SEWAGE DISPOSAL SYSTEMSOIL DATA
<TP_1 TP-2 TP 10-1-02-03 TP 10 1-02-04 ,e 44
0 LOAM 102.50 0" LOAM 10250: 0" A .SANDY 102.50 0" A SANDY LOAMLOAM. 102.50 fA EAR f\a \� }'# \ \$ 12' MIN. EA
1OYR3/3 10YR3/3 //♦ ; # ..{ EARTH BACKFILL 1 {, }.f 4\ }. oADKnu ..
16 101.20 12 101.5 127 B SANDY 107.50 tY 8 SANDY 107.50 a7/ \S) \\S \\Z 1
LOAM LOAM i i t \\
SUBSOIL SUBSOIL 10YR7/6 10YR7/8. 0• 0• o e v
24' 100.50 24" 100 50 a e o 0 0 0: A e A 0 ao • o a A.• o P'v o 2' DEPTH
C7 CA a • •. • v 1/2" WASF
COARSE COARSE ' d d v• d ov d • d
42" 98.0 2B" 100.1 SANDY SANDY' > to • L v / ' 1 1• / ! • '] d 1 o dw d d 1 I•. d 10' DEPTHS
CLEAN CLEAN : 50% GRAVEL 50R. GRAVEL d d t-t/2 DO
a
vl v '1 CRu9HEDs
SANDY ..SANDY 10YR7/2 10YR7/2.
GRAVEL GRAVEL
W/ W/ 4 6 + 5 • • 4•
1 COBBLES COBBLES
120 92.50 1200- :.. 92.50. 120 92.50 120 92.50 TYPICAL OF ALL..
WATER 36 WATER 072" WATER 01260 WATER 0S" TYPICAL FIELD CROSS SECTION
PERC O 36" 'MOTTLES O 60" MOTTI.ES® 80"
RATE: 1" IN 2 MIN PERC O 48" '.
DATE 1-i6 87 RATE 1' IN 2 MIN. NOT TO SCALE
PERFORMED BY: DAN MONIZ DATE:10-1-02
WITNESSED BY: WENDY HENDERSON :PERFORMED BY: SITEC, INC. "°L
SUE GRIFFIN : WITNESSED BY:- SUSAN GRIFFIN
LOT 6-R .
(sAiM+sW: LOT mo BR)
IaMa 92FTS
.1Ypl Y. "e A@AYL45• MN H LOT I"
xACHA WMIO
OWT AIY. MY MY'
af0wtL NOLE PDXe°f 8. / A 'ws Lw a LOT I"ZiE eaa
a«) W/ oxv. N
�s ,zwvr•.c sssao 6+ _ 0I4ww-W
y pAy1p jyy•, r / LWE C£.IIWkTW,AE I S12ad1'E IY980•
---i 2 mxl ;' A i/ N. LOT 3-T1
3D S , E ` dgyg'µ T L3-A
! wrm swot
_ ro-m Oz- o- m.a- -, xo mxarws
�L qT-2=R -
f.. LW MRIFAJ , a-8• EXC.•61MN
1 NP. lPA
n
J5I la
TOP VIEW IL /8°AiWN , N'ra°" h°
3 5" DIN. INLETS
m
IS O
( " J6FZat-IXEMBM '\
5. 5DIN. OUTLETS Q � _ _ �-�.eregp : ;° a _
CROSS SECTION• VIEW
[DISTRIBUTION BOX' i _ d - � as
.I
NOT 10 SCALEL- •I/ - -
i
I i
R N LW'dJ36' W
T W°L wlEris 8 I` 1 I
WYYY �L NtlEfIW. \ 9 #�J BONO M W'
1-
r SNb" M
W9- 1 -- _--,� LI �CTL
O Co ROAD
et
sma
PLAN MEW '� %
.
120'Bia. covert PLOT -PLAN
.
. ro) . :SCALE 1 30
mow H ra• __._
B' 4'
�'•
>.5•
1
Igme
IeMI
3 Its
L3•..
CROSS SECTION VIEW
SEPTIC TANK
NOT: TO SCALE
..:
1500 GALLON
104.30 = REINFORCED CONCRETE
:SEPTIC TANK 103.3] • , 2O:
.sue ..
