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1 <br /> b <br /> � � 2 <br /> MANIFOLDS 6 REQ D. <br /> 1 PVC (SCH. 40) <br /> CONCRETE BASE <br /> 4 MIN * <br /> U � <br /> W � <br /> o <br /> V) <br /> in I I I I I I I m I I I I I 1 71 <br /> QIMF I 16" SPACING <br /> ELEVATION VIEW <br /> r7 ,� � a OQ <br /> r <br /> OBSERVATION TUBE 4 PVC O <br /> SEE DETAIL <br /> ww <br /> O � � <br /> PLAN VIEW w <br /> � Q <br /> 0 DISTRI T <br /> af <br /> U � <br /> H <br /> w PN: V6606A <br /> FLUSHING VALVE <br /> SEE DETAIL <br /> U ENCLO SURE PN. RR3 0 <br /> r <br /> -46 <br /> 8 CHAMBERS 8 CHAMBERS z <br /> 34 FT. �- <br /> 34 FT, _j <br /> FINAL GRADE :D <br /> TRANSPORT LINE 6 REQ D. 3" NATIVE SOIL OVER FILL Lo Q <br /> �, NATIVE OVER FILL <br /> 1 .25" PVC (SCH. 40} � <br /> VALVE ASSEMBLY ELEVATION � I <br /> ® all6" NATIVE SOIL BACKFILL uxu co <br /> 0 co <br /> AUTOMATIC DISTRIBUTING <br /> DEPTHS 3" FROM LATERAL TO }- <br /> VALVE PN: V6606A TOP OF CHAMBER 0 a 0 <br /> SEE DETAIL OF i2 <br /> 1200 GALLON EXCAVATION 1 " MANIFOLD 1 " LATERAL 12" CHAMBER <br /> PVC WYE <br /> PUMP CHAMBER W <br /> DUPLEX PUMP SYSTEM <br /> . : . ._ ' . •� : ' s . G .s ' ,ti • 6" CLEAN WASHED SAND U <br /> PVC CHECK VALVES 2000 GALLON P — 3" <br /> PN : KSC — XSEPTIC TANK ,- SCARIFIED NATIVE SOIL <br /> 1250 S <br /> 2 REQ' D <br /> INFLUENT LINE <br /> PVC S C H. 40 1 .25 DATE ocT/2009DMVFN BY <br /> '��'k��q �F��; RAS <br /> TRANSPORT LINES <br /> M CHECKED BY <br /> 2 R E Q' D. No. 14977 DC <br /> x�. 3-3I 11 JOB. NO. <br /> sVIL <br /> ERB D DETAILlq F+CAtIFfl��,� <br /> OF SHEETS <br />