SUBSURFACE SEWAGE DISPOSAL SYSTEM PLANLEGEND
SEE
.SEPTIC TANK
ED
JSTRIBUTION BOX
- 100 _--
FAINTING CONTOUR
—(L -
PROPOSED CONTOUR
■9
DAT PIT
q
HESERIF AREA
C)
DARK LINE
o
TRUFFLE BARRIER
Z\�
PROPOSED WELL
^SITE LOCUS EXISTING WELL.
T' x 2' x 3 STAKES
(2) PER BATE
y
HORMONE
BUTIEO
—
ER
O
SEND-
PLHA�NOS
_
END
All
NATIVE S L
PLAN VIEW
CROSS SECTION
EROSION
CONTROL
BARRIER
.
NOT TO SISN_
n.Ie m1NROO'+R --- LIMIT OF EXCAVATION
gMIER ULE b'( IA`: D AnA Yv k IHILWZ
-MIST DE
H_69
-
htoPE P =o I� -Is' s rkiui-f d.l I.,•J].vl C'FJO per LJil
1 I�VLLn� A11L/
L:OFCH d� AIL V A.I� 90,E IW h _a.'E ROMET h GDIJTOJ2
MA1nITM uAr �JNC. TD '(HE r 1. NLO ITJLI% IRLE'. �f TZFTIE.♦i -�
PMLET
CRT ON IE G'
RAVEL
CM
_
OR ABLAJ
ELII F VIFWF VIFW
DISTRIBUTION BOX
NOT ON ALLE
N
ENE zs.
i
�gl='.8 VDAIN
N -
W 52�7DB 6G/_... - ."Ln5 1\ �Fi✓j
SO
SIT
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114
6 UMIT 06, HE"
a 'bd DTI / .
/ A oA
U ( A
ITO
/ Y NO
EXEX/ AGRE
ICOGS
{L IDb
'172 �a yq LoT ' 6
1
I O
SEPTIC SYSTEM COMPONETS
SEPTIC TANK. use. IO O GAL TANK As MANUFACTURED BY INS
SITE PLAN CLIENT BLOCK MI: OR APPROVED) COMPARABLE
�^ DIVESTITURESCALE 1 .CJI
I DISTRIBUTION BOX: ONE u Yn TT. AS MAMANUFACTURERSITE BENCHMARK. &u,� Ys.IiiP L'�iLFi IIJ BY WGS ISEE&LOCK O NT etTRU ORP oR APPRCYED
camaa RAE suesllrvTE
dnRrd 61L� 04 BIaME LkhIB L1n] GRoAr oP Lof41�
Qi131= IIA3 P;/oIT
'(A5YInEEoi
Illlch GRANTT�i CAS I4C 0
.urvc c/sE _ '/5 r L -0 s A ZLE ATON
'O GRADE S
C r RCN 0 XROO COORS
B IT H d 0 Wl iA4 FEE 0 B
qq I F OE F 7 A
�nnDLOUN�- hHICLA, A d,eY r�.1 1�.,LdL�' �.1 I I l 6� IE.I r 1 NI Iulv,nLhe1L'.h
STATE 2G7 4Af, - TOP50'L AND SCh A N IW MINI
0 T T IN, Wr
r 'D If 1.61 ANCHOR
OF r ISTINNI OF EASTON 4.
BOTGA
n m e -� Ae EI I M CLEAN
`. wGTO OF TRADED
FAIL
1:- FEET
ECOARSE
BOTTOM OF MCA CATCH ilEE'✓A90N I/p i0
r?VA G
SAND
WAYS TABLE ELEVATOR
SEPTIC SYSTEM PROFILE
NOT TO TALK
/ /J". F�
OT
TARES SELTBA - A T GKF LL Ir
12 GO' IT
�.