ELEV. 99.5 104.10 103.15
GAS BAFFLE 103.85 DISTRIBUTION
BOX
�� -LEVEL STABLE BA
-LE6MT
SYSTEMS PROFILE
LEGEND DESIGN DATA
-100- EXISTING CONTWR DESIGN PERO RATE: 1" IN 5 MIN
C90 PROPOSED CONTOUR DESIGN .FLOW: 3. BEDROOMS X 110 GPDBDM - 330 GPD REQUIRED
PIPE INVERT ELEVATION SYSTEM DESIGN: USE i 30' X 20' LEACHING BED
!9 TEST PIT BOTTOM: 30' LONG X 20' WIDE X 0.74 G/SF 444 GILD PROVIDED
SEPTIC TANK
El DISTRIBUTION BMX
PENSIONS W - PROPOSED WATER SERVICE LINE
3/4 TD
E WASHED IF OBSERVED GROIU)NDWATER
IE TABLE ELEVATINN
RESERVE AREA
LOCUS MAP
GENERAL NOTES
1) THIS SYSTEM SHAM BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND. WHEN ALL COMPONENTS ARE IN. PLACE. WHEN ME SYSTEM IS READY FOR INSPECTION,
THE .CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF. HEALTH.
NB 2 a? 2) WASHED CRUSHED STONE SHALL BE. FREE OF ALL DIRT, DUST AND FINES
3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM::
4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE UNITS OF WE
OF SHE SEWAGE DISPOSAL SYSTEM DURING THE COURSE: OF CONSTRUCTION OF ME
y y; 5) NO FIELD MODIFICATIONS TO THE'SEWAGE DISPOSAL .SYSTEM SHALL BE MADE WITHOUT
PRIOR'. WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF. HEALTH.
ca
6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE W W TITLE V OF WE STATE EN ARCNMENTAL CODE AND ANY
APPUCABLE LOCAL REGULATIONS.
7) SEPTIC TANK DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A ROTONDO 8: SONS
OR APPROVED EQUAL.
8) GROUT TO BE USED AT. ALL POINTS WHERE PIPES ENTER OR LEAVE ALL. CONCRETE
STRUCTURES IN ORDER TO PROMISE AWATERTIGHT SEAL.'
r' 9) ALL SHIPLAP JOINTS IN ME SEPTIC TANK SHALL BE MAILED W1T1 NEOPRENE GASKETS
OR ASPHALT CEMENT.
PAW ? KMEVACYpJ
ASSC=4 Lot 103 10) EXCAVATE ALL UNSUITABLE MATERIAL IN: LEACHING AREA AND BACffI% A$9EANrs •�-
N SAND PER TITLE V REGULATIONS DOES NTI CLAa1 =
UHUTIIEN SS W r
11) THIS SYSTEM IS NOT DESIGNED FOR A.GARBAGE DISPOSAL UNIT INT4ui N
DAMSJOL1n XD PDO L4L,
BOARD OF. HEALTH STAMPS
FIDE COPY.
ELL` IfMNSMUSTNOT BE THISSYSTEMISNOT
BOARD OF APPEALS DESIGNED FOR GARBAGY
CH1`i iLO 'WITHOUT BOARD GRINDER, WHIRLPOOL
tar Oeeek V sp C )JEAL tii APPROVAL OR OTHER HIGH WATER USE DEVICES. FILE COPY
BOARD OF HEALTH INSPECTION.
APPROVED REQUIRED WHEN EXCAVATED
yyti Ev';XJEERSASOWAOARD OF HEALTH STAMPS
/ o 'LANFIC611PN
STATEMENT REQUIRED'
NOTE t) AM WELLS LOCATED IMTxR zao• To PIRor°sED ®ro
CONSTh ](- 4C . U, r FACKWRSH OF WATER
SA.S. ARE MOM. SEPTIC SYSTEM MUST BE PURFICATION OR
z) THE Lor Is LocATm Iry A s"cIE RESIroENGECOMPLETED WITH THREE FILTRATION DEVICES MAB(MB) ZONING olsRilu. YEARS OFTHE DATE N OT BE. DISCHARGED TO
1) THIS LOT IS LOCATED IN A FIRM ZONE "C'OF APPROVAL THIS SEPTIC SYSTEM31C
4.) PERCENT LOT 65WIAt£: sex = CMR 15 004 (9)
B.) (2) REQUIRED PARMNG. SPACES PROMOTED' IN "RAM.
