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<br />I <br />I TABLE 6 <br />I PEAK DISCHARGES <br />I RBJION I <br /> Drainage Area Discharge (efs) <br /> (Sq. Miles) 10-yr 50-yr 100-yr 500-yr <br />I Co11bran <br />Plateau Creek (see Figure 18) <br />I At eastern town limit 113.3 1,325 1,850 2,100 2,920 <br />Just qJstream of Buzzard Creek 113.4 1,325 1,850 2,100 2,920 <br /> At confluence with Buzzard <br />I Creek 295.1 2,780 4,100 4,660 6,700 <br />At confluence with Grove Creek 316.6 2,880 4,300 4,850 6,900 <br /> At western town limit 316.6 2,880 4,300 4,850 6,900 <br />I Buzzard Creek <br /> At northern town limits <br />I (approximate study) 181. 6 1,920 2,930 3,400 4,800 <br />At confluence with Plateau <br /> Creek 181. 1,920 2,930 3,400 4,800 <br />I Grove Creek <br />I At southern town limits 21. 5 415 640 775 1,200 <br />At confluence with Plateau <br />Creek 21.6 415 640 775 1,200 <br />I Cedaredge, Orchard City, Delta County <br /> Surface Creek <br />I At north study limit - Road R75 38.6 630 970 1,150 1,720 <br />At south study limit - Orchard <br />I Ci ty corporate bOl.!Ildary, north <br />end, Section 26 44.7 700 1,070 1,270 1,900 <br /> Cedar Rim. (see Figure 18) <br />I Study limit - qJstream <br /> . Southwest corner, Sec. 6 179 <br />I (approximate study) 2.47 90. 138 280 <br />Eckert Cemetery (approximate <br />study) 3.14 110.. 163 220 325 <br />I; Orchard City Post Office <br />(detailed study) 3.43 113 175 222 345 <br />At half section line of Sec. 26 3.96 126 193 245 380 <br /> At end of study 4.68 142 .217 ri5 430 <br />I " <br /> ...... <br />I -31- <br /> .'; <br />