,Ca LE WASHED PFA TOAr
z T 0
T Yll
IBIS /NnEB smNE T314
s'ED1 J','i0A'E�
�� -._
SECTION A —A THROUGH LEACHING TRENCHES
LEACHING TRENCHES
I
SOIL
DATA
DATE OF TESL
INSPECTOR
PERFORMED BY S. LS\)55
r-
- 1Y, TEST PIT #I1 A. cy
q,4 T&=ST'PIT
#III ASS I
IGiO
Ili/a.7
ny'Ju
f Xl
HAECOJM
'I
SA•LID
MEDIJM
SDF�E
SILT
AFC ME
OBSERVED WATER
TABLE 65" Se'PJ'-12"ENNEY n = 43''pCSIGL
BOTTOM OF PERCOL TION
RSTHOLE `Y/"FTJdbH AcRF`(TP#'115�
SYSTEM DESIGN DATA
DESIGN CAPACITY 'J BEDROOMS AT 110 GALIDAY GRIND OR
SEPTIC SYSTEM DESIGN TRENCHES, 2 MDE,'45 LONG, ACBDEEP
SEPTIC SYSTEM DESIGN PERCOLATION RATE: 20 MW./INCH
SEPTIC SYSTEM DESIGN CALCULATIONS (Ng TxATALN)
91.
SIDEWALL1LONG X 2 SIDES XI.zIDEEP XQ2 COSINE =i,7o2GP0
BOTTOM 45 LONG X 31 W10E X_N•31-PD/SF = 44,5GPD
TOTAL SEPTIC SYSTEM CAPACITY:' FT_MAPD
CAST ADD OR CONCRETE CARL,SIPES ro
GRADE NOT, BRIG( AND MORTAR -
CAS' PON INH CONCRETE CAS JACK OR CONCRETE
CORE LAN A I 'GOOK BUILT i0 N9WN
6 Or E OF GRACE
� �6
3TOY
'IMF
1 4 OUTLET
A N.Cr� 10 MIN
4 O TAN
FOOD
SET ON LEATL LE S
STATUS BASEAS
ors OM AAANR j
,�
PROFILE VIEW
SEPTIC TANK
NOT TO WALL
GENERAL: NOTES'
1.) 'THIS SYSTEM SHALL. BE INSPECTED WHEN THE. LEACHING AREA IS
FULLY EXCAVATED, WHEN ALL COMPONENTS ARE IN PLACE AND AGAIN
AFTER FINAL COVER TO GRADE IS: COMPLETE. TIE CONTRACTOR SHALL
NOTIFY THE LOCAL BOARD OF HEALTH: AND. THE ENGINEER A MINIMUM
OF 24HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS
2.) .ALL HASHED STONE MUST HAVE LESS THAN 0.2E PERCENT
MATERIAL FINER THAN NUMBER 200 SIEVE AS U:TERMINEO BY THE
AASHO BEST METHOD F-11 ANu 27 (LA Esf to IHWJ).
3.) ELEVATIONS FOR THE SYSTEM ARE BASED ON AN ASSUMED DATUM.
4.) THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO: BE
- OPERATED, OVER SHE LIMITS OF THE. SEWAGE DISPOSAL SYSTEM, DURING
CONSTRUCTION OF THE SYSTEM. TOTHE SYSTEM5.). NO FIELD MODIFICATIONS SHALL BE MADE
WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND THE TOWN
BOARD OF HEALTH.
5.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF TITLE."V
OF THE STATE ENVIRONMENTAL CODE AND APPLICABLE TOWN OF
DARTMOUTHREGULATIONS.
T.)} AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER
LINES, MECHANICAL JOINT CAST IRON PIPE SPALCBE INSTALLED FOR
BOTH LINES FOR 10' ON EITHER SIDE OF THE INTERSECTION POINT,
S.) THE PRECAST CONCRETE SEPTIC (SYSTEM COMPONENTS SHALL BE
MANUFACTURED BY M.1 S CEMENT BLOCK CORP., FALL RIVER, MA OR
'USE AN APPROVED COMPARABLE SUBSTITUTE.
9 )GROUT SHALL BEUSED AT ALL .POINTS WHERE PIPES ENTER OR
EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT SEAL
10.) ALL STIPLAH JOINTS IN THE SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
11.) ALL PVC PIPE USED SHALL MEET ASTM D 3034-13 SAW 35
EXCEPT INLET AND OUTLET TEES WHICH SHALL BE SCHEDULE 40.
12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE
STRUCTURES MAY NOT BE STANDARD LOCATIONS AND MUST BE
SPECIALLY. ORDERED AS SUCH FROM THE SUPPLIER
13.) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL: IN
THE LEACHING AREA SHOWN ON THE PLAN AND BACKFILL WITH CLEAN
GRAVEL OR COARSE SAND (SEE TITLE. V, REGULATION 2.17).
