BP-621PARCEL "A"
CIE-Z3cv MASTER;:iRu aaur
TOP OF FOUNDATION = 47.31
ROCK O'DUNDEE
ROAD SMITH
NECK
ROAD
SMITH
LOCUS FIELD
PLACE
SOUTH AVE.
LOCUS MAP_
ASSESSORS MAP S LOT # PART OF LCT- 24, MAP 20
PERCENTAGE OF LOT COVERAGE 3%
SUBDIVISION LOT 6, "SMITHFIELD PLACE", 3122186
L
J,
/p
Lnc�
RESERVED FOR BUILDING DEPARTMENT T:..
AS -BUILT
FOUNDATION
SCALE: Ifo= 50. APPROVED BY DRAWN BY
DATE: 513188
JOHN BABBITT
OLDE BOSTON LAND SURVEY CO., INC. DRAWING NUMBER
172 W►LLIAM ST., NEW BEDFORD MA.
:`F .x:.t;•,., ..
;: EM
I, I,..SHED GARAGE FLOOR
i 1, yr
MMS�D FIRST FLOOR
148.0
I TCP OF FOUNOATION
lF N SXED SASEP�EV T FLOOR
J-399.5-
47.0
p
€ INVERT AT FOUNDATION
i 43 S 0&
I;tiV�fiT 1.\' O SEP-11C TANK
t,
J-43,50
hdV
I
143,35 1
MIN.
MIN. 43,8
rINISidFD GRADE
43.6Q-/ U ;'
1ERT OUT OF SEPTIC TANK ,
INVERT !gtTO D-EOX 4 .i�3 3i ." ?'S 3;0; by 43.3
7 LINVERT OUT OF D-E>OX 142.63i`' z : l _ ' 'A' 77'
;, t� T. �! L ii��i1 Jar i1 ___ 4" SCH!'DU!_E 40 P'VC SOLID
' I PERT A T rNLET OF TRENCH PIPE OR APPROVED EQUAL
4
INVERT AT END OF TRENCH . 42.30
ELEVATION OF SOT, OF SYSTEk) 4 8 0
ELEVAT ION OF G.W.T. 135.8.
4kPNID COPY S&\TT TO
BOA:1?D OF HEAP TIT .
r
l_:11
%W /•/0.00,
�:Mo",I'm, AN
:mow R u__l �w \ ��ti
i := v
BASIS 9 " SANS IRRY ES f G 1`
s
j NUMBER OF BEDROOMS: 3
GARBAGE GRINDER: NONE
ESTIMATED SEWAGE FLOW: 330 GAL /DAY
SIZE OF SEPTIC TANK 1250 SAL
PERCOLATION RATE: 17 MIN./INCH
DESIGN RATE: 17 MIN. /INCH
LEACHING AREA PROVIDED:
NO SIDE AREA PROVIDED
24' width x 38' length = 912.0 s.f,
18' width x 50' length = 900.0 s,f. (reserve)
TOTAL SYSTEM CAPACITY:
912,0 s,f, x 0.38 gal /s.f,/day = 346.56 gal/day
'900.0 s.f. x 0.38 gel/sf./doy = 342.0 gal/day (rose
42.63
.. r.
Sys~_ E PRO ILE:
NOT TO SCALE
I'I11 T w , - I
IED
f. . .i ... Ns 1 i • .�.. E i F+.1 � a . J c...J � � �11
DART/
bRIVEWAY
W/2CAR
PARKING
42.4
FINISH GRADE 43.807 NN.
2 MIN.
CONCRETE,
END CAP
p I , OR VENT TEE
42.30
4"PERFORATED PIPE
0.005 SLOPE MIN.
4" N/N. TO WATER TABLE
�G�UII'2t� �'
E ✓w k i' L"
EL. 42.30
40.i
__T_._
EL. 41.80
EXIST.
60":
LEL.
35.80 V
viOUTf-1 UV KID OF HEALTH
.+-::...r:' r-.; •.'�'^'"'w---a:_=" .mot, '--..,.,..::'.,:h--_.".,
Valli.- to ltom. B., "(`Ird�,
Dom} "• :k_S to C 'oil
a or
DWELLING TO BE SERVICED BY TOWN WATE
EXCAVATE ALL MATERIAL 25'
LOCUS IS LOT 6 ON A SUBDIVISION ENTITLED
"SMITHFIELD
MEASURED HORIZANTALLY
PLACE", DRAWN FOF
FROM THE LIMITS OF THE
ROB ROY QUINZANI DRAWN BY OL')E BOSTON
LEACHING FIELD TO A DEPTH
LAND SURVEY DATED 9 /22 /86
OF 42" BELOW ORIGINAL GRADE.
