BP-89-66FINISHED ` � IISHEJ GARAGE = I,OG�R
37.75
- >-TF
I�iSaiE,O , 1,. FLOOR
38.75
I N:
�;FOPOF FO,J�!.MATiC�
37.75
w - ,
�• � , R , FLOOR
3P 15-t�.D 3 F �
34.2 5
_
I INV,E?T AT FOUNDATION
' 34.20
INVERT ;NTO SEPTIC TANK
f
�34.00
01,JT OF SEPTIC TANK
33.75
tNVV'�z�RT
INVERT INTO D-BOX
37 27
TOITOF -B X
, INVERT OUT , ,.. D O
I 37,I0
i INVERT AT INLET OF TRENCH
36.97
I INVERT AT EN OF TRENCH
36.75
! ELEVATION OF BOTTOM OF SYSTEM
135,00
E T G.W.T.
>-�.EVA, }f?I`1 OF G.W. + .
'32.00
INVERT PUMP CHAMBER INLET
33.65
INVERT PUMP CHAMBER OUTLET
33.30
MIN.
FINISH H firs E' 8,28 39 VENT --
_ �Ia.•,�JE NT TO 8E INSTALLED ,.
FINISHED GRADE 35.5 MIN,
or INSTALL INSECT SCREEN ON VENT t.: _ ^ : t TnNER - I _ -. ,
--- ..•_---.....>...�.- y X �(.�sanitary Sewage W d E. disposal r. �usal s std�m :,hewn } • - • +
I b f Y u t k un s,ra 11 ud
0
37.2 n ac
cordance , I u [ dl . a ~''^`�.,. � 1. a n e �. w t t h t t d u t, n- ,
0 -�,, -•� _;,._.. -�__ T rd.c � ,E nt s of 1 t 1
r __. - I t d b u 1
�' MI ._
_ _ d
_ 65 1 _. __ and loc t Board t,l lld
. 33. ,`' 37JO � ,I a a alth ,E ulat t,:�n5,
u �� . � MIN, COVCR MAT�F�IAL ,-
w MIN.
to � � : s �- .: _ ,,, -r-
C tl • - MIN. 1 Q
. .. - _. t_ V r I 1 e
1 Y r to rf un } , ► a d tc tI td 1
t SI b , , ,
P CAP, I _- _
WASHED S10NE t_
a W SH _ I
r w , [ t l , , 2 n t
t hE d ,
_ I i b Y nbLn�dt and the Huard l Ild•attl,
o a !1R YEAf
1- t
• , � , der' � . T rEE" E 1. .7.�•,-..... .. ,
_ •tv 3 I [
.. a E E. n t 1 m td ton.
4.0
U u o
T.
I
P
I3
S E
I Q
3Ea,7 5
9
WA HE N
7
E r36,
a . ,..
„ 3 _
o P �' n -� 5 4 ., _ __ ._ _ _ _ _ ... y LhE local Huard of I., , 4 YC __ L,. k � - a ! t: l w , I When t he s 4 ,. stE 5 6 m e ,
_ Y ,
7 4 PERFORATED PIPE 84 _I _ s a
33 ., [
� tton
3 rro • 3.O _ prior , 3 u b P �.
> a k , 11 t 1r
24 ;
P
_ , -"1 I. b
0-0 . P MlI4,
c C f` ,- „
LINE ,
.7. L. _. u I a 0 , RE _ R
t y+ .. ., .. 4 I 1 t co
nfirmation
if tr m atro n o _ co
ns o 1 st , lto r n [ , _ s r d d ut r lFi. E d
T, 1ie_ �+ LIQ I b .. t U a1 , D , d , 4 E Id . ,
1. Y .I
SEE NOTE Fa -- . _
, � 3 EVE I this olfru• prior , LEVEL ( r to back/ ill 0l the s sto« .
! Y
,.' O L
rMAX.SEWER PIPE PUMP M G.W.T. AAII? LEDGE .. .,
BUILDING SE � .(?Q O \ . . LEI: � _
5 Contr st I _ - l al v e a.'. rrf
. an ch k bd nk.l ,
, LET PIPE TO BE4
Y r nlarlc as showtl ,
CHAMBER IN •, .._. _ -. _.._ . _. . ,.. , -, I U.I , •, ,, I ,,:
O Prior to
P construct ton of , [he proposed
4 -_._._ usEd 5
R UAL P P S t d ,« .