14.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V,
SECTION 15.02, SUBPARAGRAPH 8, MUST BE OBTAINED BY THE
CONTRACTOR UPON COMPLETION OF THE WORK. IF AN AS B(IILT PLAN
IS REQUIRED DUE TO THE CONTRACTOR DEVIATING FROM THESE PLANS
THE COST OF SAID "AS -BUILT PLAN b SHALL BE PAID FOR BY THE
CONTRACTOR
15.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE.
ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON THIS PLAN
16..) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL UNIT
17) IT IIS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT
LEAST ONCE EVERY TWO YEARS.
SITE LOCATION, GUS ACIDET E ♦•RIKAA PLAT IWEV LOTi- G
B.o"+. STAMP IFBAD "°EH'GNIS°AL'°IN`Y SUBSURFACE SEWAGE ,DISPOSAL SYSTEM
IF ACCOMPANIED 4IM THE ORIGINAL SIGNATURE
AND DEAL :E ALAN ✓ XEUREL$ P.E.
I ET
WcICIA819-2
V JoIE
WRd° } MAUK, BOUCHER AN HEUREUX, INC.
SKIN NOTES CMLIENVIRONMENTAL _ENGINEERS AND LAND SURVEYORS
c2ma
648 AMERICAN LEGION. HIGHWAY WEST➢ORT, MA 02J90
TELEPHONE (508) 636-5905 FAX:.(508) 636-24]]CONTACT PERSO��N!( {IEUI$IY CHECKED BY GEMDRAWNBY �-TT APPROVED Y.' IXDESIGNED BN s{:17JH DATE.9lRl �3PROJECT NO.: 'EA A DRAWING NO N�'-ol
- IANNA wsnc �.... -
i
HA -
IFIST - .
ola J °frS J LEGEND 2 X,.
2) PER
A .SEPTIC TANK _
DISTRIBUTION BOX HARBAte _ Han
!Z� FLOW
—s FAIR
r00 EXISTING CONTOUR — RAKE
E 100 PROPOSED. CONTOUR _
pWI MET PIT
RESERVE AREA
R _.. NanvE sdlE
a
h __ WATER LINE PLAN VIEW
__. CROSS SECTION
LATERITE BARRIER
�dC PROPOSED WELL EROSION CONTROL BARRIER
I
a r
.SITE LOCUS FLOATING WENOT TO
"W LOT ' c LIMIT OF EXCAVATION
GVJTY.()i.P. Ut-LJLA'rtOFIS_. �`J, A" PRAS PE =n .9Z /L�. / If T ��
6LORK 0.1. _ E,.1 A 15p' = RE, 'E-Pm; tnal �CtJIi/Eti f-T�1Q1 .B-6( —CTSA L.L(JA, 0''T L
SGµ An �RGIL rY A-ILE TIST)k[FUL>_ h,oR �. rNE 111, r_OnIrDJz
MAUjGhHA mu S.o PS RU CIERrL'i. LotiITgH:_ LLCM. ��4 ICIl F:E1/i -
SET OR RD
.RL
ABLE BASE
CMP v
_ - OR CPpPA LARKFL
H /dLEj
PROM F OFW
EI {Ft. DISTRIBUTION BOX
T CA Ifs2
FIN P OF - ) A.? R NARE rR
WE NG HOJSE EIII_i TO OF CONK AND BARBRA
q SOLID HALF ON OR LRAOF ELEVATION
CLAVA OF
FS1ROC ADD 'S P
1 I B '+:6RB NOR TINY FEET i0 )
TCP OF V A ICNJ 6 C RAGE LEF1 A
ELCinnon 1ft9.2 Lti1JNu✓A, fl;,ILAII EH.1R If 'i,ArIIII'A"', L I6111 Tu.e j
TILSIT, I I h� 1,01�dlI'�RAALuL,Jwil +>y v,JsL4dll.wL.6l1 P IIIIIeFLOIURIVTeJLL111,
51 ONE
SLURP T .x
0 - TOPSOIL AND AN A � MIN
2.8 1 7V� O V.IZ d sTu+A 191.3Z
ORCED ` wn ED eor•cIn wE 9. 1
M:
I. eor o LF x'i�r F
in of m n g2 _ET
LEVY " CHIRALCLEAA
._� finSPROTEST LO RSE CLEASAAN ARSE
B x N noe: Idl.o
Q�
ATO DGPPli�0.6'I _4A IS 1 GNO
FATO ABLE ElGuanaN I/. � �
SEPTIC SYSTEM PROFILEI'll LOT SNAE
H.i
SN 2 S i
SECTION A_ A THROUGH LEACHING iR£NCHES
LEACHING TRENCHES
'IT IS STATE
SID le do.o ffC ,P 2 115E0
nV THE APPR A J Cv 1f.