B.) MIS LOT IS LOCATED TN A ZONE J AOIB16ERAREA , ,
1 ,G
SUBSURFACE SEWAGE DISPOSAL SYSTEM
�� srE,1EIu o c
FINISH Gt"oE "_'o4'BID ' '�°VIL OWNER: MARTINS RESIDENCE
NCBz,es _LOT 3 R:(SUBDIVISION; #)
�P``G1srEt+w°�' MAP 45 LOT 10 2
DARTMOUTH, MA
s'
ENGINEERING FIRM: c'
P.L.S. .STAMP 12104 Rood
103.0 Nm• a elbrd.. MA COILS r
r WAWan SITEC, Inc. (EAo 998-2125
•. s • Lm8 NI w E"d1 g
P1 FAR COO) 99B-I319
102.50
DATE: 10 10-02 REVISED ;12 1702
EE NOTE #10 ELEV=99.0 LIMIT OF EXCAVAT "' y
DAN AGUTAR
SEASONAL HIGH GROUNDWATER ELEV.= 97.50
ACAD NO. FILE NO.
NN
SOIL
DATA
'
LEGEND
DESIGN
DATA
IN- 'EXISTING CONTOUR
DESIGN PERC RATE: I* IN 5 MIN
TP-1
TP-2
TP 10-1-02-01
To 10-1-02-02
0"
102.5
0"
102.5
0"
102.5
-. 0•
102.50
LOAM
LOAM
A SANDY
A SANDY
LOAM
LOAM
` 1OVR3/3
I701.5
18
101.00
12
12`
1015
12"
101.50
B SANDY
B SANDY
LOAM
'LOAM
SUBSOIL
SUBSOIL
24"
10YR7/6
100.5
I
24".
10YR7/6
100.5
C1
C1
COARSE
COARSE
38"
99.5
45"
98.75
SANDY
SANDY
CLEAN
CLEAN
'SOX
GRAVEL
50% GRAVEL
SANDY
SANDY
10YR7/2
10YR7/2
GRAVEL
GRAVEL
W/
W/
COBBLES
COBBLES
72"
1
94.5
126"
92.0
120"
92.5
120"
92.5
WATER 0 72"
WATER'0 78"
WATER 0 120
WATER 0 120"
PERC 0 30"
MOTTLES'0 60"
1 MOTTLES 0 60"
RATE:
1" IN 3 MIN :
PERC 0 46
DATE:1 15 b7
RATE 1" 1N 2 MIN.
PERFORMED BY:
DAN MPNIZ
DATE:10
1-02
WITNESSED BY:
WENDY HENDERSON
PERFORMED BY:.
SITEC. INC
SUE GRIFFIN.
WTNESSED BY:
SUSAN GRIFFIN
PROPOSED CONTOUR��
DESIGN FLOW: 3 BEDROOMS X 110 GPD/BDM "= 330 GPID REQUIRED
.
I SYSTEM DESIGN: USE 30'' X 20' LEACHING BED
1y � PIPE INVERT ELEVATION
EA[RT4H B1ACKFFILL 1. � 4\\ 1� 1�, 1 Mt 4\ �,1 lr WIN. BACKFlLLEARTH TEST PIT BOTTOM: 30' LONG X 20' WIDE X 0.74 G/SF 444 QPD. PROVIDED
0 t \\I t SEPTIC TANK
i
0 ^. . o e . o n sa o . . . y2�PTM O'.t DISTRIBUTION BOX,
o a o m • • c m
1 ASHED PEASTOYE _W
PROPOSED WATER SERNCE LINE
• 1•• • . •..A •1 • 1-• 1 1 1 1tRWHED STONE
3/4" To
1 - 1 • < I .•I-1
• ! I. 1 1 1 0.1 I /2' DOUBLE WASHED I OBSERVED GROUNDWATER
TABLE ELEVATION
• 4 ` •I 6, T s s • f • 4 • • • ® RESERVE AREA
TYPICAL OF ALL LOCUS MAP
TYPICAL FIELDCROSS SECTION
NOT TO SCALE
EAYIM' kFL, i� � H 1 IBt /, r y $
ks yP Yu ✓ ��?
