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, <br /> PLOT PLAN }iL5 7f��. �,G, D <br /> PLUMBER'S SIGNATURE: d k� MP/IV�RR6 #: �Q /J - DATE: r N <br /> L .� U <br /> CLIENT: C I T b 20 2 �� PAGE / OF --S-:- <br /> //U) 1/4,M.1/4, S 2S-,T S N,R /b E, TOWN OF U2,Il-E , DA LiE COUNTY <br /> SCALE 1" = Lt b ' <br /> x = SOIL BORING <br /> L ()7 L <br /> I ONE INCH <br /> '0,cI 2 y Co r-) 5F 2v A.tiC,`-r ! IF THIS LINE <br /> E S r A---i- 5. 06, /'reserya-%o/ /�I DOES NOT EQUAL <br /> ONE INCH THEN <br /> THIS DRAWING IS <br /> NOT TO SCALE <br /> ELEVATIONS <br /> REVISED 9-`�Z 2 z /0/ .2 <br /> `i`ecoe:Dy 8 (3-L , ' / oz.! ' <br /> -�-off <br /> Inftla� Dc7te BOTTOM OF SYSTEM <br /> APPROVED IS AT l62-9S ' <br /> ALL TREATMENT <br /> TANKS ARE: <br /> >5'FROM BLDG. <br /> THE AREA OF THE DRAINFIELD AND 15' Z 2'FROM LOT LINE <br /> DOWNSLOPE SHALL BE UNDISTURBED. . Z25'FROM WELL <br /> NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL VENT FOR LIFT <br /> STATION IS <br /> 10' FROM ANY <br /> DOOR, WINDOW <br /> OR FRESH AIR <br /> INLET ' <br /> 'O <br /> 8l`'1=To-D. L o— <br /> cos.a Sl'f41C.e. (o( , ( 'Z 1 ZR <br /> 'c, t.c.c.' <br /> c • : N' ION TANK BY `-cA. C <br /> 1°° "C' <br /> 10 1000G• . SEPTCTANK' /-- 9 <br /> X 600 GA . LIFT STATION <br /> \ IA) tom, <br /> lirr <br /> •C <br /> too, <br /> \ <br /> li 1 <br /> , i x9 ��� <br /> PRO P a 5 .r <br /> ... / 7Th 1.Vsrk' <br /> ,-C $2'OF "PVC, <br /> V Rao Pb��j <br /> SCHED.40 FORCE MAIN 3 p83��� - <br /> •/U/ ' °‘ <br /> m .L.„,..„..... 1 Z 4k• <br /> I, I <br /> 4"PVC BUILDING SEWER, <br /> SCHED.40 OR ASTM D3034 <br /> ' (Or. ' TO BE FROST PROOFED AS <br /> \ <br /> PER COMM 82.30(11)(C.)2. <br /> 1 Af-E �2 <br /> per ' <br /> . ov.f-AC> <br /> D2a iFi�L.D <br /> - ` I °2.as *SEPTIC TANK HAS <br /> "ZABEL A100" FILTER <br /> (OR EQUIVALENT). <br /> TANK IS VENTED OVER <br /> INLET BAFFLE OR IN <br /> MANHOLE COVER. <br />