/� .:,
Z.,j�t IEV OOSk
IT
12111-1 4 % ,� _ DOAAD qo ERE i t s
11'.= o .: REQUIRED N i ORPA CH LIGUN.,u
VA- TED
q' � DRIt/EWAI
t ELEVATIONS MUST NOT BE
i CHANGED WITHOUT BOARD
IUCI` *(a K A5 � 3.ao OF HEALTH APPROVAL
w I I I I�t OVAL
y
it`t I ILy7oB h.G -T�nS � �1��
{ % I 1 A�.
ild II Id�A gal'./✓�
i
Ik:
e: OM)Oi/
Sa
b.
5 �[
ARIAS �/ICAfitaJ
LOP
I}j V I4A8
BOARD OF HEALTB.INSD
�j a / REQUIRED WHEN RCA'VAAN.
G
LOT a5
' This System Is Not Designed
1"D - a
For Garbage .Grinder, Whirlpool
Or:Other .High Water Use Devices.
SEPTIC SYSTEM COMPONETS
SITE PLAN SEPnC TANK:USE 1000 CAL TANK AS MANUFACTURED 6Y MANY
CEMENT BLOCK .CORP. OR APPROVED COSRARABIE
9 ARTITE
SCALE B0 R^I
DI$TIil81/TIDN BDN: USE M CEMENT
EN WLO(W COBBMANUFPONRED
SITE BENCHMARK Li'K'l CFiNfP GNLYi 1�Inl By M� cEMENi BLocx qOR ApppoVEn
NADSH A U5 REA UL L L 1,H]s (III FRcn110 DF LOIRAfj COMPARABLE SUBSnn1TE
QI!%i (a3 FJIO (Ah?JMCD}
w .._,
SOIL
DATA
DATE OF LEST
INSPECTOR'_
PERFORMED BY B r
I6I /iaASE
Ito TEST PIT #114
714 TEST PIT
A/ryg
Wrc,. Gob5all_. 24
/JII�OIL
46.7
�In1E
MEoiJ�h
Ml]D JN
S.kA.ID
SDME
OD t
15PDOI w'P
ISk,4
j91
OBSERVED WATER
(,r 12"FA ion 4�-'AC_
TABLE 5 sE c b6/
1
�G \
( 1`Y` '_.o�
BOTTOM E. PERCOLATION
OLD
TEST HOLE: 9!P ffYdkll4)
PERCOLATION RAM
INCH PTP�kCT94P II
JO
PDA1,PER
lO MIA[, �I�CH' (Y7ik 4
At
SYSTEM DESIGN DATA
DESIGN CAPACITY �J BEDROOMS AT III GALADAY 330
yy..
ay
5ALAOAY
SEPTIC SYSTEM DESIGN —AD TRENCHES-'STAE'4£'/LONG,_IPR INS
SEPTIC SYSTEM DESIGN PERCOLATION RATE: 0J MIN/INCH
SEPTIC .SYSTEM DESIGN CALCULATIONS: ( (DOG -r m—AL4)
SID£WALL i LONG X 2 SIDES X1,5DEEP AT 6.05 GPDASF. 12WAS
BOTTOM. `K LONG X IB WIDE X _ 0.3 PDASF _
—��GP
�4,,MM'Y/D
TOTAL SEPTIC SYSTEM CAPACITY-�_�GPD.