LOT s-R4ams ,
WWm `G� j �, GENERAL NOTES
PB ':,ti,f
x+r A54RP5' uu
N pWA NAWW \ BLit ~ TT h )^"�1) THIS SYSTEM SHALL BE INSPECTED MEN. LEACHING AREA IS FULLY EXCAVATED
mnt'%E1E W0LW - emr >an PAtm iw -s / ,✓�"� I '+ AND WHEN ALL COMPONENTS ARE IN PLACE, WHEN THE SYSTEM IS READY FOR INSPECTION,
A55E59MS�wAPM I.o>ro-s .' A,. "'`. / y, / THE CONTRACTOR SHALL NOTFY THE LOCAL BOARD OF HEALTH.
"Raw
& mvaE¢ eaw xf Txi as
(s wWxo Wrna•) 12W'61•c 2WaY d :M 4/nmw. w M2 t,, 14R+pr P;I £ 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FlN€S
WAAlF WIMP
C `e rr LAE W ARB]RNIAE sr2W 1'E 1ne4 ' ` 3) ALL ELEVATIONS ARE BASED ON MEL ELEVATON DATUM.
LLJ
11 i / / LOT 3-R .iF3 - ,`t > I 4) OF THE
EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE ULIMITSGTO OF THE
�/ L r y. I1{ ( �, Y p OF HEAVY
EQUIPMENT
DISPOSAL SYSTEM DURING THE COURSE OF R THE UGTON OF THE
Q 1 LAUTC 5 EJ MVA=N 04 100 (A� p 3 why y
J 1 / x�W ro-or os er N0°w 4+' ,,,' ').'k O',U�-�� 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT
LOT-2 R
�f �ft..y, y �a^<,1F"�, w�5h PRIM WRITTEN APPROVAL OF THE ENGINEER AND .THE LOCAL BOARD AFHEALTH.
TII +(AIiLYM9GI L0i N4lR) I t£n. ✓!
185 o®xoNc 8) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TITTLE V.OF THE STATE ENVIRONMENTAL CODE AND ANY
M7.s' �.. +/ �, -"��_, APPLICABLE LOCAL REGULATIONS
TOP VIEW LV /G 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A ROTONDO & SONS
sum I
3, 5" DIA. INLETS 2 OR APPROVED EQUAL. 0 �� ^ 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
IF w'no nrn \' 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANKLL . SHABE SEALED WITH NEOPRENE GASKETS
5, 5" QIA. OUTLETS In --__ 02 _ art MAW TQs es e, e meuA OR: ASPHALT CEMENT.
eour 234A RAW m
k / ras-aao - -a >•' ,^. Asxamsuo umr lov
' 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN
CROSS SECTION VIEW
+z @ I \ R SAND PER TILE V REGULATIONS
it
/ • 1 P n4eAa 11) THIS SYSTEM IS NOT DESG-NED FOR A GARBAGE DISPOSAL UNIT
DISTRIBUTION BOX 1p!: - - 1 _ _ ,ns_,A,
NOT TO SCALE
_ .BOARD OF HEALTH STAMPS
1 ucsMmx ]moo
(ASsms,N
1 `13M m.Te' w mr mvcc : 1 11 mi I rar
1ossrvro xEu..
cavnExncxd °irm. +� ( I I I
W/aaaOlUlft.,'ruOAOuo.
All
-\A--w 1 w°D` -- L-UCY-- LIrTL ROAD
_ x / BOARD OF HEALTH STAMPS
5 Jia � • knookouts \
outlet TrIet 2b CL-2. \
lk
NOTE 1.) ALL WELLS LOCATED M1lHIN YOP TO PROPOSED
\ / •\ / S.A.S. ARE SHOWN..
PLAN VIEW \ •\ 2.) THE LOT IS LOCATED IN A SINGLE RESIUEN
'\ P B (SR-8) ZONING. DISTRICT.
5'-
�\ 3.) THIS LOT IS LOCATED IN A FIRM ZME "C":.
Y.) PERCENT LOT COVERAGE: 9.&S
5.) (2) REWIRED PARKING SPACES PROVIDED IIN GARAGE.
T FINISH GRADE 6.) THIS LOT IS NOT LOCATED IN A ZONE 3 AlIBURER AREA:
ELEV. = 1D8 0
/fSTAM SUBSURFACE SEWAGE DISPOSAL SYSTEM
DWELLING `y.. a ..
e.
