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,r <br /> AWINNIIIIIINIEUNIENIIIMIMISIWIIIIIININIIIIIII <br /> 4 X Slope Tilled Area <br /> Aggregate Shall Conform to SPS384.30(6)(1) <br /> 6" Below Distribution Piping Force Main From Pump <br /> 2" Covering Distribution Piping <br /> Cross Section of Mound f <br /> l! D = 1.0 4 Ft. 3 <br /> i.XE =_ ! 1 .32 Ft. <br /> t------F = 0.83 I Ft. 1 <br /> f G = 0.5 i Ft. <br /> 2"PVC Force Main (ASTM D-2665) <br /> 4.=/- H = 1.0 Ft. <br /> L _ <br /> 1 B -----K <br /> A 0 0 <br /> W - - <br /> PVC Distribution Lateral <br /> Gravel Cell <br /> 4"PVC Observation Pipes <br /> (ASTM 0-2665) <br /> 1' From End of Gravel Cell Plan View of Mound <br /> 'A = 1 8 Ft. <br /> Watertight CapB = 1 57 Ft. <br /> - <br /> K = 19.1 Ft. <br /> INNO all . <br /> 75 Ft. a <br /> _ 6.4 Ft. J <br /> 1= 9.1 Ft. <br /> (. ,.N(= 1 23.5 I Ft. <br /> 6"High S lots ' <br /> Water Closet Collar-, <br />