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BP-401.....• . . 112 o )10.64 , o _o .:_ . IL, � eL 3 f`. �g' �; / 24 ` /os.4o Z� D►V1Sol0 `1 �5, 4" SA�r7 SAn1D PVc M 3,173 Ito : ios.So lln0 GL4( !n0" >J 13LJEL1C3 ' t-A 113 ,, �o i't1'aEONo WrI&A leWWr MOurN - W-46rA-Z1 B=o" TL RJ � Hr_ v 11,E / TYPICAL SEPTIC TANK DETAILD 13, 3. `F �, N o Not to Scale N o.80 11?�� iW.4o Xc �„ Loves AMERICAN PRECAST or approved equal o .w a t� d 3' �6; o �� ova` I _ - TEST Ti1KEN 4- -so 4Y I • ` 1 `-- _ � j12C0 v2� \\ .� 3� 54. Tp� �\\rLLL �4 XZ4' 10 N et t. �.6, �i a INSPECT`OR- sum �arZ,��-►iJ PERCOLATION RATE SEEPAGE- AJ6AJL=- LEDGE- ► 0 Llr-- GROUND WATER-- >w' �n� 3►z N,o - @ 7Z GL = )o4.7 nIr SIGN DATA \ 3 )14.Sp 3.5 i Gi.d2. 1 � p , ELEVATIONS UST I \ 38' _ �� ..o;.;,, •r.•�" :p:d'. !. '': DESIGN FOR -- �� MIfJ — �. t o,1J 1�LL ESTIMATED- 4, � r� S��-lrzr-� Qa1�onS F'LQW �. CHANGED s' -- ��-- WITHo \; ��z 3• �' z Zo,: Z CALCULATIONS - s�o�= LaS'xz1+�.,I'xz� x UT 00� }� 'V '' - OF H t �C ► - 30 _ _ HEALTH APPRO 1A \ ,,, ----•- Z �- C'A � - 39 x I Y, -71 �/� c. 304. 41. I a 4 `Sc'' 8•�' fQi TYPICAL DISTRIBUTION BOX DETAIL - LEACH AREA, --r.-r�L �a�Lo►�s�►�c� 470•� Not to Scale VC . 30,�, cao' , i r - 1q AMERICAN PRECAST or approved equal GENERAL NOTES s-rorJ� AFL A•�,ura�. I.) This system is- designed In accordance with the State Sanitary 3 \ �,0 5) and any city or town modifications. Code (Title 2.) Engineer and Board of Health to inspect sewage disposal system before backfilling. ,o 5 u(._ ` g� �i 1_G•. 3.) Elevations based on =jv1-D-A\v,—,tiv'�datum plane. ` , Eb I I z d ZOO � 4/Z r 5.) Locus being i G r �2G h /u' o Co U�1_.+J C'9G -mil' �,# '� `. 5d.1 a 6.) This system ( Is not) designed for a garbage disposal. 7.) Leach area to be excavated to elevation )o5,40t and backfilled with clean clay -free_ gravel to bottom of bed. trjaRUotR�O WENp1�H IZ PLAN LEGE .OT ik 0 0c ®loe ' 4 PLASTIC PIPE (Tight joints) SEPTIC TANK 4" C. ), PIPE ('.Tight joints) ❑ DISTRIBUTION BOX ® ------ -:o 4" PERFORATED PLASTIC PIPE TEST PIT 1 \, - _ D a e REQUIRED HEALTH INSPECTIC�j .4 ':• •4'•g 4 - s� EXISTING CONTOURS OF H g.r,/1. BENCH MARK \ `*. ED WHEN EXCAVATED PROPOSED C (O N T OU R S w E ' PRECAST LEACHING CHAMBER��f Top OF RESERVE LEACH AREA D DR UV E FOUNDATION //Z Not to Scale Q WELL OCT i FI 13 ROTONDO or approved equal 1993ELEV.= /14.50 For Garbage Grinder, Whirlpool B.O.H. STAMP P.E. TAMP SUBSURFACE SEWAG V1 Z r,Ys 8 g" ►% (10._- ,� _ APP�(��!EP 3��LSHOFM�ss9c CLIENT : G�� 9�. p � �s oGERALD tiG J C.}�I r� / to , r :::' Q Q Q r_ 1 Q L� , e I i! `�!' `C I g u+ O. I /� V' MICHAEL r^, Gam- ► d-7,o p, 09,7� /� ti 3 L C�'�V C21�1'�._. FTZGERALD -, d• Q Q Q Q G1 Q If, � I v, r U �5O o .9 LEVEL STABLE o9 Gi,=1og.7o I ,��o. issos��o� t��W G"C�� " GfL't� �`'• 4c�,IST b- per BASE �o < 'l l ,�� �I o 7 — - 9�FFSSIONA ���\� Note: I/4 pe GALLON CONCRETE. / S ��=DoJC. �( C) FIRM TITLE �•o slope min. CLEAN CLAY FREE GRAVE J ' * �� t T�-- - SEPTIC TANK 3.3 - ice, DISTRIBUTION BOX 5 Z 5 S 5 S 5 5 �� ; FITZGERALD ENGINEERING `LEVEL STABLE L� LEAGLIINLq aEo , B. O. H. NOTES P. L.S. STAMP THE APPROVAL BY THIS OFFI S P E C I F I C A T I O N S. Ti Llr � ti TYPICAL PROFILE OF SEWAGE DISPOSAL -SYSTEM : o , DOES NOT GUARANTEE T CE 1 Not to Scole = EFFECTIVENESS OF ANY 1I34.9P�1(3lE • N k�moL) I l4 ��- I"I < Note: Discrepancies of soils or water table duringconstruction - �,-_h I�h.- y ,; INSTALLATION OAT''►t» �µ �� �. e �',XG(�(r�T�i] DARTK90UTHBOARD OFHEALTH 60 6 UU OZ 3� CdON�TACT . GERALD M. FITZGERALD must be reported to the engineer for inspection.,o CLs� o►A ►05,+4 t �•^ID - - -�� == ITS �� ��`�a M1y ADC RESS: 13 CHURCH STREET 4 " 7', ENGINEERS AS -BUILT Note: Any changes to .this plan must be approved by the Q�` MATTAPOISETT , MA. oL739 Board of Health and the Engineer. PLAN & CERT TELrEPHONE: 758- 3823 i?tta _ A 17E- EN REQUIRED n O NIL i E7fi; ��'NOivvaC bool --. a -9 w a o oN I ji V. IV �� ro 1 '�-z"�a w a>©P -.- _ . - _ . ,. ... .:, _... r.. , .�,�. �_ .: i - .. - ' ... i cw ,_., - .. i i 14 } x P i G=i -• - r ----t , 1