4 PVC SOLID O EQUAL Y
SCHEDULE 0 _ , 5
e
z
6. Soil logs indicate sort condr[ton x•rcolatio, - ,- 1
, ( t cart and ward, d•
ele
;- vat con f ,
TEMPROFILE- , _ ound at [hE L[
S�nle :3ud lucdt ,o
��� n of actual .
LL SECTION CEs[ to �,r,
i bE. uer>fred at t e
P h t tmE t c
4rrC T _ O unsLtu�.t tun.
5�? t��►L�L_ON :.
NOT TO SCALE g �. • _:.Pli'IC
TA ,.
ELEVATION
NOT. TO SCALE _
8t3ARa al: NERITN INSPECTION.
, . 1
MUST s.JT _>, e,., P' ttC Sept t C tank ,
NOT �' p elk stall be 1000 gal loll 1.[nhares Precast 1?„tu•'•
0 SCALE
ps, d uivaler
#� Ut�NiN►Yie G [t unless otherwis
e spec tftEd. lhr tnld•: and ut,t?:•,: , .. ;`
OUT i30t1°'lRI.� t' a re to be t . , - -
t rttEd with L.E:Es Uf prapol Id•nF;th. (,oucrctE• strcu•,_tl
IH bE 400` CONC. 11_lvslolu DING u psi 28 d ,
r ays, and rEluturEd.El wlth - r ,
OFF HELM_ - 6 x u 1 0 x, t w r 1 k
t�#'P�4VAL and cunt ur In t o • _ a]I A.�5111O II I load nt IOEut •- ..
t i rdmEnt., arlld.is
4 UP l0 f iNISHEL? GRADE
s x,c r t •d
t � t3Ull_t} t tt.l.
-
X 14 COVER I t n Q f= any com onEnt s ul tile are • . NOTE INLET 8 OUTLET POSITIONS P 1 conform
t s std.n ,7 proposed Y I d 1 E.
Q RMIS 4rQn \s i �+� i�hose components shall
(I4.rr .. __� - F 1 c un f u r to t o a r t :; r a t e a n dl l u �,
x p J U r for ASSlllt) 11-' )
Of _WMjIll
-lll"Mw _T.., r -J_l . __ _
5 5 D1A. OUT LETS r. ,
4 - OX
-._..
TEE TO BE INSTALLED �` - - L F - 9,
SeptIlfl e tank, . • ,•,
> � .. � � NU P d, st rtbut ton ,.. , t , _ 5 CQ11d Iurit �, �'. _ _ NUMBER box anEl I ,
n . M I ! . MEYERnnEYE1� MooEt. E to _ _ O F BEDROOMS: 4
AS SHOWN ,.�1.,------ �- k a c h t n), p t t (I t :, n y
_ �=. -
nta nIto I d-
, T _ _ av rs ,r > . ,. SEPTIC are t o
,. . be u I 1 ,
� T_ � � b t u� to ,
t �. -., S,.0 M l,Li,l.lt--^,.----- wlthtn 1Z u4`
1.11 I..it., , 1 t"1 LlE t� l?L(.},ti. 1 1 GARBAGE GRINDER 1 l .,t
Description__ ->`. � NQNE
Pail ( _ unl�•55 ulne ,. . , .:: .. ,., , ,TANK , `, •: otherwise Spec y4 �,�,,) , � n I?tl l ONf)Q S) l t)qO CONCRETE L
I tfted.
In i� ESTIMATED SEWAGE FLOW: --- - -- in this system, a baffle Is installed frt septic ttI MIN.. e 0 440 ,.
tv n l,ll r (nlI Rnii;
I nNK UI 1 AkE.N , . c.: c, 3 �^•�
S . I o . •' , k twos rt it Septic . IZ OF S lhE d lstrrbuttun box - Sept.... tank to Make up ompa mer s S p �__ _ .. E EPTIC TANK e�5�^ �x and�( V sE [ to tank s I. _.. „
, , nt _ -: p I ,lI bd >tacEd uI „ ,
1, ) I. N ,I MAY � ----- - ALARM ON I �
ni. 1 urla n I N l tin c . .