OWNER: KAREN 8 JIB BABBITT
SEE NOTES 15 8 16,
AREA: 1.16 ACRES
,y
A'AOUNT OF IMPERVIOUS COVER:
FUTURE 2 CAR
GARAGE
BIENCHMARK IS THE LETTER "E" 44 THE WORD
r
100
OPEN ON A HYDRANT SOUTH OF THE
oo
INTERSECTION OFSMITH NECK P.(AD AND
SMITHFIELD PLACE
_ yoATION 47.98 (MI,Sof vt6 Ms tr
Ay P/O E D SINGLE ?' 114> o ,8 DuringT
PRO O� 11) S IVA 01k<
�-' FAMILY DWELLING 1� �
.`p..►vtOr
/ 3�
LOT 6
,6
.45 a
�44_-="
43_L
42
41
)0.00' "~ +• �.
V a cl of ti.L n,, h : Ih,_i � p o� u'� ^�.1 `
�e��lzreci rues Ed;�I�7nfj �
"EP T E HHOLE 1 rF0R V1A 10N
TEST PIT K
0"-12" TOPSOIL
TEST PIT K W
0"; 10" ORGANIC
LOAN
12"-22" SILTY
10 -20 SANDY
SILT
SUBSOIL
SUBSOIL
22"-38" SILTY
20"-39 SILTY
SAND
SAND
39"-108" SILT'
SAND
38' -85" SAND,GRAVEL 8 GRAVEL
W/ SOME SILT
85"-105" GRAVEL,SAND
WATER AT 85"
WATER ATGO"
TEST TAKEN 7 /7
/86 TEST TAKEN
3 /18
DEPTH OF PERC
50"
TESTS TAKEN BY
K. FORTIER.
207.73'
1-Y I+� MAP
NPnTTii 't r
<Gotf�
��
__ �hore •
0 ^
GENERAL 140TES
MIN. PROPOSED GRADE 43,$0
3' 6' 6' 6' 3'
12" MIN, COVER MATERIAL
1. The sanitary sewage, disposal system shown hereon shall be
--1�"
2" "- WASHED STONE constructed in Accorrinnre with the requirementse- of Title- V of the
�"-
�6
10"
3"-IZ" WASHED STONE
state environmental. rnrie and local r nonri of health rncrulations,
2, Any veri.f.icntion or modifications to this design trust be
Arpro=•od In writ.inq by the engineer and the Ilonrd of Ilenl.th prior
to imrl.ementation.
4' + 2' HANDICAP
-
3. Notify the local Sonrd of tfeAlth when the system is rearly for
MAX. G.W.T.
inspection, prior to hnckfl.11inq.
4. If confirmation of rnnstruction is required by An enginer,
���}rl Tli"j' T'�r
Luuiu Cf
notify this office" prior to barkfill of the system.
PLet7uired wiien Ex-c LV OA00
S. Contractor shall verify and chick bench mark As shown on this
plan prior to constrtlrkion of the proposed system.
LEACHINGFIELD 0 �
6. 'oil lore^ indir,ate soil condition, percnlAtion rate, And
wAf:er t.1h1e oln iA Aon friund At tho time and lornf.ion of actual
NOT TO SCALE ti
-sting And ezhoulrl he verlfirrl At the time of construction.
7. The septic tank shnII he A 1n00 gallon Linhar.es PrerAst,
Rotondo, or rgnivnl.rnt nnlrss otherwise specified. The inlet And
outlet pipes Are to he fitted with tents of proper length.
Conrrote strr.nrth is to be 4000 psi, 29 dnys, and rrinforced with
6 x 6 - 10 x 10 r•rire me^h and confnr.m to all ASSHTO 11-10 loading
regtt.irement.s unions ot•,horwlse speri-fi-ed.
n. If Any components of the proposed system are specified as
heavy (btty, those rnmpnnnnt ^ shall conform to all Statr' and Local
" ' ,•• • •.' • • • . ri - , ''
requirements for ASSII'rn 11- 20 .l.o,-+di nrl.
-
.� o
9. Septic tAnk, distribution box, And leachlna pit (if Any)
`.
•••. _._
�"
Amens manhole covr,rs ore to he huI It: t11) to within 1.2" of.
