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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)(8)) - <br /> _ —Topsoil <br /> Sand Fill Material <br /> (ASTM C33, Fine Aggregate) T <br /> E. D <br /> '__'--__-_____-_-- _._. <br /> 10 9 Slope -77/led Area \ <br /> Aggregate Shall Conform to SPS 384.30(6)(I)---1 Force Main From Dose Chamber- <br /> 6"Below Distribution Piping <br /> 2"Covering Distribution Piping <br /> Cross Section of Mound <br /> D= i 0.92 1 Ft. <br /> E= . 1.72 I Ft. <br /> F= i 0.83 Ft. <br /> L... <br /> 1G i 0.5 1 Ft. ; <br /> 2"PVC Force Main (AS7M 0-2665) --------- H= 1.0 ? Ft. <br /> No Dips In Entire Length; Drain _^ ._y___________ <br /> Into Mound <br /> Extra Sand Fill Here To Support <br /> Force Main &Provide Cover <br /> I— -- L - <br /> . r ► • <br /> I <br /> J <br /> B - - K <br /> f - <br /> j A O 0 <br /> W t -7 - <br /> �- PVC Distribution Lateral <br /> I <br /> I Gravel Cell <br /> 4"PVC Observation Pipes—\ <br /> Of Cell 2665) 1'From End Plan View of Mound <br /> _ ! 8 — Ft. <br /> Watertight Cap--- f B = 1 75 Ft. <br /> K = 9.5 Ft. <br /> � <br /> `� ' L = _94 ' Ft. t <br /> J = 5.5 Ft. <br /> 1 1= ti 13.5 Ft. <br /> W=! 27 € Ft. <br /> ,-6"High Slots Water Closet Collar—, <br /> ■ <br /> 11 <br /> �J <br /> 4" PVC Observation Pipe <br /> Page 3 of 7 <br />