BP-229FINISH GRAD� OYER
2" X 2" 7' STAKES TANK
(2) PER P,-LE DWELLING FINISH GRADE A 7
HOUSE CAST [RON OR CONCRETE COVERS
BUILT UP W7H BRICK AND MORTAR
HAYBALE TO GRADE
CAST IRON OR CONCRETE COVER,, 4" SOLID WALL FINJ GR4D
HAYBALES EUTTED TOP OF FOUND,4 BUILT UP 141TH BRICK AND MORTAR F PVC PIPE SH E ELEVATION
�2) � �R
P
HAY
1
ELEvA T7oN z1v TO WITHIN 6" OF GRADE FIRST TWO FEET To BE
STAKE FLOW _t I LAID LEVEL
dulii�,I,Allo, A
SLOPE - 2,- 1111h)lf (,� 11,611b Allf I3�111 A� III dflliL,111, dif, bjrS7 .
A_ Nt- 'TEES 14ver Topsoil.
SLOPE iz ift r
BE �_Ect)REjy pASTC4
'ro'!"ANX joQlj Wl 0 00 BACKFILL
-a- 1) -5,00 GAL 31, :r I =1_3 r=
PILN 1r_ EM =3 CM =1" � � C� �� � = �3
REINFORCED OK C�l =3 MIN
SEPTIC TANK SMAIKILF
=3
NATIVE SOIL ------- 5TR
H O—P S �111:�
LEAN MILK G41LEY WA
PLAN VIEW C BOTTOM NHED
COARSE, OF CHING FACILI ST( S E
) E
CROSS SECTION 'VEL STABLE SAND n ut- LOW GALLEYS FEET "3Yz_' EAN
FEET CL
BASE A COARSE
EROSION CONTROL BARRIER BOTTOM OF EXCAVATION ELEVA77ON LIA I 41T or ..SAND
EXCA VA 77
NOT T 0 SCALE WATER TABLE ELEVA77ON = Z3 U
SCALE- 1 000-
LIMIT OF EXCAVATION
TO BE SCARIFIED
SEP TI C
SYSTEM PROFILE
FINISH GRADE
71 A- Al 11, L) I Il 6 f I. e, I I I LL&
LoT /7 It FINISH GRADE
f CAST IRON OR CONCRETE, COVER BUILT To
7 .1111,111 11.1 . CAST IRON OR CONCRETE GRADE MTH BRIUK AND MORTAR
4" INLET COVER BUILT To WITHIN
WA&E� STONE 6" OF GRADE
+ 12" MINIMUM CASTIRON OR,CONCRETE
i COVER BUILT TO WrTHN
I + I N E 3o 6" OF GRADE
SE7 01I LE VEL 2
STABLE BASE (6"-,
COM"ACTED GRA 2" 5/p
OR COMPARABL�'
WASHED STONE F--I F ---- I
m F--j r--7 F---� FI OW LIME 61,
4" INLET r
R_Cj_F1 L E_ E W LIMIT OF EXCA VA TION 70" IN. 14" 4" OUTLET
fIv. -rf
TO BE SCARIFIED C, _ES 14
DISTRI13UTION BOX SE SE4fuimlv -)L
N07 7-0 S,,AiE FAsrEuEj, IrOTANk 4'-0" MIN.
SET ON LEVEL LuAll W/ Dulkyy,1F LIQUID
STAB BA E 6�L PLAsric - LEVEL
COM LE S ' Oz SrAiNI-E.
PA C;ED GRA
41 �11
OR CO M A RABLE)
CROSS SECTION A —A VIEW
L T
OW GAI IF
T PROFILE WE
NOT To SCALE
TANK.
A NUT TC) SCALE
�,7 e:) C.
SOIL DA TA
DA 7E GE
C U,- /L�)T
INSPECTOR: bjEp"��,
C, PEFr_ORMED BY. THIS SYSTEM SHALL BE INSPECTED Y'"EN 77-IE LEA CHING AREA IS FULLY E,)�CA VA TED AND ILL
'Z Ir COMPONENTS ARE IN PLACE
r lq A/C 0 eLv/ -t-B H IN,
t \ i : — _ THE CON—,ACTOP SHALL NOTIFY ME LOCAL F.10,9O
t THE DESIGN ENGINEER
Z,�i(, TEST PIT # Z) ALL VIUEN THE SYSTEM IS READY FOR INSPECTC OFHEALTH AND
WASHED STONE MUST HAVE LE
TEST T # SIEVE' AS DETERMIN SS THAN 0.2 PERCENT MATERIAL FINER
ED By THE AASHO THAN NU"3ER. �100
THE DISTRIBUTION TEST METHOD T- 11 AND T-27 (LA TEST ME THODS).
