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BP-448Board of health Inspection Required when Excavated —EL. EL, 9Vc, (moo EL. 100, ;11-0 FIN. GR P7vc--- 4° cacao ir17TIL TAhiK- EL.Ic — EL.I�� L, too, 60 LEACHING SYSTEM LAYOUT irl r l I 1 � � Apr i02 / � t 1 i i -��`T"" 1 Elevations Must not be Changed without BOARD of HEALTH Approval Ib2.0 + L aL I I .i 7 lT EL. 94, 20 / Foundation Elevation 1!2ust ' Be Cheched When Completed By BOARD of HEALTH The approval b7 this office does not guarantee the effectiveness of any koctallation Dartmouth Board of Health " I —Lo" I F- i 01 1-111-q I A I A �s<Tr t-A MaN LidL r- 1"lA+c, pF 12 '✓�I�w FI._I, Gr>2, �sc.Tl-,.I� T�,=�S �/O '1f1m 40. rYP. ►000 GALLON SEPTIC TANK SECT/ON 'A —A" riTO.t!-70 k SaNS, WL, FJZz C/n�,-T Cvl.l[., Ta.l v AN e-aaUt L- TD'S SYSTEIA IS NOT DESIGNED TO ACCO h"I Nri 0 DATE A GA ADAGE �a�ill;dDit�i DARTMOUTH BOARD OF HEALTH �rl — L®czx-�, T t— 1------- TP `� 2 E!_-- .5 F_I .= ic2.2 i 21" I j I FRONT T TOP DISTRIBUTION BOX ll5� 2oTOl.iro ?- LjorsS, t,.tc.; ��CJS��- " �,✓c„ca�i GONG , .i144 6.1G. OF 7ktc iJar....TMc.TT,_tnacc of t-�T=•iT1-t- J � 4 j (. F L_. s li✓"�%, i3Cj.t.51�t°= I°iJLaTii �/,� \ fF'fs �; O� 2" OF //8 "— I/2" T f RIA SHED STONE 7 l0 3 'OF 3/4 "- /- I/2" WA4 LEACHING PI r DESIGN CRI TERIA PROJECT-Sur�rutzFQc.,� �c:.ulzs•�� p�l,r-c��,E.�. Sy1�T�ti1, DESIGN FLOW-ocasc_ca Q L'-car l rj u�t L t �� x i �O taeV���x rn = CoCOr�L`C.y SEP T/C TA NK 113 LEACHING AREA -19.w.: rti 0fc., x =e-c'TW = Tr t2.' x U' = 22�S,F, Tore+ _ ;'�9 S•�. �cTT: It3 �•F, x LCG�nL�S,+=.= 113 Cs,�+L, LEACHING AREA CAPACITY-S.e�: 22t�S,F. x2.5��`./•F. _ �SvoL.%TOL•loiEGoLa. PERCOLATION RATE- 2rnIN./I ] 4- Id -82 BENCH MARK-6wlac-t- WS--Lt— DEPTH OFPER C. TEST — Loa° T F * 2 . - 01.-7, 2 �oTLi-' T Hl5 �.7y5Tc::_M I� r-JoT 'Jc. r-.IC=1•.7 �:x� �vF: TL4F i�SE_ c,F AC�',o•S.z�,�C��_ h1o; � ''2nr-e-..a..Ty LINT 1�Fcr_r.,nT lou Tavuv F`:-.�7e�n {^I—.s,.� E.ws-r{T�cs� C,vlslv�l O� ]_C Nt•J , 1<>tatzNc�yS �Cy t� �ocLcnl..t t�-o�c'<>� �73�TMoa�TN 1`lP.1,2. I�•J L--.�. f=L7h�lt�l tJNC�L".�., 14J C.. �aVF',SU' =�nG�. �,��:.wn�F-. ✓I���->©�s.�. �y�T��-�t C��e�tv,..t i =r JOB NO. , s DWG NO. DATL SCALE DRAWN EA. FLYNNENGINEERS, INC. 127 TAUNTON ST. CONSULTING ENGINEERS MIDDLEBORO, AMASS. Vl� a o 7� ` L O LL�11� GOU2T S3ogg L� 2 tnn 2Lu � 2 W � 4 d o 0 r ]� a d J Q Q7 U , o GyF 0. E00 AM Q1 V Q �ao • „ < f.a: u Z l-lorzs�� Lot�>? courz-rN� L h1�fl C01,27 S3�E Ir 0 � 1010.4� j m � Ya r _ Q � 312.32 - Q (Jf W U z 0 vQ 591110� -- 259.31 rv10 NN m J - - 7 J n `QJ `L 5 8 28 IO E 4 94q.72 3Z9.42 ' p J co_ m3 p� oU �� 0 d �0 p� 6�Q ® � �� pap�Z�, �� � d Z 4(D . cr 6 zcn 04' _ ULL 0flJ 09 N C) W ti9.49.1ow 489�d �� l - 4 d� O►WOD o Q6� S _ 4g1.�8 J a a o �' OQo�Vj »o LI �? 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