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TRANSPORT PIPE <br />FROM PUMP TANK <br />1i <br />FE� <br />LINES <br />SCH40 <br />PVC <br />HECK VALVES <br />REQUIRED <br />TO DRAINFIELD LATERALS <br />DRAINFIELD CROSS SECTION <br />Not To Scale <br />SLOPE: 32 % <br />NATIV <br />GROU <br />LEVEL <br />DF TRENCH <br />9" End View <br />361NCHES <br />24 INCHES MINIMUM <br />VERTICAL SEPRATION <br />SEE DESIGN FOR <br />ACTUAL 8 OF <br />LATERALS <br />SPUTTER MANIFOLD SCHEMATIC SEASONAL SATURATION <br />Not TO Scale OR RESTRICTIVE LAYER <br />COVER SOIL <br />UNDISTURBED SOIL <br />THREADED 6„CAP <br />CAP OR PLUG PVC HOSE OR LONG <br />✓ SWEEP ELBOW <br />O 0 <br />IV0 <br />6` PVC PIPE ANCHORED IN PLACE WITH <br />DRAIN HOLES EXTENDED TO BOTTOM \ <br />OF TRENCH TO MONITOR PONDING UNDISTURBED SOIL <br />rp <br />MONITORING & CLEANOUT PORT <br />Not To Scale <br />12INCHES <br />RICH'S SEPTIC DESIGNS LLC Client: Mark Gollke <br />Once. 36M53-2128 / Cell: 425-377-3660 Pressure System Schematics PTA#: 280508 004 01300 <br />Email: roseptic@gmail,com Date_ 3/29/2019 <br />PRESSURE <br />LATERAL <br />DRAIN ROCK <br />'OR APPROVED <br />GRAVELLESS <br />CHAMBERS <br />