___ __ I 00 with , • „
2 MIN. tank is usual 10 allon"ea capacity w a 20Q . _ - - _ .t - compacted
tEd gravel has(' to ,
t v 9 p Y PERCOLATION RATE.... + P b prevent
r f 1 5 MIN, /INC t r 4 MIN. /INCH t 5E. (t I t n
E,. ttv;,l-�.�.:,I(: IN Ll,t. 7n;�.,. „ I _ 2,.
13 I t J gallon compartment for pump system. In �.,
„ DESIGN
I ::. ._ _ _..�._. _ - _:_� _ RATE: l some states, a seconder fink ,s-re u,ded for •� �1 615 MIN,/INCH
/INCH ,.
Y, ct r< � 1 ,
1 l . the r, >d bd t
4 3 I i wE d o t hE huusd and L1 d sd ,t rd_ tan,< s ,; ,
,, , , , ,. :� extra storage and clarifier. This can be a two P i I>d
B. n ( ,,.�, �,,.,,,: i5 NOT I ill. lN, it I- .. ��' � ..
- I 8 heavy cast ,rol [ Y ), 5chedulE t0
ank as well. .. PVC,
or ,, _ , „. i .. compartment _t we i
,, 4 I I 1LC E 1, N l .. MIN.
f;v i,I,i. � ,L E, (, n c
EACNING Ax
acceptable table to the •,
+ t5-rl I8 AREA PROVIDED P hd approving
pp b a C,hE rtt Ihd 51u�d ul tl,l� ,. , r: • • . ck a would Include t 18 ru r Y I , , ,: ,.,
�. Pa _ a � by so , 1 ;
a mtnrtnut« of 0.01 0 , o ., _ - . 1 2 t n e t s
cower, pump, controls, values piping and I 24 H 3 LENGTH 103;..) t
< ( O Z O Z . ! L PUMP
,, , P {� 9• ; L3' 0 t � -:
I, t.l l) I NG 1 i n I_ PJtdJ' _C - ----
nl t LS -- _Y < -- , ,
I MIN. o se Grate control box with alarm. $ Etc tank.
�,, , . RESERVE: W E E . 18 WIDTH X 57 LEA _
t ) AUTO- -- - ,. LENGTH O 1 2. 11 � t >nE c.11 ACTIVATED Ivni1.,1 nt t) 2c n re d J...,:\N,, ,I C t__��_.... i V.O tstrlbut! , I on t�E shall h • „ ,
• .: ., t:1X secondary tank can be ►n of 1 , , p I have a _, I E„ d o f O S
Y � uo ___ J .UO� (fl )k t OC)
rc o. e Ie
MAT ,(,Al,,,, >v:;,•N VISUA AIvD nl I,1ItLl.. ALARM 4 #_ s e: r polyethylene.
I n length)
e . , >a• . , tllr) t'gtasS o P Y Yee . t;
SOUNDS -��f.lis I�,n--t- OR EQUIVALENT)
�.--- - -�
EL. _e, . .. a
- ---
•'_-_------ _ --- TOTAL SYSTEM CAPACITY'
13. At
' jurors .Must be wet ,-
` - E rt t ,ir � �. ,
S.F.04 Q32.0 GAL. /S.F. /L=r �Y _ .4q•3.7� e u t � •
i): h Irr.(, 1 I: ? (.nL ,,, , I?LNG BLi WL1;N 1)Wf•.I,L1 NG nNl) GAL 9 al,.nt . >.