BOX AND SEPTIC TANK SHALL BE PLACED ON A MINIMUM SIX (6) INCHES OF
F"�JE SANJ COMPACTED GRAVEL BASE TO PREVENT HEAWNG OR SETTLING.
IJ LcAr_j bly THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT To BE OPERATED OVER THE LIMITS OF
z -7. L o)4 N� THE SEWAGE DISPOSAL SYSTEM DURING I
FIELD MODIFICA77ONS SHALL BE MADE To 7H
L07- Is-1 S) NO TS CONSTRUCTION.
Exl5rw& !STONE iESEIZZVE ACEA 2!9 -z THE ENGINEER AND E SYSTEM K777YOUT PRIOR WRITTEN APPROVAL
/oil FROM
WALL MF-b- sw",by 6.) THE TOM BOARD OF HEALTH.
UNLESS OTHERWISE NOTED, ALL
SYSTEM COMPONENTS SHALL BE INSTALLED
THE CURRENT ED177oN OF 777LE 5 OF IN ACCORDANCE WTH
TOWN REGULATIONS THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE
7.) AT ALL POINTS OF I'
N7ERSEC7ION
'NON PIPE SHALL 13E INSTALLED OF WATER LINES AND SEVIER IJNES MECHANICAL JOINT CAST
-I "INE AS -BUILT Lo OAK FOR BOTH LINES FOR 10' ON EITHER SIDE OF THE
L Iu C Jt VAfLScT IN I INTERSEC770M POINT.
F- LEV 8-) UNOUT SHALL BE USED AT ALL POINTS
& ERTIFICATION Zo -7, TO PROVIDE A WATER77GHT SEAL KNERE PIPES ENTER OR EXIT ALL CONCRFTE S77?UCTURES
3C)" 9.) ALI SHIPLAP JOINTS IN 7HE SEPTIC TANK
STATEM NIT REQUIRED 1 ts '9 ASPHALT SHALL BE SEALED Kq
CEMENT TH NEOPRENE GASKETSoR,
.z Z11 E 10.) ALL PVC PIPE USED SHALL MEET ASTM D
LoA.r-j Z� I 11.) JOJ4-73 SDR 35
S?4mt�/y Le0qtj IZ) T BE STANDARD
SHOWN otq,
770M
SYS' 3m IsNot Designed t A),j 'LIM o F
F1 I? S OR
1.5 EAC VATporq hes
For Garb e Grinder, Whirlpool " A k P I](:, UJ/-S7-,, P a.
I� 4( tLI ry L;; 1 T-yp) NA oT71 E S MUST BE CO By AN EN ON COMPLETION OF RK.
6 BACKF7LLJNG. 771EN CON7RAC MUST NOTIFy S UCT70M
Or 01her Hi h Water Use Devices.
14.) THE CONTRACTOR SHALL BE RESPON -OR IOR To
i -7z EXISTINGUVL/77173 SHOWN SIBLE F VERIFYING THE ACTUAL LOCATION OF ANY
B\ 11 ON THIS PLAN
z 5.0 9 y 15-) THIS SEP77C SYSTEM IS NOT DESIGNED FO�
DEWCES WHICH USE LARGE AMOUNTS OF- THE USE OF A GARBAGE DISPOSAL
16.) THE SLp77C UNIT OR OTHER
WA TER.
ST f4OT BAI-: OBSERVED WATER TANK SHOULD BE INSPECTED ANNUALLY. KIIEN THE TOTAL DEPTH OF SCUM AND
IN TABLE: - 6 C SOLIDS EXCEEDS ONE-THIRD (1/3) THE CONTENTS
--f RECOMMENDED THAT 7HE SEPTIC TANK BE pUVPF OF THE
1 11?15 _D TANK SHOULD BE PUMPED
Vi� THOUT BOARD bL)I/C)If OF PERqOLATION OUT AT LEAST ONCE EWRy yEAW. IT IS
.4'!JPPROVAL /9' OAI< TEST HOLE: 0
PERCOLA 71ON RA TE.
