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PLOT. PL A N <br /> 48ER'S SIGNATURE: iCt414J94., a� n <br /> MP/MPRSW#-d �pS DATE: 7_/6.-(;3r <br /> DENT: ._ C--/4 2YL.� 0 ,) 1 1-i-t&)Ss_-_ <br /> PAGE I OF 9 <br /> Nu/1/4,�1/4,S2o,T i. N,R Lo E, TOWN OF 9li ,,.1 r...) <br /> A A E. __— ___. COUNTY <br /> PROPOSED DRAINFIELD SCALE 1" = f p` <br /> 5-- C. 'X 3' CELLS x = SOIL BORING <br /> (CELL ELEV. SHOWN) <br /> l _ ON ' INCN I <br /> ■ <br /> qi IF THIS LINE <br /> APPROVED DISTRIBUTION A L (I S I DOES NOT EQUAL <br /> BOX W/4" • C HEADER ONE INCH THEN <br /> PIPE(ASTM 83034 OR EQUIV.) Z <br /> X THIS DRAWING IS <br /> A n NOT TO SCALE <br /> 3,,• <br /> ELEVATIONS <br /> Jr - I� `f7 I <br /> N,� sc, 'OF Z "PVC, Z' '(S 7' <br /> K SCHED.40 FORCE MAIN a•3 = �3'/- <br /> �� <br /> COMBINATION TANK BY <br /> •O ! "DALMARAY" <br /> 1287 GAL.SEPTIC TANK* <br /> 760 GAL.LIFT STATION <br /> T. <br /> g/ 4"PVC Bldg.sewer-SCH 40 or ALL TREATMENT <br /> ASTM D3034. Frost proofed as TANKS ARE: o <br /> -� BM=BOTTe M OF _Per COMM 82.30(11)(c)2. �' �5'FROM BLDG. I . <br /> J SIDING @ C0RNER -. :7 2'FROM LOT LINE <br /> ELEV.=100 �' 'u r Z25'FROM WELL <br /> _ '�EK C 1nHG Nye u6u <br /> I g� VENT FOR LIFT <br /> Drawl EK�SnwG sEp��L1 �A++°oN�sj STATION IS <br /> 1 10' FROM ANY <br /> DOOR, WINDOW <br /> I 1\ OR FRESH AIR <br /> INLET <br /> Ev .(. R,Stpeocx. el paszp gPpmo►a <br /> #.2.19c C`{agioe 0 9 <br /> Z9`e•oS <br /> . LDINT O <br /> e WEu <br /> -S tAlk i 31g <br /> (is—. i 3 Arc.P-I: ) <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 />