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PLOT PLAN //'�� / 7/�j // <br /> PLUMBER'S SIGNATURE, J [•74 MPlM PRBWM: IC't// �%C DATE: <br /> • CLIENT: ,E* 17Eirj( 4 J.E N N+13F ie.4AE V PAGE / OF <br /> N k,%,)1I4.A)14114.S.I,T 4.N,R2_E,TOWN OF . 10/�,LrI6►"DAC..E p 4-^3$ COUNT <br /> 191.7, " SCALE 1" =Ltb' <br /> x = SOIL BORING <br /> 9 ONE I <br /> PROPOSED 24.(' X 95- ' IF THIS LINE <br /> MOUND DRAINFIELD 9' BM-TOP OF DOES NOT EQUAL <br /> CELL ELEVATION = /II-I IRON STAKE ONE INCH THEN <br /> ----..___„4, THIS DRAWING IS <br /> NOT TO SCALE <br /> �1 ELEVATIONS <br /> 13�. 1 ' <br /> "a.. 'OF 3 "PVC, rj Ci- �11,o <br /> SCHED.40 FORCE MAIN 0•3= 1)0.4' <br /> 0.3,= 1 n7•5' <br /> Sop GAL.LIFT STATION BY"CK[$T 4 BOTTOM OF SYSTE <br /> (P PVC CONNECTION TO SEPTIC TANK --V, 1$AT ! '4 ' <br /> -ASTM COMM) ALL TREATMENT <br /> 1'7' TANKS ARE: <br /> y I M, 5'FAOM BLDG, <br /> 4"PVC SEWER LINE 1Y � 22'FROM LOT LINE <br /> (ASTM D3o34OREQUN.) z25'FROM WELL <br /> VENT FOR LIFT <br /> STATION IS <br /> 1250 GAL.SEPTIC TANK' 10' FROM ANY <br /> BY"CREST' DOOR, WINDOW <br /> 4"PVC Bldg,sewer-SCH 40 or k' OR FRESH AIR <br /> ASTM 03034.Frost proofed es INLET <br /> per COMM 82.30(11)(c)2. t <br /> DsrrK <br /> 1, <br /> -........z..........7/ <br /> J nl..,T tr <br /> Wp'-k <br /> \ 0141,0 <br /> Pre*Pr.Saar <br /> PAZ 0ve 45'e-4 Pis s=a <br /> 4 (504,il,0 V <br /> 6 r s■0€,..:s� <br /> THE AREA OF THE GRAINFIELD AND 15' <br /> DOWNSLOPE SHALL BE UNDISTURBED. <br /> NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL <br /> "SEPTIC TANK HAS APPROVEI <br /> EFFLUENT FILTER OR LIFT <br /> STATION HAS SIM/TECH STF- <br /> t: r (OR EQUIVALENT).TANK IS <br /> VENTED OVER INLET BAFFLE <br /> OR IN MANHOLE COVER. <br />