8)5AXNMfj;ZK., _'�) MIN. PER INCH SOIL LOGS INDICATE SCIL COND1770 MS. pERCOLATON
I Z4 OBSERVED AT THE TIME AND LOCA77ON OF RATES AND
ZLEV. THE SOIL IAIVES77CA77ONS AND SHOULD BE VERIFIED
8. 3t, By THE CON7RACTORILKCAVAT WATER TABLE 6EP7HS
PERCHED WATER IS OR AT THE TIME CONSTRUC77ON BEGINS. IF GROUNDWATER OR
THE, APPROIM,! BY TMS OFF! THE CONTRACTORI ENCOUNTERED AT A HIGHER ELEVA170M E P N, EN
CE 20.) 1EXCAVATOR SHALL N077FY THE LOCAL BO THAN INDICATED ON TH LA TH
EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR To ANY CONSTRU
DOE_�, 149- G I�ANTEE THE ARD OF EAL
I T TH.
EF �T 1
IVF ES�` 0 F A ti Y SHALL REMAIN IN PLACE UN77L ALL CONSTRUCTION, C770N OR EXCAVA77ON AND
ARE COMPLETED. GRADING, PLANTING, INSPECTIONS. ETC.
INSTA �ATION 2 1 1-) 'HE SEP77C -TANK SHALL BE FITTED WITH INLET A
ARD OF HEAKTH iz REQUIREMENTS OF TITLE .5. No OUTLET TEES ACCORDING To THE
ft E C E I V E D
PEQUII�C`l- HEfi _H INSPECT(OrV
Ed Wpr EXCAVATED SITE LOCATIO TH
N: M I-
_, q e;, u PLA T. I I D OF HEALTH
SEP T/ C S YS TEM COMPONENTS SYSTEM DESI(-,N DATA B.O.H. STAMP 'HIS SEP77C SYSTEM DESIGN is VALID ONLY hA LOT. I&
IF A CCOMPANIED WITH THE ORIGINAL SIGNA7URESUB
?l?ROVj6 AND SEAL OF ALAN L HEUREUX, p.E URFA CE SE WA GE D113fr-n-10SAL SYS
DESIG,., V*,O OF N It
SEP77C TANK: USE 15-00 GAL TANK AS MANUFACTURED By M&S 'PAC'Ty* 3 BEDROOMS AT 110 GALIDA Y 33p GALID lcz� ( I < CLIENT.
CEMENT BLOCK CORP. OR APPROVED COMPARABLE AY
SUBS7777J7F SEPTIC SYSTEM DESIGN: 4, �Dper:b fff
-2-LOW GALLEYS (4`X8') W`TH-�q;_OF STONE x
DISTRIBUTION BOX. USE 2A So- FT W/BAFr AS MANUFAC7VRED SURROUNDING GALLEYS ve' ulijb,,R 641lEy 0 L A U RA
SITE PLAN BY U&S CEMENT BLOCK CORP. OR APPROVED SEPTIC SYSTEM DESIGN PERCOLA77ON RATE. ZO MIN.11N
COMPARABLESUBS71TUTF CH op ALANJ HEUR D MAU
SEPTIC SYSTEM DESIGN CALCULATIONS: K, BOU
SCALE- ill = � ER A EUREUX
LOW GALLEY. USE LOW GALLEY "0" AS MANUFACTURED By M&S �31DEWALL:IdLLON6 X 2 S CI WLIEN WRONM INC.
CEMENT BLOCK CORR OR APPROVED COMPARABLE FNDWALL: W L I ON IDES X—l"I'DEEP XO,�� GPDISF GPD B.O.H. NOTES ENGINEERS AND LAND SURVEYORS
S17E BENCHMARK. SUBSTITUTE "-,NAj OF ENTAL
j4 j: G X 2 ENDS XI-9& DEEP XL3±
NAILrr- IN IL1110AX rLrLIz 3c.?& ROTTOM: Uy LONG X-)LWDE GPDISF GPD 648 AMERICAN LEGIo
N HIGHWAY
f2EAICHr-1P2K *I" x
-O�GPDIiF ALAN J -c�
WIN I L � r!- WSTPORT, MA 02790
IN = 13!;GPD TELEPHONE. (508)
)L-"OAk ELFV� 21,!-" HEUREUX 636-5905
TOTAL SEP77C FAX.- (508) 636-2477
SYSTEM CAPACITY
= 33Z GPD MIL
No. 338n CONTACT PERSON: AcAk) 3, CHECKED BY. 4,y�+
--------- OISTJ�� DRAWN By.. FL&I-i.
