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the projected annual volume collected in the pond of 0.0084 ac -ft. This indicates that the above <br />described assumption of a starting pool at elevation 5562.0 for the 100 year containment <br />evaluation is reasonable. <br />The SEDCAD printout shows the 10 year, 24 hour storm flows in Ditch C-29 at 1.37 cfs, with <br />flow velocity of 1.8 fps, well below the allowable velocity of 5 fps for the cobble and shingle <br />erodible channel. <br />Attachment 2.05.3(3)-33 Revision Date: 1/08/2016 <br />Page 4 Revision No.: TR -70 <br />