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Velocity: 7.53 fps <br />Channel Lining: Rock <br />Freeboard: 0.30 feet <br />The cross section below illustrates a typical ditch with the freeboard required. <br />Triangular Channel <br />Equal Side Slopes <br />Channel Lining: Rock <br />I <br />0.30' Freeboard <br />f? <br />I <br />Additional Sediment Control Measures <br />I <br />There is an area of fines on a steep slope on the very north edge of the permit area. This area has had <br />some sediment delivery to the stream below in the past. The slope is approximately 1.4H:1 V and does <br />not contain vegetation. Map C-2 shows that this area will receive special attention through the <br />application of an organic compost material or topsoil to aid vegetation growth, which is to be applied to <br />the area and mixed with the existing granular material at a rate of 50 lbs per square yard. Then the <br />prescribed reclamation seed mix will be applied with fertilizer. This seed mix has been very successful <br />at a limestone quarry reclamation project with little topsoil, not far from this location. Finally, a <br />permanent polymer matting will be fastened to the surface, which will not only itself prevent erosion, <br />but it will also allow the vegetation to come up through the mat, further anchoring and stabilizing the <br />slope. The specifications on the mat are shown on the following 4 pages. <br />It is proposed that this effort be done on the entire slope as shown on Map C-2, however, the lower <br />portion of the slope is on the McIntyre property and it is not known if they will allow the work to be <br />done there. <br />Yule Quarry April 10 25