APPROVED B
'AL %.` Y
DESIGNED BY. ?Wh-i,
DRAWNG1. DATE.- _�3-ZL- _2r
PROLECTNO.: q3l/-,)io/
DRAWING NO..
H,M Iliad
'Cem
77
"114
IT �1_
, ! \ \ N,
�v
grjd&e
Cow Yard'
V)
17"1
Pt
alters
eCl)water
)P , t
Bpi
17,
T
.6
X
.0
S1 TE LOCUS
k.0 0
t-3
0
fillells
PROPERTY LINE' INFORMATION IS TAKEN
FROM "PLAN OF LAND IN DARTMOUTH, MA
SURVEYED FOR FRANKLIN E. PARKER fil"
DATED DEC. 21, 1970, ON RECORD IN
PLAN E3K. 83, PG. 113.
PLAT 11 LOT 15
MAUK, BOUCHER & HEUREUX, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
648A AMERICAN LEGION HWY, WESTPORT, MA 02790
TEL.(508)636-5905 FAK(506)636-2477
PRCJ. NO: 434-01 DWG. NO.: 4,34-0102
A50 ,
,j
Ij L
SM� �T
EXISTING CONCRETE FOUNDATION
ELEV= 34.05 (NGVD)
B. M. g2:
NAIL sEr w 16" OAK
ELEV= 31.32 (NGM)
B. M. # 1:
(D NAIL SE7 IN 14" OAK
ELEV= 30.36 (NGVD)
c
rl
FILE 0 P v
TOK711 OF DAPIRIOUTH
RECORD PLAN
A COPY Of This Endorsed
Plan Must Be Kept On Site
Dat e Dul9wingon
AS —BUILT FOUNDATION PLAN
DRA WN FOR
HOMEWORKS, INC.
. PLAT, 11,10T.116
72 MISHAUM PT. RD., DARTMOUTH, MA.
SCALE. 1'�--30' DATE- SEPTEME?ER 27, 1995
3
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a foundation invection or
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any further cmistruc�
FILE UPY
T0717 C7 M-177QT�'
EEC07D PLIJ%'
A Copy Of This Endorsed
Man flust Be Kept On Site
Dur;r,"r_� Con-4,Uction,
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DETECTORS - CEILING
VIOUITED 0:1Y.
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submitted to th, D-,:"CUng
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Dept- prior to ig f or
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Date �4L
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Dept . prior to ca�jn for
a foLndation impectiOn or
her
T07"T' OF DAr"INrIOUTE4,11
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A Copy 011 This Endorsed
Man Mmst Be Kept On
DU n q tXm C tir,
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a foundation in:PeCion- or
any frrthcr C 0 R, 7) P L P.
A Copy Of This Endorsi)d
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Datc —N*ft �T/SIIUC IV
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Plan rf'Llst Be, Kept On Sife
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TO' 6 . - IN OF VERTUTV.,
HOED PLI.I:
A Copy Of This Endors d
Plan Must Be Kept On Site
DO cr rstrv^.tion
Date
6- L N\ T 4�r
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A E 14�17
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NOTECJLr�4
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An As Built Survey mus' ' Tot, I. OF DAR7.71OU-1 H
submitted to th'� B;ai!ding HECORD PUTI
Dept. prior to cgibg f0' A Copy Of This Endw.sold
P- foundation inzpecticr Or Plan 1,111ust Be Kcpt On Sito
any further crmt—ctinr
During Const=.flon
Date ---.AJjR-cL4-"W—
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svii�, to the Miilclirl� HCORD PLAU
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De7jt- prior to r r ed
n,11ing for A Copy Of This End o's
F fcun!�aiion inGpectior or plan Must Be Kept On Site
During Construction
ny further cor�t Date
14
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