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<br /> Table 12
<br /> Fossil Creek
<br /> Discharge-frobability Relationships
<br /> lo-Year 50-Year IOO-Year SOD-Year
<br /> Distance Flood Flood Flood Flood
<br /> Drainage from Urbanization Urbanization Urbanization Urbanizaticm
<br /> Station Area Mouth Exist. pr~j. ~ Proi. Exist. Proj. Tot. Exist. Proj.
<br /> (sq. mi.) (feet) (c.Ls. (c.f.s.) (c.Ls. ) --rc:- L s. )
<br /> Taf t Hill Road u/s 0.7 66,610 120 120 260 260 350 .350 540 610 610
<br /> olS 90 90 160 160 180 180 210 220 220
<br /> Shields Street D/s 1.2 59,675 220 360 470 650 590 800 850 850 1,130
<br /> Dls 180 200 380 570 540 740 790, 830 1,090
<br /> Stream C uls 1-3 58,910 180 220 400 620 570 800 850 890 1,180
<br /> DIS 3.0 390 500 720 990 930 1,200 1,260 1,310 1,640
<br /> Stream A D/s 3.2 55,300 400 520 700 960 910 1,180 1,280 1,330 1.610
<br /> DIS 9.~ 140 1,150 1,330 1,970 1,640 2,330 2,390 2,260 2.940
<br /> Colo. & Southern U/S 9.9 53,875 770 1,170 1,340 2,000 1,660 2,380 2.430 2,310 3,030
<br /> RR Dls 770 1,170 1,340 1,940 1,660 2,300 2,350 2,260 2,850
<br />w
<br />f-' U.S. Highway 287 D/S 10.0 51,435 770 1,160 1,330 1,930 1,650 2,290 2,340 2.270 2,850
<br /> DIS 770 1,160 1,330 1,930 1,650 2,280 2,330 2,260 2,820
<br /> Mail Creek D/s 11.0 40.620 830 1,290 1,470 2,160 1,850 2,590 2,630 2,&10 3.320
<br /> Dls 12.3 930 1,590 1,730 2,670 2,240 3,140 3,230 3.190 4,130
<br /> County Road u/s 12.4 38,775 930 1,590 1,740 2,680 2,250 3,200 3.240 3,200 4,150
<br /> Dls 930 1,580 1,730 2,660 2,240 3,190 3,230 3,200 4,150
<br /> Right-Bank Trib. u/s 14.2" 29,900 940 1,650 1,880 2,920 2,450 3,550 3,590 3.610 4,880
<br /> DIS 16.7* 1,120 2,050 2,400 3,860 3,190 5,080 5,200 4,920 7,600
<br /> Union Pacific RR U/S 16.7* 29,620 1,120 2,050 2,400 3,860 3,190 5,080 5,200 4,920 7,600
<br /> Dls 590 970 1,230 1,360 1,340 1,420 1,430 1,460 1,510
<br /> County Road uls 17.9" 24,885 600 980 1)260 1,430 1,400 1,510 1,480 1,560 1,720
<br /> Dls 470 770 1,070 1,300 1,300 1,390 1.400 1,450 1.510
<br /> Right-Bank Trib. u/s 18.2* 12,990 470 760 1,070 1,300 1,300. 1,390 1,400 1,460 1,510
<br /> DIS 26.6* 650 810 1,590 1,600 2,120 2,130 3,680 3,360 3,360
<br /> Fossil Creek Dam D/S 26.6* 12,620 650 810 1,590 1,600 2,120 2,130 3,680 3,360 3.360
<br /> DIS 290 380 610 720 780 870 980 1,160 1,250
<br /> Houth 29.1* 0 290 380 610 710 7,80 870 980 1,160 1,240
<br /> *Contributing Area
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