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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 />;1 <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 FLOooWAY WIDTH 3 VEL.4 FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION (CFS) ELEV. (MSL) WIDTH (Ft.) (FPS) LEFT (Ftl RIGHT (Ft.) TOTAL (Ft.) (FPS) ELEV. (MSL) <br /> 2.16 31+00 1080 5120.0 5122.6 65 8.5 27 35 62 6.7 5123.1 <br />QJebec Street 2.15 26+20 1160 5113.8 5119.8 185 2.7 :IJ 70 100 2.4 5120.1 <br /> 2.13 25t35 1160 5112.4 5114.5 120 5.5 54 26 80 6.3 5114.8 <br /> 2.12 20+50 1300 5101.3 5104.3 80 8.8 38 15 53 9.2 5104.3 <br /> 2.11 16+00 1300 (5097.0) 5102.5 185 1.9 * <br /> 2.10 10+00 1470 (5095.0) 5102.4 550 0.5 * <br />LPstream Study Limit 3.15 26+25 420 5206.4 5209.0 50 5.9 10 15 25 6.4 5209.3 <br /> 3.14 22+85 460 5201.2 5203.6 55 5.4 8 28 36 5.9 5203.9 <br /> 3.13 17+80 520 5191.3 5193.5 50 6.7 16 14 :IJ 7.8 5193.7 <br /> 3.12 13+35 570 5182.3 5184.0 100 5.4 20 34 54 5.9 5184.3 <br /> 3.11 6+00 640 5170.3 5173.2 75 5.4 10 :IJ 40 6.1 5173.5 <br /> 3.10 1+75 700 5160.8 5163.5 !:Xl 6.0 26 24 50 7.7 5163.7 <br />LPstream Study Limit 4.55 145-fOO 500 5202.0 5204.1 70 7.7 25 15 40 7.3 5204.1 <br /> 4.54 144+00 5:IJ 5198.4 5201.1 65 7.5 11 23 34 7.0 5201.3 <br /> 4.53 139+50 620 5192.1 5194.6 70 8.3 23 20 43 7.6 5194.7 <br /> 4.52 134+50 750 5188.5 5191.6 260 2.4 25 55 80 3.5 5191.9 <br />QJebec Street 4.51 134+15 750 5185.4 5191.5 210 2.8 32 48 80 2.8 5191.9 <br /> 4.49 133+:IJ 750 5184.9 5185.3 150 2.4 68 :IJ 98 6.2 5185.7 <br /> 4.48 132+90 750 5182.1 5184.2 120 4.2 76 9 85 5.6 5184.6 <br /> 4.47 127+75 ~ 5175.9 5178.5 110 6.6 17 54 71 5.9 5178.8 <br /> 4.46 125+80 890 5173.7 5175.6 120 5.5 22 61 83 7.0 5175.9 <br /> <br />1 Di stance in feet above confl uence <br />2 ~an velocity in channel <br />3 Fran channel station line looking dotKtstream <br />4 ~an velocity in floockiy <br /> <br />* FloOO.-laY wi dth = fl oodp 1 ai n wi dth <br />() Estirrated reservoi r bottan <br /> <br />MULLER ENGINEERING COMPANY, INC. <br />CONSULTING ENGINEERS <br />7000 WEST FOURTEENTH AVENUE <br />LAKEWOOD, COLORADO 80215 <br />(303) 23Z-9340 <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY, COLORADO <br /> <br />FLOODPLAIN AND FLOODWAY <br />REFERENCE DATA <br />TODD CREEK TRIBUTARIES 2,3, & 4 <br /> <br />TABLE <br />V <br /> <br />26 <br /> <br />