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• PLOT PLAN <br /> PLUMBER'S SIGNATURE: MP/MPRSW#: DATE: <br /> CLIENT: M A-P4... L LE 6E TEAL) . PAGE / OF S <br /> tk,W1/41VV31/4,S f. ,T N,R 7E, TOWN OF $Pfaus-cOAk.. , DAt..lis COUNTY <br /> L U1- 2, C.,svti t t ' g� SCALE SOIL BORING <br /> . . SOIL BORING <br /> I.- -2.2. kc.g,e,S <br /> I ONE INCH 1 <br /> IF THIS LINE <br /> DOES NOT EQUAL <br /> ONE INCH THEN <br /> . c-. 2'' THIS DRAWING IS <br /> NOT TO SCALE <br /> ELEVATIONS <br /> 13-1 ; s14*6, <br /> �%S 0-Z t• »S•1 ' <br /> � <br /> ,. 3-2''' M./ i <br /> BOTTOM OF SYSTEM <br /> IS AT /)$• I ' <br /> ALL TREATMENT - <br /> TANKS ARE: <br /> THE AREA OF THE DRAINFIELD AND 15' >5'FROM BLDG. <br /> DOWNSLOPE SHALL BE UNDISTURBED. 2'FROM LOT LINE <br /> NO VEHICULAR TRAFFIC ALLOWED. NO Z25'FROM WELL <br /> • <br /> EXCAVATION OR COMPACTION OF SOIL <br /> VENT FOR LIFT <br /> STATION IS Z <br /> • <br /> .1 10' FROM ANY <br /> i17 DOOR, WINDOW <br /> =NA/l. — 'ice OR FRESH AIR <br /> i I' IN 3'0001- INLET <br /> OAK... 1St,=foe.*' <br /> 2 S 'OF 3 "PVC, <br /> / CHED.40 FORCE MAIN <br /> Arr.--- <br /> - <br /> PROPOSED .719/ X 9r..s" 12 r{ <br /> MOUND DRAINFIELD <br /> CELL ELEVATION = i is';► ' I <br /> 3/ .. COMBI 'TION TANK BY <br /> . �� "DALMA.•.Y" <br /> r, 1000/300 t •L.SEPTIC TANK* <br /> .�$ 750 GAL.L STATION <br /> 4"PVC Bldg.s= -r-SCH 40 or <br /> r ASTM D3034. ost proofed as <br /> $414; per COMM 82.31 11)(c)2. <br /> 74 ,," <br /> NO <br /> %4 <br /> . Q <br /> 42 <br /> 060706287990 2.o Pa Ls� <br /> - - - - - II (31C-41(4°� (LLDF�� .P(L�PaSEp <br /> D2,ov� <br /> S NI <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 />