• .. ®X � , /DAY
t> SI:1) I CONDUIT TYPICAL 11M. (,.,��I.1.,, ,�I�e, io Ill. L,Ncn, N c,
PUMP RESERVE: I026.0 S.F. = •
F. 1 I,i 8 14 . l t leaching • ,
,,, ,,,, ,, ..., r . - .. ,, ac.h r n facility ,) I l ,II (S E EACH LNiJ 10 b Itt and septic .+ .,
WL.+L 1,, 1 _.I. ( t�., A /1 `, Y J tank and lucatrc, at
SCALE
. .. ..,,.. .. SOT TO - t1E 1
, , ,, ; CO I ! rouse: l oundat tun , - ;
Mnt.'�I.4,,: n .:nlLhlIGlt1 �ONN}�GIJON, NOT -jQ SCALE I a funlElattun of ma bd• ,nst,,:ldru Z,ti.<
ownerIs disc •et iurt.
WI L IAM SHATTU _ K I �*
, .. OWNER, _
:,
,•
,r r r , t �I )2 L1) • � .. 15. E
t ii)N Sllnt�(, liL [ LI (t M
- _ i . L.:L.,lk, ,�,. , v, .n„1.nDEEP TEST HOLE ., T xcavatE. all ns
NOT
D �i � ��� u urtablc sot/ to the area of tIll, •a� i s '
,i , ,:. , , ARE- , I S ACRES _ L1
(,O„ v ,t_ lvI IiP t,iE. N.I..G, (:Gill, nN:!) ANY 0.2
J: N n C. i :V
TC 1Lmrts spectfteti to fie 2.17 of 1'i.t1.e V and replace ,
S 5 $
K - place with
,,, � , V SEE NOTES I 6
{.�,,�,,,,;. ? N , tZl.( iliA l t (7N. IMPERVIOUS COVER: _. ,��q .- coarse sand and gravel.
- EXCAVATE ALL UNSUITABLE .MATERIAL
PERFORMED BY: E.J. FLYNN ENGIN;_ERS INC, :
1 ,
WIT SS 16. An
,. L , NE ED . BY. r t t l material ,
S� Iz .l (,l OI f. � Y C rtal r
, . ,lt2 I ,...,,-, 1?L, l LN1. ,O .lf, t,nl n n i Ec�io A. �ARBOZA JR - required around ,
t , DEFiNIT14tE SUBDIVISION SIO�J 1NITMiN 10 HO IZONTALLY F HEALTH INSPECTION � r nd [hE System, beyond
h0T 2 ON A R ( THE 84ARflt
, „ �' , stone shall be cleat) coarse washed -.. - ,
' O1� 03 , �-: ,.v.,IIitL-nr,l, },t f Ll!LN L Lh 1 Lf L WI 1,,, DATE: SEE BELOW s IEd sand/ wt t h � .,
_ : '� LEASHING FIELD? DOWN TO A DEPTH. R WHEN E7(CAVATED E OW , p� [E. card ul
PLAN FOR ANGELICA L. CLAGE T REQUIRED ED
�in<hr ,(?:; it; E't�r+I' iin:5lta w}t�.N 1 well :awl tt,}ll..,
�. r � � than 2 minutes free from fines, - '
, _1 r r rocs, clay, organics, scum::; and •;' 7n„�
ORIGINAL G
,, ,,, • , , > 1S I i12�8F 36EL01N RARE.
. ) : + ,, vl t)Ll 1 F:SS I ON5 OR 10l12 /B3 RSV ED 2 .. - t d , .
d ('tip, ,1N: PRE,VENT t �
.. T.P. 5B 4129183 1 7 .
I O(,x.,, :, , ., � .,, PUMP I,Livl, PATH iI THAT I WOULD I WELLS OBSERVED WIT �1 T.P. 6 4l l GradE o[ t be first f Lour of tile
NO Yr� w7 04.1...E ��� ��0 OF'
_ t house is approxrmat,•, it. coati' 'jd• 3:
SQIL STRATA, raised arscd but. nE�t lowered -
- .•„ -- •: :1.1 r. , RATA. wtLl o � -
( I ,.I ul the consent of the. d n � tl � , :.
PROPOSED LEACHING AREA. sG LOAM a suesol 0-30" LOAM Uasol r .