_._
4t�.,tnttrr•G
h M,
n•+.
•
finished trrnde unless nth-7-wise specified.
-
tA.
10, The district+It.inn box And sept.ir" tank shill he, planed on a
•'
minimum 6" romrActorl gravel hose to prevent. heaving or settling.
in
;,
TT* *
��
"
;
It. The pIrin hetweeri the house and the septic tank rhAll he 4"
extrA heavy cast icon, Schedule 40 PVC, nshe^ton cement or other
materIAI ar-,nrtahle to the approving authority. The slope of
"
•
this pipe mast be a minimum of 0.01 (0.12 inchei per foot).
'' .,
12. The distri-htttion pipe shAl_l hAve A slope of 0.005 (6" per 100
ft. length)
13. All joints must he watertight, sealed with ntrhnit cement or
egiiVAlont.
14. If leaching facility And septic tank Are lncaterl At lea..^.t 25'
from the house foundation, A foundation drain may be installed At
(� ^
the nwnpr's discretion.
15, 17xcAv.�te All unsui.tAtrie soil 1n the ArnA of the leAchinq
Q
r,ystom to the limits specified in Req. 2.17 of Title V and
ty
ret,iac:c with r1oAn, coarse sand And gr.Avei.
16. Any fill mAteriAl, required 'ar.ound the system, beyond the
wARhed atone, shA.11 be clean, coArse, washed send, with a perc
ept
rate of less than 2 minutes, free from fines, clay, organics,
stumrS and stones.
17. crAde of the first floor of the housm if npproximAte.; it may
r•
he rAised but not lowered without the consent of the engineer.
111. Unletn specified in the, design AnAlysis, this system is not
>
designed for USe of a gnrhAge grinder.
%1'
19. If Any leaching Aren conr_rete retAining walls are shown on
�✓
this plan, they shall be con.^,tructed watertight, without
�'�
weepholes or other pervious construction, in accordance with all
local building department regulations, ruture system enlargement
may require the extension of these retAintric walls.
P11ECA NSF 1 1000 V LLVOSE-r i IC TANK K 10. Top A" of fill to he topsoil,
NOT TO SCALE•�•21. No heavy egtti.pment .shall be run over the di spocAl system.
LEGEND
22. ror proper performArrce, sertic tank nhotll.d be, inspected
Annually And when the total depth of scum and solids exceeds 1/3,
EXISTING
PROPOSED
theli-quid depth of the tank, should be pumped.
CONTOURS
100
23. Plumbinq in the basement shall be limited to A wAshing
machine if. the invor.t of the outgoing pipe is higher than the
SrOT ELEVATIONS
..,,t1
finished basement floor, unless otherwise indicated.
PROf ERTY LINE
24. If Any hayhale cherkrinms or silt fences are_ shown on p1An,
�r
EDGE OF rAVEMENT
they Are to bo ataknd in place Pr.i.or. to Any construction or
- - -" -
STONE WAIL
excavAtion And shAl1 remAtn in place until all. construction,
WELL
regrading, replAnting, and inspections are cnmpleted.
DEEP TEST HOLE
O
25. The excAVAtor "hall notify the l.or•Al PAArd of Ile.Alth if
LEACHING TRENCH
i
groundwnter or_ perched water is encountered at a higher elevation
SOLID PirE
than indicated on plan.
REVISED 3121/88 ADD DIMENSIONS a PARKING NOTE
"jf „""Krr;r t kc)x,_wQNiY BOARD OF FI(_nITl1 USr ONI_.Y SUeSU FAACE SEWAGE DISPOSAL
G
F ° c KENNETH
�n �< t7`7r,x KAREN BABBITT
°; o. 2//
Euitding mmissicner ?
LET 6 SMITHFI �\• { / r` E L D PLACE
SO. DARTMOUTH, MA.
• s A t H u s JO R NUMBER OBE 629 DRAWN BY: W.F.S.
a,►+ of SCALE: I"=30' DESIGNED BY: K.E.
N
DATE: 3 /14 /88 CHECKED DY: r
JOHN 4�
LENARD
11,9
,Q $to 26(f95
IISTEtk
f CONTACT PERSON: WILLIAM F. SMITH DRAWING NO.
ADDRESS: 172 WILLIAM STREET
T F 01
- r) -1 P, ✓
_Lc o �L. No: 997-"IIIV
.�
PARCEL ,,A.,
LOT S
ROCK O'DUNDEE
154.90• ROAD SMITH
NECK
ROAD
SMITH
LOCUS FIELD
207.73. PLACE
LOT 5 SOUTH AVE.
