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Aggregate Shall Conform to s. SPS 384.30(6)(1). Wis Adm Code <br /> Geotextile Fabric There Shall Be 6"of Aggregate Under Distribution Pipes and <br /> Conforms to SPS 384.30(6)98) 2"of Aggregate Over the Distribution Pipes. <br /> Distribution Lateral <br /> 4"PVC Observation Pipes Topsoil Cover <br /> (ASTM D-2665) '` ``+Aff- J imil\\\\\�I �\\\\1111111i/� <br /> Soil Material 1.1°# �� _ <br /> 0001 <br /> \\111111111�I11S\%///I I.A\VII/lad\VIIIIDD,.�\��\1'tlll//, \\\Illlla\\\\`0000 'IIIIIIIIIII�II <br /> Tilled Area i <br /> 5' 1 10' 2' 5' <br /> Cross Section Of Absorption System 2"PVC Force Maim <br /> Extra Fill Here To Cover Force Main From Rissy Flo <br /> From Rissy Flout <br /> 8 <br /> —5' "5' 5' <br /> 5• Distribution Pipe \ <br /> 22' 12' <br /> tj 4"PVC Observation Pipes <br /> 4 Il \ O (. •. 0-2665). . •. • <br /> 5' <br /> 1 ■ \ i <br /> 12.5' </ <br /> H— 12.5' Grovel Cell <br /> Plan View Of At-Grade Absorption System <br /> Extend The End of Each Lateral Up With The Use of Long Turn <br /> 90 or 45 Fitting To a Point Withing 6 Inches of Final Grade. <br /> 1 Terminate The Ends of The Laterals With a Valve, Threaded Cop <br /> I or Threaded Plug. Provide Access From Final Grade. <br /> 2"PVC Force Main---_._J PVC Distribution Pipe <br /> (ASTM 0-2665) (ASTM 0-2665) <br /> X/2- -X/2 - - <br /> .-r, . I . . ri <br /> P yk-X—I—X 1 I X+X -I <br /> P <br /> Holes Located on Bottom Distribution Piping Detail <br /> Are Equally Spaced P 9 <br /> Watertight Cap_\ <br /> Specifications <br /> \� ; <br /> P; 37 :Feet r <br /> X 24 <--itiches ,--,:<-1:b <br /> Hole Diameter: 3/16 inch <br /> Water Lateral Diameter; 1 1/2 Inch(es) <br /> Collar •"High Slots Force Main Diameter 2 Inches <br /> `� #Holes Per Lateral 19 <br /> Invert El. Of Laterals; 93.1 Feet <br /> 4" PVC Observation Pipe <br /> Page 3 of 6 <br />