NO LEACHING AREAS OBSERVED 36 84 COMPACT, SAND 18. Unless specified d idesign,. , ;, .. , E � ER �� � 30 IOO COMPACT SILTY SAND Ln the •k w
�;, r� t• FOR , analysis, thts s
c. n rin(.I<,�;, •�'QI,"r (;1•:Nr.l„� i ,.It ;:�i)r.(1un r . I i
8 GRAVER. WISTONES for use of a garbage
Y ystdm t.. not
�.,. , WITHIN f 0 PROPOSED / 8 GRAVEL WITH SroN S d E
hl, :t!. `,I�WAGE PUMP IN GASE•. O
O �� ED WELL.
� I � f; !;
;�, ; POSSIBLE LEDGE AT 84 P "
0 IBLE LEDGE AT 100
,111.,IfKF.) _( (;"3'KON(,,.) itl,C.OMh1! t�„t.11' 19. rop 8r' of f i
l PERC RATE 15 MIN./INCH 1 I i to be topsoil,
37 38 20. No heavy
equipment _ Yshall be run over , er tbd. dts . 3 sa P l 4 Sid
i,. �, (nk 1. �.� � !!r,l t n! !., 1{l.,- THE I ,,, I c,ll:,,u,1,1?
„
,r.1,'1;11 ,1'.n ,•,: 1•;ti >.:i) :;i'. ,nt. , ! nuf.l:l( •._' � � �i >
Y t
nlRIM: (OR „Old/,.ivl.,. ';I,:Rb,(,I:vG}.
21. For proper cYfu septic tank should be ins>ocl+ +-±. annual l � a• 'I . „ : r � I T.P, 78 5/13/83 � � T.P.8 ,5II3183 P p performance, f )
when the total de�th of - I O1 ;,G,i�n(,:. I'''E!". 3$ r { scum and Sol , ds
2 SOIL STRATA. - SOILSfiRATA.
:
/ ,. of the tank should be pumped,
,., . ,,, ,,. .. ,.• ,, ,; ti , ,,, .,,,,; � 0-30' SUBSOIL �. C-30 SUBSOIL
WAIyV!N(, ,,,(,,, 1•.) fil, t ,,n(.,.I) ON 14l,fl ,,,iA,,,,Lft. 3Q / f
30"-84" TIGHT SILTY SAND - �` ..
I I"-4" COMPACT SILTY z,.
SLT SAND z 1lur.btll to t I ,t,) K I .N , [ A ION I( y, t.Ie basement- nt s,..
I BGRAVEL � m .>. ,tali bd• itml!,•d lu a war:t,in• ;nachind• it
'* ,. invert of the ,,ur •,,,;
, < ,-,i �,) ±A,,II,.M {(r 11,,.VI.N1 �,� ,i � :� Pipe L., r
) �, hl hr , than i:.,,,1, . ,vlli."s ,dOI n 1 P N „. > � .. � P L _ 1 P th. i , r
_ . � ., _ 1 � �: 05SIB E LEDGE AT 84 ., a, t I1 ,.I, d l,a.,, •
1 t 1 1 .,
.,__wl.ad Indtc.ttd•,I
E, � O:� ., •.v�1.,•. (.n,,l.,). �. .,t. ,��: � 'J�,,r518�.E L��i� ,,�' � ,
-
{ I' � I f ( I PERG RATE 4 MIN. /INCH •
4 21. I f :1 hrvb; id• c fd•:Fr a
ift.Ei� � . ,�_, I �. : ; ) ,
�[ I i E r n tl,d at, th, j _ �l�idLCT SGI�tF� Qw� Q!� ( �R, • 4 1 A P _ 1 I ERCOL.ATION TEST PIT LOCATIONS A ,te - � . S t ., .�
36 _.,_ - , E prior . u ,
.g � : ,,.._. ... :•:..:. - .,, :. 1 I U(_ L /.Ott ) 1 , , 1 y
'..� i.k . z•~X„-. .. �' e , _ Y C Y X(_d ,.-1 ._ 1 Or, ,.i id:
t I OBTAINED D FROM A PERCTEST SITE SKE f. ; y ,
.. . I E h. 1 ItLlain 1I, ),.: d. (, -.,
I { wutl ,r{ I t..d.n,�tr r •�, - �
24 uEt.ld>n, .d rac,ln>. rd�ula +ro
PREPARED BY. E.J.FLYNNDATED I12 8 an
d inspections - „�„-,, RE� � I c art, d c one., ,. d.
