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<br />I <br />I. Table 8. Summary of Peak Flows in cfs for Boxelder Creek <br />I ~II/ Drainafle <br /> ~ Channel Area Recurrence Interval in Years <br />I 5~NO. Location (sq lid) 2 10 25 50 100 500 <br /> '{... <br />I (J St.) 64 U!S of Windsor <br /> Ditch 10.84 160 . 470 670 850 1080 1530 <br />I (;O~ 63 U!S of Colorado & <br /> Southern Railroad 12.68 160 _ 480 690 900 1140 1640 <br /> (64) <br /> 62 U!S of 1-25 near <br />I Wellington 13.86 160 480 710 920 1170 1690 <br />(18) <br /> 61 D!S of 1-25 near <br />I Wellington 24.46 490 900 1270 1670 2140 - 3100 <br />(5) 50 U!S of Willox <br /> Road 55.94 510 1140 1860 2730 3770 5820 <br />I 47 U!S of Larimer- <br /> Weld Ditch 58.63 510 1140 1870 2760 3830 . 5910 <br />Ie 46 U!S of Vine <br /> Drive 58.63 510 1140 1870 2760 3830 5910 <br />I 43 U!S of Colorado & <br /> Southern Railroad 58.63 500 1140 1870 2760 3820 5900 <br />I 42 U!S of Highway 14 59.62 500 1140 1880 2780 3840 5940 <br /> 41 U!S of 1-25 59.81 500 1140 1880 2770 3830 5930 <br />I Confluence of <br /> Boxelder Creek and <br />I Cooper Slough 70.45 510 1200 2070 3060 4280 6650 <br /> (10) (60) (220 ) (290) (440 ) (730) <br /> 71 Indian Creek 20.35 120 430 850 1350 1930 3100 <br />I ~)81 Coal Creek 10.60 270 430 600 800 1030 1500 <br /> r (10) - Discharge from Cooper Slough <br /> r <br /> r. <br /> 25 <br /> r <br /> . .- .:~ ,--. -.. - ~ - . -- -~ - - ~ <br />