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. <br /> • G: DOWNSLOPE DIKE WIDTH <br /> 1. If landslope is 3% or more, subtract rock layer width from <br /> adsorption width to obtain minimum downslope dike toe for <br /> '-...., absorption: • <br /> a',I) ft - Jo ft = 1 '7 feet <br /> 2. Calculate minimum mound size based on geometery: <br /> a. Determine depth of clean sand fill at.upslope edge of rock <br /> layer: Separation -0 feet <br /> b. Multiply rock layer width by landslope to determine drop <br /> in elevation; Slope Difference ;:,;," ' } <br /> /0 x c4 %+ 100 = . �' feet � <br /> • c. Add depth of clean sand depth of clean sand for -,.^ -.....-___a.avww <br /> . <br /> separation at upslope edge (2a) to depth of rock layer to s... -''......... 1:4......41.9.119449 <br /> 44' <br /> rock depth and the depth of cover to find the total mound 1` <br /> height at upslope edge of rock layer; <br /> 2.0 ft + 1 ft + 1 ft = L-1 feet <br /> d. Enter table on page bottom with landslope and upslope <br /> dike ratio. Select dike multiplier of 3. o3 . <br /> e. Multiply dike multiplier by upslope mound height <br /> to get upslope dike width: y x ;3.0;, = 1 a feet <br /> f. Add the depth of slope difference (2b) to the upslope <br /> height to get the downslope height <br /> gl.0 + .'-1 = y . (,! feet <br /> _ g. Enter table on page bottom with landslope and <br /> downslope dike ratio. <br /> Select dike multiplier of c Y>c? . <br /> h. Multiply dike multiplier by downslope mound height <br /> to get downslope dike width: Y. t! x kgs' = Pfeet <br /> i. Compare the values of step G.1 and Step G.2.h. Select the <br /> greater of the two values as the downslope dike width; <br /> a e feet `::: : •::; <br />