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<br />Table 1. Summary of Discharges
<br />Drainage Area Peak Discharges (cubic feet per second)
<br />(Square Miles) 10-Year 50-Year 100-Year 500-Year
<br /> 7,500 11 ,000 24,500 32,500 57,500
<br /> 5,010 10,000 22,000 29,000 52,000
<br /> 1,890 3,100 7,100 9,400* 17 ,000*
<br /> N A ,500 ,000* 6,800 8,500
<br /> , 7 , 00 ,000 10,700 19,000
<br /> 1,825 2,600 6,000 8,100 14,500
<br /> 1,810 3,400 7,200 9,600 17,000
<br /> 1,707 4,620 9,720 13,200 26,300
<br /> 1,662 4,590 9,640 13,100 26,100
<br /> 1,537 6,750 13,200 17,400 32,400
<br /> .
<br /> 15.1 2,020 3,900 4,900 7,800
<br /> 13.4 1,950 3,740 4,730 7,500
<br />7.9 1,680 3,200 4,020 6,400
<br />6.33 285 710 960 1,840
<br />4.37 244 510 654 1,100
<br />4.37 458 1,130 1,546 3,000
<br />1.86 256 640 860 1,650
<br /> 42.1 2,000 3,650 4,470 6,900
<br /> 23.2 1,540 2,700 3,300 5,050
<br />I *Flow loss due to overflow I
<br /> REVISED TO
<br /> REFLECT LOMR
<br /> DATED NOV 2 3 1994
<br />
<br />Flooding Source and Location
<br />
<br />South Platte River
<br />At U.S. Highway 85 (Near Evans)
<br />At Fort Lupton
<br />
<br />Cache La Poudre River
<br />At Mouth
<br />owns ream 0 t Street
<br />ownstream 0 atan Draw
<br />Upstream of Eaton Draw
<br />At 25th Avenue (Greeley)
<br />Downstream of Consolidated Law Ditch
<br />Upstream of Consolidated Law Ditch
<br />Downstream of Boxelder Creek
<br />
<br />~
<br />N
<br />
<br />
<br />Sheep Draw
<br />At Mouth
<br />At Business Route U.S. Highway 34
<br />2,000 Feet Downstream of U.S.
<br />Highway 34
<br />
<br />Ashcrolt Draw
<br />At Mouth
<br />Downstream of Arrowhead Reservoi
<br />Upstream of Arrowhead Reservoir
<br />At Upstream Limit of Study
<br />
<br />Eaton Draw
<br />At Mouth
<br />At Eaton
<br />
<br />REVISED DATA
<br />
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