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I <br /> .JT PLAN <br /> ,t'S SIGNATURE: MP/MPRSW#: DATE: <br /> 4NT: LN1l,l.t PAN\ WE 1 (•ZOl9 �rN PAGE OF y <br /> 1/4, 1/4, S (Z,T N,R II E, TOWN OF C7(2..Lct-z _ COUNTY <br /> SCALE 1" =ja' <br /> 95- o`} ' x = SOIL BORING <br /> BM=TOP OF o-» I ONE INCH <br /> IRON STAKE IF THIS LINE <br /> ELEV.=100.0' G s✓N/I 1 0 9 y DOES NOT EQUAL <br /> ONE INCH THEN <br /> THIS DRAWING IS <br /> NOT TO SCALE <br /> ELEVATIONS <br /> FUTURE REPLACEMT.AREA (3-Z= qz <br /> 3- (—'X 4'1 ' CELLS c). = qY-4 ' <br /> (CELL ELEV.SHOWN) q-g" qt.?' <br /> X BOTTOM OF SYSTEM <br /> i p�?, IS AT j'aS' ql• -j 42.1 <br /> -5' 1 ALIL TREATMENT <br /> TANKS ARE: <br /> eY3 T6. 5'FROM BLDG. <br /> APPROVED DISTRIBUTION Z 2'FROM LOT LINE <br /> 7s' BOX W/4"PVC HEADER >25'FROM WELL <br /> —"— PIPE(ASTM D3034 OR EQUIV.) <br /> i <br /> Z a 3, <br /> qo,s. <br /> PROPOSED DRAINFIELD K 4Z • <br /> 3 - 'X 4l`( ' CELLS <br /> (CELL ELEV. SHOWN) <br /> COMBINATION TANK BY So 'OF Z "PVC, <br /> "CREST" SCHED.40 FORCE MAIN <br /> 1250 GAL.SEPTIC TANK' <br /> 750 GAL, LIFT STATION 'I <br /> 4"PVC Bldg.sewer-SCH 40 or <br /> ASTM D3034.Frost proofed as <br /> per COMM 82.30(11)(c)2. <br /> l 1 <br /> Q(ZoPb SEa <br /> X20 <br /> � ' so <br /> DR-►VE._ <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 /> (q S • el . <br /> -EPTIC T NK HAS APPROVED <br /> �l 1 P�'V� © S�-J A h 1 T- E J 2 EFFLUENT FILTER.TANK IS <br /> VENTED OVER INLET BAFFLE <br /> OR IN MANHOLE COVER. <br />