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• PLOT PLAN <br /> PLUMBER'S SIGNATURE: MP/MPRSW#: DATE: <br /> CLIENT: 14b11t£5. 4)12- o0(z jYgo :5., (,JC.. PAGE / OF y <br /> NW 1/4,4 1/4,S 5.,T B N,R ODE,TOWN OF l3JR-kc-e- PA Ng COUNTY <br /> L.0 4 Gt., 2t_E Cdr 5C.,2Vi C ' BSI A-i--S SCALE 1" = VD' <br /> x = SOIL BORING <br /> LJ g k - re-S) R-l`ki 1 ONE INCH I <br /> /7o.or . <br /> • ' IF THIS LINE <br /> /.Jc i/1' Paygfri N`^ If uE t`y DOES NOT EQUAL <br /> ONE INCH THEN <br /> P�PcS�� DRiY THIS DRAWING IS <br /> / NOT TO SCALE <br /> ALL TREATMENT - <br /> TANKS ARE: <br /> Z5'FROM BLDG. <br /> r(zvPoSfr:. 2'FROM LOT LINE <br /> 225'FROM WELL <br /> / 4 FjsE�t2.coJkA <br /> �/ ��P � VENT FOR LIFT <br /> 'P wE � STATION IS 2 <br /> NJ 10' FROM ANY <br /> o_ N DOOR, WINDOW <br /> VI OR FRESH AIR <br /> J INLET <br /> vt•k 01 A1 I 4"PVC Biog.sewer-SCH 40 or <br /> ON _� ASTM D3034.Frost proofed as <br /> per COMM 82.30(11)(c)2. <br /> / COMBINATION TANK BY• "DALMARAY" <br /> g a S 1287 GAL.SEPTIC TANK* <br /> 14 760 GAL. LIFT STATION <br /> ,,2.1J).- /Go 'OF Z "PVC, <br /> 11® _--- SCHED.40 FORCE MAIN <br /> to f�� . <br /> X 12�% t EvEL"'r�'M q N{Fn <br /> p / <br /> y <br /> if /� <br /> i 1 � 1 <br /> '' $vK=ToP a c 3/,,''__ <br /> 'Z ryl..=Laos• <br /> q,>‘.. ItIoc,. -ZS-1 <br /> d° <br /> p,44% A 4. <br /> � PROPOSED DRAINFIELD <br /> % Z - G 'x /zs' CELLS <br /> (CELL ELEV. SHOWN) <br /> FUTURE REPLACEMT.AREA <br /> H - s' 'X 75 ' CELLS • <br /> (CELL ELEV.SHOWN) <br /> DESIGN FOLLOWS CRITERIA FROM <br /> IN-GROUND SOIL ABSORPTION . <br /> COMPONENT MANUAL FOR PRIVATE <br /> ONSITE WASTEWATER TREATMENT <br /> SYSTEMS(VER.2.0)SBD-10705-P(N.01/01) <br /> *SEPTIC TANK HAS APPROVED <br /> EFFLUENT FILTER OR LIFT <br /> STATION HAS SIM/TECH STF-100 <br /> ,' (OR EQUIVALENT).TANK IS <br /> VENTED OVER INLET BAFFLE <br /> OR IN MANHOLE COVER. <br />