\,, 1
i+I0 GROUNDWATER IS INDICATED
� ICATED AT .ANY Tl`�� .PITS.
t . r: '1 1 24. '1'hd• excavaLur �;ilall notify t
1,REDR�MRWL.,.� �p 3,. I y the local Board of health i.f
perched water is euunlic�j._,
• - '_ � � ;. � � or encountered at a hi • -elevation� • „ v
ghee than ndtcat,•,
i on plan.
��-+
25. If any teaching area Gro
r b s[on Control Barr ter Walls are k, t
THIS
r� � SIGNED la sh wn E.n thds
., P n, the shaII be cons(ruc Led w- v i
�/=a y at rtt- ht wl:thou w••, _
QS' 34 � Y � • -_# a,: .,b' t E d :hc, .:. _, c, ,
r pE.ry rou5 cons( ewer ton ut accu rc 1 d ��� I tdnsd wtth al, 1 ao� I- � , ._ _ x � uca_ uu,ltl
i :
i t , r de
pa partntEnt rE ulatL � ions. , 1 WEL_. +�... t0O0 GAL,. r b turd. ,, ,
� Y m nt Inay,cEulra
1 e , ,
I �- SEPTIC T K � x L E n t 7� -. ;;�� � �Ll��t�� �.i ,. t�'�ta�,�. s (an ut Lhcse b a
36T� ,,,-. barrier walls,
U�tl
/
1 1 1000 GAL, t DARTMOUTH BOARD OF 4EALTi-!
I 1 2 cap `-� -- - GUMM
U 203't - ( E j A _ /
O _ BENCHMARK..
p CC
D.P.W. . DISK SET ON
I +s• :: "' . " / ........... f yr
0 at%
WELLIN
LEDGE OUTCROP
1
EL. 44. • .. .. .
i 68 � .... o
)
. .... -/ T r,
ALL FOUNDATION L f✓ \9 33Z700 ,
_r
3 a, f G P
:, ..:.-... MUST BE TAKEN AND � EKIFI
r
8 _ E
1 1 ...,...., .,. :.::. BY A MASS. REG . ENGL�dI;ER
27
3t,4.+ � } AND COPY SE vT TO
1 1 1 � � f
f _ - \
�. '� 1` (7j• ,fit p I �. t. k ; ..::. ,: _ I30r�RD OF HEALTH.
LEACHING �LEGEND
/ / R
AREA S.;
v
:•...:..: ITINGPROPOSED
I 4
1 r � IQO.� „_,�
_ �. :s:::::: CONTOUR NMI
1 W , I l .-: - �t
ar _ _ - --_- ::. # SPOT
1 1 u3; ( 1 ,.4;, ELEVATIONS
_ �l.� le C�A�TCATI�1 / 1 . _ _. 1 - ... I . t - /.' 1 > I i . � � ,.� .-:
-41
LOCU.9.[SAP
NOT TO SCALE
IWN U I'
O F U A g T
�coveq ll
Building o missioner
JLil..-- ---1 1988
�,� 9 & Ptsr- e`G'
ssgcNUSE�
i
I
I SYSTEM SIZE
No, Descripi,,m
Revisi,is
THE APPROVAL BY THIS MM
DOES NOT GUARANTEE THE
EFFECTIVENESS OF ANY
INSTALLATION
DARTMOUTH BOARD OF HEALTH
*•"•�� PROPERTY LINE
EP. EDGE OF PAVEMENT
STONE WALL
-YVELL +
- DEEP TEST HOLE
Z a LEACHING TRENCH
........„ ..,., .. ;� PLVMBINC PIPE
.. .,.a
WILLIAM SHAIt"I LICK
Land Survey Cu., Inc. / Engincering Co., Inc. / Environmezitiai Assoc., Inc.
J72 William Street New Bedford, Mass. 02740
r.i 411`r;00\ aa-7 avian env •ufrnQ) aca-7 o,CZrF
-