Laserfiche WebLink
\ \ <br /> M . -"-- <br /> Upstope (4.D) 14.0 <br /> v <br /> 2 ++ i <br /> AEndslope (4.L) ' Endslope (4.L)f. <br /> 14.0 - 14.0 <br /> .c 10.0 50.0 <br /> - "1 i <br /> r <br /> E <br /> { <br /> t <br /> 0 i <br /> _________,Downslope (4.J) 19.0 <br /> \ \ <br /> _,- ____ )/ <br /> Total Mound Length (4.N) 78.0 I <br /> 4" inspection pipe <br /> 18" cover on top <br /> ,, Upslope berm 4.D) A. <br /> / Downslope berm (4.J) 19.0 y <br /> 14.0 P► <br /> _ 12" cover on sides <br /> (6" topsoil) <br /> i: _ <br /> tAbsorption Width (3.A) <br /> 20.0 <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 />