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FROM :veronaseptic FRX NO. :8457466 Mar. 09 2009 02:23PM P3 <br /> it PLAN .•„GNATURE:.._. MPIMPRSWI:_ OATS:• <br /> t--r• A 14 l.i'IA 1J PAGE_ / OF- <br /> 7 ,ly}�I E ' COUNTY <br /> iµ,sWl4.S L7,T 6N.Ry,ZE,TOWN or SPat+-�G-0R'� <br /> SCALE 1' ..5�b <br /> 7.-- x = SOIL BORING <br /> QP�Pb` I ONE INCH I <br /> ��� / S 6 0A� IF THIS LINE <br /> J DOES NOT EQUAL <br /> Rt�S I�'I ONE INCH THEN <br /> I�y 7� THIS DRAWING IS <br /> M. t • y �'"� <br /> NOT TO SCALE <br /> ��rn �� <br /> (l�' '""�- ELEVATIONS <br /> is-I oJb�l'Y' <br /> A1'MC BMp=wet- roof 40 « is.y S'nc. 8-Z 1 b'I.f' • <br /> per COMM 03034.Frost X rated as 41-yam-/0-1-3' <br /> per C 82.3O(11 XV)2. <br /> BOTTOM OF SYSTEM <br /> 1000000 GAL COMBINATION--'- It IS AT /o4'tS• <br /> SEPTIC TANK'BY <br /> •DAI,MARAY- ALL TREATMENT <br /> PROPOSED 2‘•s'Xj4° ' TANKS ARE: <br /> AT-GRADE GRAINFIELD TANKS A BLDG. <br /> (LATERALS FOLLOW ORIGINAL 2'FROM LOT . <br /> GRADE CONTOUR OF/�-°°') Z <br /> .Z25'FROM WELL, <br /> 4•PVC SEWER LINE s <br /> -I p <br /> AD QIV) <br /> l <br /> sr I <br /> ZOELLER"TRU-FLOW SPLITTER' f Lod <br /> MODEL 17S-0001 <br /> • WR 4”SEAL <br /> SCH M IT3.000B t� 0'1 _ /BA:dpt�..I' <br /> FOR•'SCH49POE IN;'OtA+lr % <br /> DA1L <br /> 61.=tame.' <br /> • <br /> mitumuM.OF 1.5 FEET .7 R �.Pr. <br /> OF BACKER L SOIL AS / F)•. <br /> COVER OVER PIPING. -�,s.; �`�/ <br /> • NO DIPS IN I I <br /> / i / Y <br /> ii00•00-• 41 ! <br /> ►6.17 , Ss~ OnSf QA.P.Iua <br /> 2 <br /> THE AREA OF THE GRAINFIELD ANON' (ie w. r APa1f <br /> • <br /> DOWNSLOPE SHALL BE UNDISTURBED- I u -t 4,Sw't'1, <br /> NO VEHICULAR TRAFFIC ALLOWED.NO • S E L.2'7 <br /> EXCAVATION OR COMPACTION OF SOIL <br /> J.. <br /> I I ' <br /> 51 + <br /> I 11,, Pr:„8, <br /> AN <br /> 'SOP MESS,f1CSclMtitvr PO-• R[4.. <br /> ^M 4 <br /> d <br /> wnsnulee <br /> i <br /> r.n 4 <br /> f 11 <br /> ....nmu,yum • <br /> XIg r„ Om.ae..tl_4. ; r17• <br /> eew+��� •5111IC TANK HAS APPROVE <br /> • E!7'L.UENT FILTER.TANK IS <br /> VENTED OVER INLET BAFFLE <br />