758"'00 10.880 5089.4 5099.5 1100 6.4 480 330 810 3.2 5099.8 <br /> 137 742+20 10.880 5087.3 5096.5 1280 9.6 530 240 770 4.5 5096.8 <br /> 136 730+95 10.880 5085.4 5094.3 1240 6.4 135 725 860 3.1 5094.7 <br />YORK STREET 135 721+40 10.880 5083.4 5093.0 1380 6.7 80 775 855 3.6 5093.3 <br /> 133 720+50 10.840 5083.7 5092.7 1250 6.2 70 755 825 3.5 5093.0 <br /> 132 702+10 10.840 5079.2 5089.2 1030 .. 9.5 150 520 670 4.9 5089.4 <br />156th AVENUE 131 695"'65 10.770 5077.9 5084.8 1700 7.7 150 1050 1190 4.3 5085.2 <br /> <br />1. DISTANCE FROM CONFLUENCE ALONG <br />2. MEAN VELOCITY IN CHANNEL <br />3. FROM CENTER OF CHANNEL LOOKING <br />4. MEAN VELOCITY IN FLOODWAY <br /> <br />CHANNEL THALWEG <br /> <br />.. WIDTH DOES NOT INCLUDE ROADSIDE DITCH IN LEFT OVERBANK <br /> <br />DOWNSTREAM <br /> <br />MULLER ENGINEERING COMPANY, INC. <br /> <br />CONSULTING ENGINEERS <br />7000 WEST FOURTEENTH AVENUE <br />LAKEWOOD, COlORADO 80215 <br />(303) 232-9340 <br /> <br />URBAN DRAINAGE a. FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY THORNTON <br /> <br />FLOODPLAIN AND FLOODWAY <br />REFERENCE DATA <br /> <br />BIG DRY CREEK (ADCO) <br /> <br />TABLE <br />VII <br /> <br />19 <br />