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Chapter 4 - Best Management Practices for Erosion and Sediment Control <br /> r. <br /> Side Slopes <br /> 11 or flatter to allow the passage of construction traffic. <br /> Width <br /> OW The measure should be constructed completely across the disturbed portion of the <br /> right-of-way . <br /> Coarse Aggregate <br /> r <br /> r�� � MtirtirC;um <br /> 1I <br /> 4i <br /> s <br /> Typical Gravel Structure <br /> NW <br /> w <br /> ��- Compacted Sail <br /> it <br /> 6W <br /> �:: • <br /> 5- •tet • • .`': t�:t. \:» : •` .. yl If 1 - ��+�'��-�� `� t rl�1lt 1 <br /> 1� 1g ' • .,N • :.: . • 7 'v�+; ::we . .• T{[ir � , 1 � Ilr ' - Y1-i1��5114 <br /> y •:;• .::-• : <br /> � '� yl <br /> 11 � 54 � � 1 � 14 � <br /> ow <br /> 1 <br /> AW % � Mti�tmygrl f <br /> 1 <br /> • <br /> Typical Earthen Structure <br /> OW <br /> Plate 4 . 17a Temporary Right-of-way Diversions -- source : Virginia DswC <br /> 4-65 <br />