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• <br /> Aggregate all Conform to s. SPS 384.30(6)0). Wis Adm Code <br /> - There Shall Be 6" of Aggregate Under Distribution Pipes and <br /> Geotextile Fabric 1 2" of Aggregate Over the Distribution Pipes. <br /> (conforms to SPS 384.30(6)9g) <br /> Distribution Lateral <br /> 4" PVC Observation Pipes <br /> (ASTM D-2665) I���///1%�\\\\\\�\\�!I//ICI Topsoil Cover <br /> Soil Material ''''��01001111A' <br /> f� '` �\\\\\Illllli ' <br /> 111h- <br /> ►,''''��, �ia�� i����ii,�����i�i1111�i.�����'i�►��i��Viiiiik:�,.! ���\`IIIIIIIIIIIIII <br /> \\11►111111 l/l 11.�Q��//// <br /> ..."--------------Trlled Area <br /> 5' 10' 2' - 5' <br /> Cross Sectil n Of Absorption System <br /> 2"PVC Force Main <br /> (ASTM D-2665) <br /> 1.--'"• �. <br /> 5 5'- <br /> 5'- i5' <br /> t , / � 1 <br /> �; Distribution Pipe•• •• 4" PVC Observation Pipes ' • ' ••• <br /> 4 ■__ <br /> ¢. - r t ' Gravel Cell <br /> 2" PVC Force Main Plan dew Of Alt-Grade Absorption System <br /> (ASTM 0-2665) <br /> Extend The En'd of Each Lateral Up With The Use of Long Turn <br /> 90 or 45 Fitting To o Point Withing 6 Inches of Final Grade. <br /> Terminate The Ends of The Laterals With a Valve, Threaded Cap <br /> or Threaded Pug. Provide Access From Final Grade. <br /> PVC Distribution Pipe <br /> (ASTM D-2665) <br /> ii .ri <br /> /7"..°°. P I--X-1- X-4 -X-1-- X-4- X -1 P <br /> 1 <br /> Holes Located on Bottom Distribution Piping Detail <br /> Are Equally Spaced <br /> 2"PVC Force Main <br /> (ASTM D-2665) <br /> Watertight Cap <br /> `S Specifications <br /> jFeetf . <br /> Xi 12 'Inches 1'b. <br /> Hole Diameters 1/4 !Inch � <br /> Water Lateral Diameter[ 2 I Inch(es)i _. <br /> Closet High Slots Force Main Diameter' 2 Inches ' , <br /> Collar ''L___..Holes Per Lateral 25 LFT87.8 eet <br /> 4" PVC Observation Pipe <br /> Page 3 of 5 <br />