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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 /> FLOODWAY DATA FLOODWAY DATA <br /> lOO-Yr. FLOOD PLAIN DATA (lOO-Yr) (l-Ft. Increase in WSE) (O.5-Ft Increase in WSE) <br />Identification Cross Section Station F1 ood Floodwav Width (Ft.) Floodwav Width (Ft.) <br /> Discharge Stream Bed Flood El ev. Flood Plain Floodway Floodway <br /> (CFS) Elev. (MSL) (MSL) Width (Ft.) Left lffgn-t TotaT Elev. (Ft.) Left Right Total Elev. (Ft) <br />Confluence wi 100 1 + 00 2760 5254.0 5259.9 160 30 130 160* 5259.9 30 130 160* 5259.9 <br />Sand Creek 508 5 + 08 2760 5255.0 5260.8 210 30 180 210* 5260.8 30 180 210* 5260.8 <br /> 1000 10 + 00 2760 5256.0 5261. 2 70 30 40 70* 5261.2 30 40 70* 5261. 2 <br /> 1470 14 + 70 2760 5258.0 5265.4 72 21 51 72* 5265.4 21 51 72* 5265.4 <br /> 1522 15 + 22 2760 5259.1 5266.9 81 20 46 66* 5267.5 20 61 81* 5266.9 <br /> 1588 15 + 88 2760 5261.1 5273.3 290 30 80 110* 5273.3 30 80 110* 5273.3 <br /> 1620 16 + 20 2760 .5262.0 5273.3 305 25 85 110 5273.3 25 85 110 5273.3 <br /> 2000 20 + 00 2760 5264.0 5273.1 215 26 23 49* 5273.3 26 23 49* 5273.3 <br /> 2500 25 + 00 2760 5267.0 5277 .1 440 41 31 72* 5277 . 6 41 31 72* 5277.6 <br /> 3000 30 + 00 2760 5269.0 5277 . 9 810 32 27 59* 5278.9 32 29 61* 5277 . 9 <br /> 3800 38 + 00 1860 5284.2 5285.1 810 250 560 810 5285.1 250 560 810 5285.1 <br /> 4020 40 + 20 1860 5284.0 5285.9 890 363 480 843 5286.0 363 480 843 5286.0 <br />Taxiway 4135 41 + 35 1860 5286.5 5287.6 930 410 400 810 5287.6 410 400 810 5287.6 <br /> 4500 45 + 00 1860 5284.0 5288.3 885 400 415 815 5288.3 400 415 815 5288.3 <br />E-W Runway 4950 49 + 50 1860 5293.0 5294.0 970 475 445 920 5294.0 475 445 920 5294.0 <br />Taxiway "e" 5850 58 + 50 1860 5301. 0 5302.0 1460 1000 460 1460 5302.0 1000 460 1460 5302.0 <br />E-W Runway 6380 63 + 80 1860 5305.0 5305.9 1200 800 344 1144 5305.9 800 344 1144 5305.9 <br /> 6900 69 + 00 1860 5300.0 5306.1 2300 775 895 1670 5306.1 775 895 1670 5306.1 <br /> 7390 73 + 90 1860 5281. 4 5306.1 1910 320 375 695 5306.1 320 375 695 5306.1 <br /> 7620 76 + 20 2900 5285.0 5306.1 1275 95 320 415 5306.1 170 365 535 5306.1 <br /> 7621 76 + 21 2900 5285.0 5306.1 1275 95 320 415 5306.1 170 365 535 5306.1 <br /> 7949 79 + 49 2900 5287.0 5306.1 1420 120 370 490 5306.1 170 400 570 5306.1 <br /> 7950 79 + 50 2900 5287.0 5306.1 1420 120 370 490 5306.1 170 400 570 5306.1 <br /> 8615 86 + 15 2900 5289.6 5306.1 1455 95 305 400 5306.1 120 320 440 5306.1 <br /> 8700 87 + 00 2900 5300.0 5306.1 700 145 235 380 5306.1 165 250 415 5306.1 <br /> 8701 87 + 01 2900 5300.0 5306.1 700 145 235 380 5306.1 165 250 415 5306.1 <br /> 9154 91 + 54 2900 5302.0 5306.2 290 70 210 280 5306.2 70 210 280 5306.2 <br /> 9155 91 + 55 2900 5302.0 5306.2 290 70 210 280 5306.2 70 210 280 5306.2 <br /> 9235 92 + 35 2900 5304.0 5306.3 250 85 150 235 5306.4 85 150 235 5306.4 <br /> 9236 92 + 36 2900 5304.0 5306.4 250 85 150 235 5306.4 85 150 235 5306.4 <br /> 9629 96 + 29 2900 5308.0 5310.8 215 55 125 180 5310.9 55 125 180 5310.9 <br /> 9630 96 + 30 2900 5308.0 5310.8 215 55 125 180 5310.9 55 125 180 5310.9 <br /> 9839 98 + 39 2900 5308.0 5312.1 1300 130 190 320 5312.3 130 190 320 5312.3 <br /> 9840 98 + 40 2900 5308.0 5312.1 1300 130 190 320 5312.3 130 190 320 5312.3 <br />Montview Blvd. 9950 99 + 50 2900 5313.0 5313.8 955 120 220 340 5314.3 205 220 425 5314.1 <br /> 10000 100 + 00 2900 1-::' 5305.2 5314.2 985 185 170 355 5315.2 265 255 520 5314.7 <br /> 10001 100 + 01 2900 r,.. 5305.2 5314.2 985 185 170 355 5315.2 265 345 610 5314.7 <br /> 10629 106 + 29 29001)/ 5306.0 5314.4 750 145 105 250 5315.3 265 130 395 5314.9 <br /> 10630 106 + 30 2900 5306.0 5314.4 750 145 105 250 5315.3 265 130 395 5314.9 <br /> <br />WESTERLY <br /> <br />CREEK <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DENVER , AURORA <br /> <br />TABLE <br />6 <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />