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E 0. w. f y s+t ! d;'�i �. rp.'' f'? ."pry OJT lh .,_/ \ *`''ay%` tip.``*• I 11ILZ 41, - o , l _ 4- 4 Q yr. v�P 110 f GI Toel.-J .. ., - .-p w� '�`...� �y � •`� hF �V�+. �{�/l ,4� �1�+1, I,'`�.� Y'ti Gi f{^ ��Y� ✓��i7 '"•�el�•3 '1 l� y c - ILL,_ fi y t 1 r V_ �.GP 61 ,�;' t�.� � 1 ` .ti b _ LNC°{t!?'' '`+mac` 1 6 TX �2 G UCa i VG _PC J: #IM&7.E,R ;;: . ,rp•P' O � u � _� ?r`E�-§. `pd , _ - r .C,. ,p t?,:'F:<�tT6.= ldo_;, r G `iG r. G•. -�. :d. 'G. �•.. Oki ir__. 14 i-,+t`#.I �iA 1��A S>%� f f SECTION A- A SCALE 1/2 = I - 0- DICTZGEt1 NO 198MF AG'EPROOF MA97£R FORM. - r SOIL LOG . lot, MA i �� � ._. - ... a _ •—',s :_ r-� 4" , tip D o38 D gL pa r 6" CET tC:�='fit t ,, --'0 . 1 ,� to 14�� 4-3 1-- IS 4,-6"LIQUID " 41 LEVEL , ' c T i'I01 1 8 sc►+ ao f S°NvB�/2rj PVC TEE � Q' �, � 9 . i ,,//fit MCI TU 1 D2wS 4 {PRO PpSGP DAR7-MaoTN %• MAD �?� y y , _ Q- � LFlND�N(a • _. _ - � ••• � ;.,= ,may ; � 3 • o — — � . GONIp q/C. v/eldcd sEee11 �nre � I i_ I e `'` lao 5 - l0 - 6 ` oD ovr'RDrG a o� tid TYPICAL SEPTIC TANK DETAILA►-�C�' Not to Scalery lo0y �y, `,.. ROTONDO ST 1500 or approved equal A TEST TAKEN- N o INSPECT, OR- ' ., j N - � - — PERCOL,,ATI ON RATE- • w � /O Y l � �� i .. SEEPAGIE �';r LEDGE t Ar l �, GROUND WATER- �� ® DATA, .e C QQ ..a /Z-/ a V �� V.0 .,•4'..�J r.•�;•' :Qd 'f.• ��� DESIGN FOR �• •`7 /yl%!V 41 � ~• • D N oT 5 ' s'-�' ESTIMATED FLOW - 3 $6D x 1 k. CALCULATIONS- P i, yx/21 x �7 —'t. a:/ o%E : �� 5!x � � -l•• /l � x 2•- t X /, t� X • 3 � �piS Z L% i 90 !`1 / o� ,r . Y 1'I�=-tAt �p c,Uo,•.dsz' TYPICAL DISTRIBUTION BOX DETAIL �---� LEACH ARE/A'- �c�TAL ,4/ n /s oU�U � =30,� s N h_ C_ 3x Not to Scale °` �oro.r�o AMERICAN PRECAST or approved equal �( r GENERAL NOTESIZI . e J - , �' _ S t l �T2t ?rZo�osC� ` S 3� I.) This system ifs designed in accordance with the anI ary - - ! zyxzy �a �( - rode (Title "') and any:_city. or town modifications. C7A/tCaL 12iJvar / v i�uene� ;�czs o F- y ,o?- - 95•Z 2.) Engineer and Board of Health to inspect sewage disposal system before backfilling. Od ---- +- a -� v 81> l V 1 S 1 D Al $ 3.) Elevations bcsed on 5 datum plane. �. 5.) Locus being -t , J > 6.) This system i( is not) designed for a garbage dis sal . L 0�,F@as,� tg. 4� ® ,�.•. 7.) Leach area tc be excavated to elevation 9� � IZ,, '• backfilled wiith clean clay free gravel to bottom Qfa bed. Zfa l7 �-S bac d � ✓ „¢tom � 4 •' • �. •-•� � / � \ _ 7' 4 Q PLAN LEGE N q. ® sFi ►o > '� t, :'' �'�� 4" PLASTIC PIPE (Tight joints) � SEPTIC NK ply)/tl 'i�avJ-lL.v6ze:.. c,2 4' C.I, PIPE ((Tight joints) ❑ DISTRIBUTION BOX 'PJ Z� tso r.1oi 4" PERFORATED] PLASTIC PIPE TEST p1SGla b:.. , rl P . l._t .1 �, �, DS211.1... �1S � 1acl�cc_. � �.l C `• a ., ° b:: Q • •. 8 E n t?�% vF- �iG S�•1G'� •a. t .a•g; -- 5� EXISTING COt`NTOURS 8Nt I E r2r� P�R..at. � r3ec.Ak, sy Pt�a.i, a - • a..Q • a s� w WA E LINE ALowen Gc,4—TezL mrzrz,tZ�j —[_]— PROPOSED CONTOURS r i ` 'a PRECAST LEACHING CHAMBER ��ff RESERVE LEACH AREA DR IN I Wit 6 199' TOP OF .-. t ,� _ x tc7z T����e�..���C ��A� •• .` .FOUNDATION •, :;. � Not to Scale © WELL ELEV.- lob."o :4. .. .„ FINISH GRADE— DARTI� �• . EF'L,� C�r�t? ROTONDO or approved equal .i5 aQ 93 • . B.O.H. STAMP P.E. STAMP S - CE SEWAGE DISPOSAL ....4 2� CLIENT Of1 S 7-.1 C C6,^�!G - �� , s rcr ' s '70 L A M f3 E"%t 5'i-/�' C a r t w i r a q8 � - ...'.•` ,�. ��t,.-f �O,,I� ;f ; :.. ;�� i.. toff, z '� �:c��i* � Q Q o LEVEL STABLE .b � 93M,; _ A o o , J- �L,c r &(p Lo'rO Lot c)f — Lo7" n�C-� l�t� e..s• Note: I/4" er foot � a F: �; � BASE 4-_ C a @. p �....... S S S 5 S S `•~_ L° f` F I R Iy TITLE M �., slope CLEAN CLAY FREE GRAVEL, DISTRIBUTION BOX 5 5 C� Z l �� - P %yI 5 S 5 S 5 ►Zo -� FI T ZGERALD ENGINEERING m. L EA G I••a ®.0 H. NOTES P. L.S. STA P \k � TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM SPECIFICATIONS : Af�)nl 7/ ��6 . Not to score ��� . TEAR�MD tag 5o,A R � • , � o F t!�/�I LTA Note: Overdi limit (Shall oast) extend 5 feet q5 Note: Discrepancies of soils or water table during construction 9 I� D outside leach area and excavated to Ili CONTACT.'GERALD FI1"ZGERAL must be reported to the engineer for inspection. J elevation98-e-and backfilled with coarse ADDRESS. PO. 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