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\ \ <br /> ° Upslope (4.D) 11.0 <br /> , 94 <br /> 1 1 <br /> 1 <br /> I <br /> Endstope (4.L) = F lEndslope (4.L)�, <br /> — 13.0 I 13.0 <br /> 5 10.0 62.5 ,_ i <br /> __ <br /> C= 1 <br /> { <br /> 7 Downslope (4.J) 20.0 <br /> I� <br /> \ \ <br /> Total Mound Length (4.N) I 88.5 <br /> -4" inspection pipe <br /> 18" cover on top <br /> Upslispe berm 4.D) ), / Downslope berm (4.J) 20.0 y <br /> 11.0 a <br /> 12" cover on sides <br /> ,_ e (6,. topsoil) <br /> ----11.0Claand l t . � ,, <br /> 1.0 `-__. <br /> if Absorption Width (3.A) <br /> 6.0 <br /> Note: <br /> For 0 to 1% slopes, Absorption Width is measured from the Media equally in both directions. <br /> For slopes >1%, Absorption Width is measured downhill from the upstope edge of the Medio. <br /> For slopes >1%, Absorption Width is measured downhill from the upstope edge of the Media. <br /> Comments: <br /> Divert surface water away from mound. <br /> 7. APPROXIMATE MOUND MATERIAL CALCULATIONS: <br /> A. Calculate Media (rock) Volume:Media Length (2.C)X Media Width (2.B)X Depth = Volume (ft3) <br />