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Jul. 28. 2009 12:32PM No. 1034 P. 1 <br /> . l:�7 <br /> . PLOT PLAN <br /> PLUMBER'S SIGNATURE: T" <br /> MP/M PRS WAS: DATE: <br /> CLIENT:_ 0 RAD• HZ L-E• 131,1,.0 PAGE, i OF 'f <br /> Ss. 1/4,1/4.S,I ,T L N.R,LE,TOWN OF 5.1,21,4G4A•l,E 1)4 i- - . <br /> COUNTY <br /> 4"PVC SEWER LINE SCALE 1" =t{o <br /> (ASTM 03034 OR EQUIV.) * x g SOIL BORING <br /> 41,1 PROPOSED ZS'•5'X /3P' 4'" 1 ONE INCH I <br /> AT-GRADE DRAINFIELD Z <br /> (LATERALS FOLLOW ORIGINAL <br /> GRADE CONTOUR OF'�7•6__') X IF THIS LINE <br /> DOES NOT EQUAL <br /> ONE INCH THEN <br /> 4"PVC Bldg.sewer-SCH40 or THIS DRAWING IS <br /> ASTM 03034.Frost proofed as \ilit N OT TO SCALE <br /> per COMM 82.30(11)(c)2. <br /> e. <br /> _-+" <br /> SEPTIC GAL COMBMAnON l" 3 <br /> SEPTIC TAN BY <br /> Ple4 a 5s3 a "DALMARgY <br /> 1�fdaYB 1 <br /> MINIMUM OF 1.5 FEET <br /> h ( OF BACKFILL SOIL AS <br /> u COVER OVER PIPING. <br /> 0 NO DIPS IN PIPE <br /> 1q <br /> J .fI.A., <br /> U P(2.oPoWEI, I BOTTOM OF SYSTEM <br /> Lt eaDflao. 1 IS AT 157.0' <br /> Bari I CS-'cE ZOELLER"TRU-FLOW SPLITTER" <br /> MODEL 173-0001 ALL TREATMENT <br /> WITH SEAL P/N 173-0006 TANKS ARE: <br /> THE AREA OF THE DRAINFIELD AND 15' FOR 4"SCH 40 PIPE 2 5'FROM BLDG. <br /> DOWNSLOPE SHALL BE UNDISTURBED. <br /> NO VEHICULAR TRAFFIC ALLOWED.NO 2'FROM LOT LINE <br /> EXCAVATION OR COMPACTION OF SOIL k25'FROM WELD <br /> *SEPTIC TANK HAS APPROVED <br /> EFFLUENT FILTER.TANK IS <br /> VENTED OVER INLET BAFFLE <br /> OR IN MANHOLE COVER. <br /> $MA=aAILe G4 6P. <br /> . e'r ..._.(22:2._ J WoaE t.Asr <br /> = . <br /> `�_-� a >}wr> <br /> I2•(uy4. <br /> /4 er <br /> illi <br /> L-t?T '2 <br /> GSA 1 wr'3Y <br /> (-7 <br /> w <br /> 4 <br /> .....\\_. : <br /> • <br /> 4-.1,..1" 'err--, <br />