FINISH GRADE ELa 104.50 ' + > OWNER: MARTINS RESIDENCE
TOP OF
FOUNDATION , az Is LOT 2-R (SUBDIVISION #)
ELEv.-lozo e,Hh z.�°�" MAP 45LOT 10-1
1 ,, 5' eor A'E DARTMOUTH, MA
3 IND GALLON '� ENGINEERING FIRM: '
CROSS SECTION MEW 104.30 REINF�nD CONCRETE
103.37 ` 103 P.L.S. STAMP 1 n2 Rome
SLAB 103.0 Nuul MA M145
,D4,D 103.15 - SITEC,:ELEV. 99.5 GAS BAFFLE DISTRIBUTION 3/4'-H Iry• wA5¢o Inc.W K 9� 2125
SEPTIC TANK 03.85 BOX NE Can h mWmmmlN M_q oa s-T5
102.50 Lea u. mat
NPT TO SCALE. -LEVEL STABLE BAS
GROUND WATER - DATE: 10-10-02 AT FOUNDATION SYSTEM .. PROFILE `SEE NOTE #10 ELEV 98.5' LIMIT OF EXCAVAEO
V.= ELE97.5 SEASONAL HIGH GROUNDWATER ELEV. 97.50 DAN AGUTAR
ACAD.NO. FILE N0.
SOIL DATA LEGEND DESIGN DA'"A
-100 EXISTING CONTOUR DESIGN PERC RATE: 1". IN: 5 MIN
_ DESIGN FLOW: 3 BEDROOMS X 110GPD/BDM 330 GPD REQUIRED
TP-1 1P-2. TP 10 1-02-03 TP 10-1 02-04 PROPOSED CONTOUR
0' 102.50 0' 102.50 ' 0' 102.50 11 0' 102.50 y/ ; LOAM LOAM A SANDY 1 A SANDY y\\ \\ \� / PIPE INVERT ELEVATRON SYSTEM DESIGN: USE 30' X 20' LEACHING BED
f♦ 11 }
LOAM LOAM
" 10YR3/3 tOi 50 12' 10YR3/3 101.50 // # # ff EARTH BACKFILL \\ M } \\ A'MIN. EARTH TEST. PIT BOTTOM:- 30' LONG X 20' WIDE X 0.74 G/SF - 444 GPD PROVIDED
18 101.20 12 12
101.5 .SANDY B SANDY..' t \� i 1 i 1 \\Y ] °® SEPTIC TANK
LOAM Ili.. LOAM'. // ,� \ b \\. \\i 6:t\� y IN 1I, k 1- 1 \\S:. 1' ❑` DISTRIBUTION BOX.
SUBSOIL SUBSOIL 10YR7/6 10YR7/6 a ^ ' a b • n ^ ° o o . ^: 1 ° ! k -
24" 100.50 24' 100.50 a n • o °Oo e ° ✓A • o R .' I' 0 2• DEPTH OF T/B'
CI COARSE CI COARSE • I • I I ° I INN WASHED. PEASTCRE W - PROPOSED WATER SJERVICE LINE
42" 99.0 28` 100.1 SANDY SANDY IF a l I d I I•.1 • O W • 1 I• I d a 4 • I I I' IW I IV IV DEPTH OF 3/4 TO
CLEAN CLEAN 50% GRAVEL 50X GRAVEL • .. J I I IN s • • • •. •:l.>. • 1, • .. ...l • 's '• • 1-1/Y DOUM WASHED W OBSERVED GROUNDWATER
SANDY SANDY 10YR]/2 t0YR7/2
• . >.. - . .• . CRUSHED STONE TABLE ELEVATION
GRAVEL GRAVEL 4 61/. //A
RESERVE AREA
w w
COBBLES COBBLES 6. 4
120" 92.50 120 92.50 12o 92.50 1120NI 92.50 LOCUS MAP
WATER 0 66" WATER'0 72" WATER 0 120" WATER 0 120" TYPICAL OF ALL
PERC ®36" MOTTLES
0NN3" MQRE$®6D TYPICAL FIELD CROSS SECTION
RAZE: 1' IN 2 MIN PERC 0 "2 l
DBr. DA15 67 RATE 1' IN 2 MIN. h
PERFORMED BY: DAD MONIZ DATE:IO+1.SIT NOT TO SCALE `~ 5 r A•` s/ w�, ., r r '?
