Laserfiche WebLink
<br />TABLE 7 <br />FLOOD DISCHARGES <br /> <br />DESIGN POINT LOCATION RETURN FREQUENCY IN YEARS <br /> 500* 100 50 10 <br />DRL~EDAR CREEK <br />Scuth Canal 1350 590 350 50 <br />S. Trib. U/S Confl. @ E. Kinikin Rd. 1350 820 640 250 <br />D/S of Confl. @ E. Kinikin Rd. 2550 1350 950 310 <br />U/S of E. Otter Rd. 2950 1550 1100 330 <br />U/S Confl. w/ Uncompahgre River ,,3000 1550 1100 330 <br />MONT80SE ARROYO <br />U/S E. Ogden Rd. 1600 950 700 260 <br />U/S E. Niagara Rd. 1950 1100 790 260 <br />U/S of Conf. w/ Cedar Creek 2000 1100 800 260 <br />CEDAR CREEK. <br />U/S of South Canal 2850 1000 550 10 <br />At Water Treatment Plant 2900 ID50 560 10 <br />1.8 mi. East of E 6700 & Hwy 50 3100 1200 650 90 <br />At U/S E. 6700 3100 1200 650 90 <br />At U/S E. Main Street 3100 1200 6!,0 90 <br />U/S Confl. with Montrose Arroyo 3200 1250 660 90 <br />D/S Confl. with Montrose Arroyo 4400 2000 1300 330 <br />U/S Confl. w/ Uncompahgre River 5150 2550 17!,0 490 <br /> <br />* Discharges in the Dry Cedar Creek and Montrose Arroyo water' courses <br />may be approximately 1000 cfs hi gher depending upon whether' and/or <br />where the South Canal breaches. <br />