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JOB NO 96.001.00 DATE 1/31/96 <br />PROJECT Stevens Lease Clay Mine <br />Rip-rap-Pond Outtall <br />From Urban Drainage 8 Flood Control District's <br />Drainage Criteria Manual: <br />1 <br />V *S" 7.6*.029" <br />V =Mean Velocity = 7.6 assuming worst case (inlet control} ~ _ ~ = 3.2 <br />S =Channel Slope = 2.9% (SS -1) (2.5-1)' <br />Ss =Specific Dens'Ry =Assume minimum of 2.5 <br />From Table 5-5, Use Type "L" (12") Rip-Rap <br />Use L= 10'D (max Length) <br />=10'.5=5 feet long <br />Use W= 5'D <br />Place rip-rap 2.5 'wide. <br />Minimum Depth = 1.5 ' D = 18 "deep. <br />