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. /17 <br /> vi PLAN <br /> DATE: <br /> All I/1 (12-triWIT-S*#:_32, --5---3NATURE: PAGE OF <br /> �° 5S �ok PAP COUNTY <br /> 1l4, S Z�sT N,R 12-E,TOWN OF M SCALE 1" = fr <br /> / ° WELL <br /> x = SOIL BORING <br /> I Q wr- I <br /> a IF THIS LINE <br /> -� DOES NOT EQUAL <br /> V!''' �'"' s Y ; ONE INCH THEN <br /> re .°F FIST -, .. ^: l ,,, <br /> <<0 SEe��� '� ; �•y,cam" '(Ll^t3i�piJfc .'� tf o.7 THIS DRAWING IS <br /> I (L 36 •;s l'''' 5 NOT TO SCALE <br /> \ _ .■P IA- <br /> `-`° 'CTD g --Al,A? ixe,..,c1) w� <br /> ,'' ELEVATIONS <br /> 11. - "----U ' I • ' 't-6--' -'-' ' . (3 4Y �. , <br /> 11 BOTTOM OF SYSTEM <br /> IS AT Tz.?1/.a')\\w' I Y <br /> ALL TREATMENT <br /> N8rn= NA,�e,', TANKS ARE: <br /> I. ! I,rl�l,r 0'`F Z5'FROM BLDG. <br /> 64.. .....:_•(.00.0 4"PVC SEWER LINE <br /> (ASTM D3034 OR EQUIV.) >2'FROM LOT LINE�� >25'FROM WELL <br /> •..► 4"PVC BUILDING SEWER, <br /> APPROVED DISTRIBUTION BOX �S gCHED.40 OR ASTM 03034 <br /> WITH 4 IN.PVC HEADER PIPE <br /> (ASTM D3034 OR EQUIVALENT) DI,6 TO BE FROST PROOFED AS <br /> PER COMM 82.30(11)(C.)2. <br /> VII 3 <br /> o - <br /> WELL. <br /> J \ <br /> PROPOSED DRAINFIELD / 1 <br /> 3 _ S x 7S. CELLS \ <br /> (CELL ELEV. SHOWN) <br /> 1000/600 GAL.COMBINATION <br /> ..---\ <br /> SEPTIC TANK*BY \� <br /> N4 "DALMARAY" <br /> ILA _ 9. PRo?of.-3 1 <br /> 5 L <br /> - <br /> / f(_sIa <br /> Q —� / / DESIGN FOLLOWS CRITERIA FROM <br /> t "� IN-GROUND SOIL ABSORPTION I <br /> \ \ \,„....s. P� / / COMPONENT MANUAL FOR PRIVATE <br /> �S X co ONSITE WASTEWATER TREATMENT <br /> SYSTEMS(VER.2.0)SBD-10705-P(N.01/01) <br /> I 0( l�l�•L D <br /> Iq�, Q ` Z <br /> St ta, P� <br /> Q r ,, O 1" ST-'A <br /> !�'' ,, I @;0.7n y .` } to r u f .,,,,'T,...� ' L�i`�,� <br /> r( >~�T 51L . . fq? . 5 z ,_ e1t.,,;;"‘X '1 ik xi yaj} 4 �g� <br />