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<br /> I
<br /> I TABLE 6
<br /> I PEAK DISCHARGES
<br /> I RffiION I
<br /> Drainage Area Discharge (cfs)
<br /> Co11bran (Sq. Miles) 10-yr 50-yr 100-yr 500-yr
<br /> I
<br /> Plateau Creek (see Figure 18)
<br /> I At eastern town limit 113.3 1,325 1,850 2,100 2,920
<br /> Just qlstream 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 wi th 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 />II Buzzard Creek
<br />I 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 />il Grove Creek
<br />,
<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 />II Cedaredge, Orchard City, Delta County
<br /> I Surface Creek
<br />,il
<br />i: At north study limit - Road R75 38.6 630 970 1,150 1.720
<br />I'
<br />" At south study limit - Orchard
<br />"
<br />i ~
<br />III City corporate bOl.lll.dary, north
<br />end. ,Section 26 44.7 700 1.070 1,270 1,900
<br />i)1 Cedar Run (see Figure 18)
<br />Study limit - qlstream
<br />'Southwest corner. ,Sec. 6
<br />" I (approximate st~) 2.47 90, 138 l79 280
<br />Eckert CeIlIetery (approximate ,
<br />study) 3.14 110" 163 220 3ZS '" ,
<br /> I' Orchard City Post Office 175
<br /> (~~i1ed study) 3.43 113 2ZZ 34,S
<br /> At ha,lfsection line of Sec. 26 3.96 126 1~ 24S 380
<br /> At ~ of study 4.61 14Z .21'1 '~s. . 43Q
<br />I
<br /> ,
<br /> . ,s
<br /> -.~~
<br />'I -31-
<br /> ,.;
<br /> -----"
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