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<br />. <br /> <br />. <br /> <br /> Table 1:3 <br /> Stream A <br /> Discharge-Probability Relationships <br /> IO-Year 50-Year lOo-Year SOQ-Year <br /> Distance Flood Flood Flood Flood <br /> Drainage from Trib. Urbanization Urbanization Urbanization Urbanization <br /> Station Area Mouth Exist. Proj. Exist. Proj. Exist. Proi. Tot. Exist. Proi. <br /> (.q. mL) (feet) (c.f...) (c.t-.. ) (c.t-..) (c.Ls.) <br /> Taft Hill Road U/S 1.2 21,220 ,130 130 480 480 720 720 1,020 1,280 1,280 <br /> ols 40 40 70 70 70 70 80 80 80 <br /> Right-Bank Trib. u/s 2.3 14,650 160 160 380 380 500 490 680 740 740 <br /> DIS 3.1 280 280 650 650 870 860 1,270 1,320 1,320 <br />w <br />W Shields Street u/s 3.1 13,850 320 320 770 770 1,010 1,010 1,500 1,550 1,550 <br /> Dls 190 190 270 270 450 450 720 970 970 <br /> Colo. & Southern RR u/s 3.5 13,010 190 250 270 360 460 470 750 1.000 1,010 <br /> DIS 190 220 240 260 440 460 740 960 970 <br /> Colo. & Southern RR 3.6 10,035 210 300 330 450 430 520 720 890 920 <br /> County Road U/S 3.6 9,610 210 300 330 450 430 520 720 890 920 <br /> DIS 210 260 280 360 410 450 700 840 880 <br /> Stream B U/S 3.7 7,850 210 270 300 380 420 470 700 850 880 <br /> DIS 6.1 410 480 570 660 730 780 1,140 1,400 1,490 <br /> Colo. & Southern u/s 6.6 4,370 430 620 660 1,000 790 1,210 1,220 1.470 1,690 <br /> RR Dls 430 610 660 970 790 1,130 1,150 ,1,340 1,460 <br /> Colo. & Southern u/S 6.7 1,045 430 610 660 980 780 1,150 1,160 1,340 1,450 <br /> RR ols 430 610 660 970 780 1,140 1,150 1,330 1,440 <br /> Mouth 6.7 0 430 610 660 970 780 1,140 1,150 1,330 1,440 <br />