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PVC Distribution Lateral <br /> 4"PVC Observation Pipes (ASTM 0-2665)--\\ <br /> Geotextile Fabric <br /> Conforms to SPS 384.30(6)(g) <br /> Sand Fill Material Topsoil <br /> 1100,11iiiiiift <br /> (ASTM C33, Fine Aggregate) vi00011.0,11 ■11111111117111 <br /> „mar,„„,,,,MagnINO <br /> AMINVIIIINNINIMININIIIIIIIIIIMIIIIIIIIIIIIIIIMMIMIIIII <br /> 8 X Slope ' Tilled Area <br /> Aggregate Shall Con form to SPS 384.30(6)0) '''.\,....„,._. <br /> 6"Below Distribution Piping Force Main From Pump <br /> 2"Covering Distribution Piping <br /> Cross Section Of Mound <br /> 0.5 1 Ft <br /> i .....t. <br /> 4 <br /> t,4 E= 4 1.14 i Ft <br /> • <br /> Ft. <br /> 0.83 ! 1 <br /> ! i <br /> J.---t G=I 0.5 1 Ft. <br /> [ P <br /> H= ! ,- ; 1. 1 Ft.H I <br /> - i <br /> Note: There is o 2.2%Concave Deflection Over Length of Cell <br /> .-57'Effective Cell Length Required <br /> ((2.2 x 0.00265) + 11 x 57 = 5Z33' Use 58'Cell Length <br /> L <br /> C <br /> 1 <br /> ) <br /> I l'c B 7-- < K <br /> A 0 0 <br /> W <br /> X <br /> 1 <br /> PVC Distribution Lateral <br /> I <br /> v \ \1 Gravel Cell <br /> 4"PVC Observation Pipes <br /> (ASTM D-2665) <br /> 1'From End of Grovel Cell 2"PVC Force Main <br /> (ASTM D-2665) <br /> Plan View Of Mound <br /> Watertight Cop , <br /> gib <br /> 58 1 FL <br /> ---r ' <br /> L = 1 <br /> 8 ) Ft- <br /> . ! <br /> 74 . Ft. <br /> 6"High Slots <br /> ,-- 1= = <br /> 10 Ft. <br /> 22.5 I Ft <br /> Water Closet Collar <br /> , <br /> , \'• <br /> \--........‘11■Iiiiill. 1, I. 11......" ' ' t(A <br /> 4" PVC Observation Pipe Page 3 of 7 <br />