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<br /> Table l. Summary of Discharges (Cont'd) <br /> Drainage Area Peak Discharges (Cubic Feet per Second) <br /> Flooding Source and Location (Square Miles) 10-Year 50-Year 100-Year 500-Year <br /> Cedar Mountain Gulch 7001 <br /> At Mouth 6.0 190 600 3,150 <br /> Upstream of U.S. Highway 40 5.8 190 600 1,000 2,800 <br /> Upstream Limit of Detailed <br /> Study 4.0 140 600 925 2,400 <br /> pine Ridge Gulch <br /> At Mouth 16.0 510 1,500 2,900 6,900 <br /> At Upstream Limi t of Deta il ed <br /> Study 6.0 325 1,350 2,300 5,600 <br /> Lay Creek <br /> At Downstream Limit of Study 196 2,100 2,850 3,400 6,000 <br /> Upstream of Confluence With <br />>-' Big Gulch 96 1,100 1,480 1,720 3,000 <br />... <br /> At Upstream Limit of Detailed <br /> Study 93 1,100 1,480 1,720 3,000 <br /> Big Gulch <br /> At Mouth 103 1,230 1,620 1,860 3,150 <br /> At Upstream Limit of Detailed <br /> Study 100 1,230 1,620 1,860 3,150 <br /> <br />lReduction in Discharge Is Due to Loss of Flow Due to Sheet Flow in the Over banks <br />