EXISTING LOCUS MAP
FOUNDATION
ASSESSORS MAP 8 LOT # PART OF LOT• 24, MAP 20
N/F PROTAMI PERCENTAGE OF LOT COVERAGE 3%
28. ' SUBDIVISION LOT 6, "SMITHFIELD PLACE", 9122186
39.3'
220.00'
ico.00'
(306
Q N/F WHI TE LOT 6
0 1.16 AC.
-1" E "Y
jao L V
v PG
29.31' -
' RESERVED FOR BUILDING DEPARTMENT
Z sAs.
AS —BUILT
FOUNDATIQN
156.29' SCALE: 1"= 50' APPROVED BY DRAWN BY
` GATE: 513188
b.* � . JOHN BABBITT
OLDS BO�STON LAND SURVEY CO., INC. DRAWING NUMBER
TOP OF POUNDATION = 47.31 172 WILLIAM ST., NEW BEDFORD MA.
DIETZGEN VASTER FCFM 198MF
L_d
YOUR DRAWING kAUS-1 BE KEPI
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
BUILDING DEPARTMENT
Town of Dartmouth
NO 1. JLC'
An As Built Swivtl tr-xl%t
-V i
submitted to J-:1j. DA nt
r
-Dept. Prior tO 0 ffillrc f
a foundation inks"d"011 Ot
any further constructicd;
v L
YOUR DRAVIIING NUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS VIORK.
BUILDING DEPARTMENT
Town of Dartmouth
No i ..aLi
An As Built Su-,-vcg mmst be
submi;12d to 6:� Building
Dept. P-Mor to cara-mv, for
a foundation inspection or
any further construction.
r
i
t i
11 G•. i S i �� 1 1
YOUR DRAB^DING D.,PIU5T HE KEPT
AT THE DINS WORK, URING THE
PROGRESS OF
BUILDING DEPARTMENT
Town of Dartm®�#;h
NOL
An As i =wc-7 Must be
t v � I);".. i c
�uiaL��:ti �c: to t;a
Dept • PAOIL to c M= for
a foundation ias 'Or
any fu,rthOr COMutrutt V24
jis
YOUR DRAWINGI P,JUCZT BE KEPI
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
-BUILDING DEPARTMENT
Town of Dartmouth
NO "I
An As C-�:illt
L
Slabzmiti,-Ml� to -til:�
Dept. p:j�cr to tao!C &r
a foundation inTectia-ft CT
any fu�rther c=Sjr=ti,=4
C
YOUR DRAWING P01UST bE KEPI
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
BUILDING, DEPARTMENT
Towle of Dar#mou&
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An As
submitted to th� CaMlic
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�® a foundation in�ectiOr or
A�lany further co��tr�zn•
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YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK,
S C T i 0 K) A A BUILDING DEPA;TMENT
- Town of pArtmoutilk
0 r-l-ry x 70
filu-st Im
,
As Built
s�abmitt^a to ^
Dept. Inlicr to for
a o�!,clation inVcction or
and
a..
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YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
BUILDING DEPARTMENT
T; wa of Dartmouth
F it, rJ A, A F6.rN E L WOTGg "t
N 0
An As Built &"-7ve7 must be
sabmitt-d to th� Building
Dept. prior to calling for
a foundation inapcetion or
I',1'1p �t��'t�l�r �Q0.`i�tl'i��olil•
#�3s60
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YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
WILDING VZ ARTMENT
awn cf Dartmouth
�ti
An As Built �,=-Vcl must br
submitt d to tbo �'►�iiding
Dept . 'prior to warder fef
a foundatica iutpettion or
-y furtho const-ruttt cin•
A R f 7r lz F S.
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I l n'-Ant he
1 _ mot ` to th ,
Deit. Prior t6 �Clr.,9 %
a foundation vc—p-tib?
mv further twmar tit
i
1 i YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
r,=il ,DING DEPARTMENT
.c.-i-Dwtmaut5
AL NVAy S��zlas`4
! Fr RFNc E. FGI# 41,C',ATi0ti �',ilk LLS � [�fj �i � SMOKE F00TI;rGS i<;UST G�. i'E5i'vNEr,' i L' IV7Ft �+C• ti
FXISTMG SITE n sal �rl t -- DETEC ORS - CEillM
MOUNTED 0'611Y.
B A g F3 17 �
xr,FOUR DATI
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