WITNESSED BY: WEEDY HFNDERSON PERFORMED BTL USAN' INC. '•PB °QL 3'I"' OPo I'
SUE GRIFFIN `MINESSED BY:'$USAN GRIFFIN ,A�"", � �� � 1 ^ 'a ° ^ { /•. '
LOT 6-R
R�a"�aWm GENERAL NOTES
.M•W w,xE• nsxaarr wA •s LOT ro-s c,_y i. s
xAvrNA N•" Y� "D t ~ �+ 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA ISFULLY EXCAVATED
ASSirm - ASWm "Wl"SnN wr io-s-` S° v„ �fr fG L AND. MEN ALL COMPONENTS ARE IN 8 as ., PLACE. Y FOR.I w LaL xuE rw ...� .WHEN THE NSPECTION ,.d,,..,. ..... . SYSTEM IS READY
/ .... E 0
psnAsoo�YdrEu) .,s a ... .A"''«3 : ,..,.-:'E � .. THE CONTRACTOR ,n..�JI SHALL NOTIFY ME LOCAL BOARD OF
swaa ... ..; HEALTH.
... s Iswsr E xsw d Rr r.seroF• M aaD. t.w:n- BA1C�1+•:- s) � - ' � � Icy, ,: .` 2)WASHED CRUSHED STONE BE :OF ALL DIRt, DUST AND FlNES
! NOV W�F' R�(W TIE IX A6RWI.rE SIPW II"E /AN %w?� A '/-�. "M 'l,'2
i 1. uE ° 1 1 ,W ' h$.g >3; vt \ 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM.
t'Er. �, v 1^` \ 4) HEAVY EWIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE UMI115 OF ME
Z 1 LOT 3-R A? uy£ Q Y c i ., tr OF ME SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CGNSTRUCT@N OF THE
30.5'� F t1 / w (99A9Ed WIN mewwo
14/dV $PFr1
_ w3o
LOT I-R / r v J cm v. w= y iE L 1 5) NO nnD PRIOR WRITTENRAPPROVA OF CATIONS TO HE ENGINEER SEWAGE SANO T E SYSTEM
SHAUL BE
OF HEA DE WITHOUT
an' .F ISO Y B •,ryr, �: x• ti � ;4 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE VRPH PRE V OF TIE STATE ENVIRONMENTAL CODE AND ANY
M7.511
• /.. - iw APPUCABLE LOCAL REGULATIONS
TOP VIEWW �A O , 7) SEPTIC TANK, DISTRIBUTION BOX, ETC SHALL BE MANUFACTURED BY A. ROTONDO b: SONS
3, 5" DIA. INLETS Cl) 1 " _ OR APPROVED EQUAL.
S h N r td 0 6) GRWT TO BE
USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. --
T 5, 5" DIA. OUTLETS saFid°N-7.0 J
\` n 9) ALL 9HIPLAP gTH N15 IN E SEPTIC TANK. SHALL 1N BE SEALED Ti NEOPRENE GASKETS
want e _ ras.vas OR ASPHALT CEMENT. -
.Im.O _ _ ' sWW.vm. LAW 20
IS ras�sss - °°. \ a w• '\ n nsss N6M.w'rnAZLoi�o-J 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL OATH CLEAN
° ve r-
CROSS SECTION VIEW j ' ,_ £ \ SAND PER PRE V REGULATIONS
' / ' Lanz \• 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT
DISTRIBUTION BOX ► ' _ ' _ caL.,
_ auNOT TO KAU
O. _ / BOARD OF HEALTH STAMPS
IS
w 1 1
WaIN
I I d
L ,o•-s• j ;ioee.rm'W snr E I .ur rzNrr rm �•:.: I 'a'' nmm� OEu
a
0
WW/ fN0. N\J - N I J W
T - - -INS
5' B' c-A-.W.R W�par - -- - LI.� X __ UXTL ROAD <= ��' BOARD OF HEALTH STAMPS
5•dla
ouNet inlet - ¢-/ •\ Gc-. IX`-B aYI Too
dL '\ % \ / NOTE 1.) ALL YELLS LOCATED WITHIN 2W' TO PROPOSEIO.
