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<br />TABLE Ilc";l
<br />
<br />FIRST CREEK DESIGN FLOWS (CFS)
<br />FUTURE DEVELOPMENT CONDITIONS WITH EXISTING FACILITIES
<br />
<br /> _t~:!lJrnJrequency (years)
<br />Locati on 2 10 100
<br />Fi rst Creek at
<br />South PI,otte River 1,610 4,400 7,380
<br />Brighton Road '1,610 4,400 7,380
<br />U ,S. Hi!~hway 85 c1',600 4,400 7,380
<br />Interstat,e Highway 80S :1,590 4,400 7,380
<br />Burl ington Ditch :1,530 4,400 7,380
<br />O'Brian Canal (Colo, Highway 2) 11,5:30 4,400 7,3"80
<br />Peoria Slireet 11,4;SO 4,400 7,380
<br />96th AVE'nue 1',450 4,400 7,380
<br />Buckley Road 940 4,010 6,720
<br />56th Avenue 940 3,9BO 6,610
<br />Tower Rc'ad '~40 3,970 6,570
<br />Confluer~ce with TributClry F 9:30 3,93:0 6,420
<br />Pie cadi IIy Road :710 2,000 4,040
<br />26th Avenue 650 1,950 4,000
<br />Union Pacific Railroad 6:10 1,930 3,980
<br />Gun Club Road 540 1,900 3,840
<br />Interstate H ig hway 70 350 1,840 3,690
<br />Smith Ro'od :340 1,380 2,850
<br />Tributory W at
<br />Gun Club Road '1'10 700 1,060
<br />26th Avenue lao 490 730
<br />Iribut'Jry F at
<br />First Creek Confluence 5~IO 1,930 :3,490
<br />Piccaddilly Road 5~~O 1,870 :3,170
<br />Gun Club Road 350 1,270 2,890
<br />Western Houndary of S .29
<br />T .3S.~ .65W. 300 1,110 1..700
<br />26th Avenue cI10 420 630
<br />
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