/..
\� S.A.S ARE SLIM.'
PLAN VIEW •\ . �.� i 2) 9 WEI)sZOON NAG p sRlcisxcLE RESIDENCE'.
PLOT. -PLAN
20' dIa cover (tap) \- \ SCALE: I"NIN30'; / 3) PER LOT IS LOCATED IN 9.8% ZONE •C. '
taller - \ � ____ i' 5.) PERCENT LOT COVERAGE: AC
ra• �'---' � 5) (2) REWIRED PARKING. SPACES:MOVING 1N 6ARAL{.
T FINISH -GRADE 8) THIS LOT IS NOT LOCATED:IN A ZONE 3 AWIMER AREA
ELEV. = 106.0 3t t P.E. STAMP: _J 5• DWELLING SUBSURFACE SEWAGE DISPOSAL SYSTEM `
IN GRADE. LL. 104.50
8.
OWNER: MARTINS 'RESIDENCE
liquid ' ` FOUNDATION LOT B R (SUBDIVISION #)
s Nla "a`I 1 ELEV.=.107.0 1 ; . MAP 45 LOT 10-2
a• 5• DARTMOUTH. MA
15W GALLON
CROSS SECTION NEW 104.30 REINFORCED CDNCRETE 103.37 ' _2 tp" "^ "' ENGINEERING. FIRM:
SLAB SEPTIC LANK I P.L.S. STAMP xn.W9e°draw NA o2Yn5
ELEV. 1` 104.10 - 103.15 101J,0 SIN Inc. (sae) see m2s
SEPTIC TANK GAS BAI99.5D 03.85 DISTRIBUTION' Nr+YWVEO
BOX smiE - ON and FnNaam.iml WMaWMs FAX (sae) Oil
NOT TO SCALE UY2.5D L'•° .B""N9
GROUND WATER -LEVEL STABLE BA DATE:. 10-10-02
AT FOUNDATION SEE NOTE #10 ELEV 99.0 UMIT OF EXCAVATIO
ELEV.=97.5 SYSTEM PROFILE : SEASONAL. HIGH GROUNDWATER ELEV= 97.50 DAN AGUTAR
ACAD NO. FILE N0.
y 13+
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LOT 10-2
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INVERT SCHEDULE
LOCATON OE4GN ASSUILT
OUT HOUSE 1040 104,42
tNOF IN TANK 103..10 1➢4110
OUT TANK
104.10 103,75
4XO
� SA OUTT B-S03 IN 1.103,37
DOX 10J.20 20 103.15
GNIE N ENO 10100 102.96
Ni.ffi195 HEREBY CERTIFY MAT TUS SYSTEM HAS BEEN
HALT IN COMPLIANCE WITH THE APPROVED PLAN
IffiEp'�O MEETING ALL STATE AND LOCAL REGULATONS WITH
RESPECT TO LOCATON AND ELEVATOR.
COE RESIDENCE
MAP
MAP 45 LOTOT10-2 +i s
LUCY LITTLE .ROAD, DARTMOUTH MA SELL HMEMANNIxO
�>+ tiN7L 30 RAW
DATE: 10-6-03 SITEd iI
SCALE: 1"=40' SEPTIC SYSTEM ASBUILT PLAN I��H��•
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Page 1 of 1
Hl Paul,
I am going to rescind on what I said.. Me leaching field is only 30' long, not 40therefore (drat was excavation
sued), as we had discussed on the phone, according to due attached M Built Plan the distribution box is 33' and
41.9' fmm the 2-building corners, from there, the septic field is not 4P long but WV From that end line to the
edge of the pool side you are approximately 35' not 25' as I had drought. For your use, if you print this plan on
letter died paper (8.5x11) a is true to scale at P=40'. So You do have wiggle mom and you are okay for distance.
I Issued Mrs. Cooney the BOH Pool Permit today at are residence and I also signed off upstairs In Building Dept
Let me know If you have any further questions or concerns.
Comm7
Snrdrey, B. Cohen
Theadrsuit aarmarydrsPe=drr
Town of Dartmouth Board of Health
400 S1omm Road
Uncommon, MA 0 747
Telimi 508 1161804
Fare 508-910-1893
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