SEPUC
ALAN e.. I
EIGH.. NOTES
ENGINEERS AS -BUILT
PLAN; s, CERTIFICATION
STAT:_MENT REQUIRED
11
ARM
CASTIRON OR CCARPLE c TO
AR ADULT
�6R BE rrtll BRICK 'OR MORTAR
CAST FRIC OF CRAPTS ps RICO
A OR LCNLRE
6 OFDUANE AR'�TFAILOW, 'I'MiD 4 1 mcR BUILT AMTIin
�L4LL .LLi- wcuoA
WOF
a L.E.J L la"mlry 4 oener
A SIT OS
' .IOUITL
SET CIA LEVEL LCVEL
STAR OAS!
EL re��SEA � OR CN PROFILE VIEW
SEPTICTAN'IT TO SCOTT
1.) THIS SYSTEM SHALL BE INSPECTED WHEN TH7 LEACHING AREA IS
FULLY EXCAVATED, WHEN ALL COMPONENTS ARE IN PLACE AND AGAIN
AFTER FINAL COVER TO GRADE IS COMPLETE THE CONTRACTOR SHALL
NOTIFY THE LOCAL BOARD OF HEALTH AND THE ENGINEER A MINIMUM
OF 24 HOURS IN ADVANCE OF ANY REQUIRED INSP'CTIONS -
2.) ALL WASHED STONE MUST HAVE LESS THAN 0 2 PERCENT
MATERIAL FINER THAN. NUMBER 200 SIEVE. AS DET;-RMINED BY THE
AASHO TEST METHOD T-11 AND T-27 (LATEST MET!:OAR)-
3.) ELEVATIONS FOR THE SYSTEM ARE BASED ON AN ASSUMED DATUM
4.) THE CONTRACTORS SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE
OPERATED OVER THE .LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING
CONSTRUCTION OF THE SYSTEM.
5.). NO FIELD MODIFICATIONS SHALL BE MADE TC THE SYSTEM
WITHOUT .PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND THE TOWN
BOARD OF HEALTH.
6.) UNLESS OTHERWISE NOTED,. ALL SYSTEM COMPONENTS SHALL BE
INSTALLED IN ACCORDANCE WITH THE CURRENT ED TION OF TITLE V
OF THE STATE ENVIRONMENTAL CODE AND APPLICAPLE TOWN OF
DARTMOUTH REGULATIONS
7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER
LINES, MECHANICAL JOINTICAST IRON PIPE SHALL BE INSTALLED FOR
BOTH LINES FOR 10' ON. ETiTHER SIDE OF THE IN ERSECTION POINT.
B.) THE PRECAST CONCRETE SEPTIC SYSTEM COMPONENTS SHALL BE
MANUFACTURED BY M 8 S.CEMENT BLOCK CORP., FALL RIVER, MA OR
USE AN APPROVED COMPARABLE SUBSTITUTE.
9.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR
EXIT .ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT SEAL.
10.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK 'HALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
11.) ALL PVC PIPE USED SHALL MEET RATE! D 3034-73 SIR 35
EXCEPT INLET AND OUTLET TEES WHICH SHALL BE SCHEDULE An.
12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE
STRUCTURES MAY NOT BE STANDARD LOCATIONS AND MUST BE
SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER.
13.). THE CONTRACTOR SHALL EXCAVATE ALL UNSU"TABLE MATERIAL IN
THE LEACHING AREA SHOWN. ON THE PLAN AND BACLIFILL WITH CLEAN
GRAVEL. OR COARSE SAND .(SEE TITLE V, REGULAT ON 2.17)
14.) A CERTIFICATE OF COMPLIANCE AS REQUIRES BY TITLE V,
SECTION15.02, SUBPARAGRAPH 8, MUST BE OBTAINED BY THE
CONTRACTOR UPON COMPLETION OF THE: WORK. IF AN "AS BUILT" PURR
IS REQUIRED DUE TO. THE. CONTRACTOR DEVIATING FROM THESE PLAN;,
THE COST OF SAID "AS -BUILT PLAN SHALL BE PAID FOR BY THE
CONTRACTOR.
15 ) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE-
. ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON THIS PLAN.
16.) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE-DISPOSALUNIT.
17.) IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT
LEAST ONCE EVERY TWO YEARS
NRtlLDC FARM CSYA'r£: IIIIIA ',I^. ^— -- _PLAT (,� __ LOFL 6P
.pE
MITI
, SmAIlAJo1z SEP-911
E R"� JA 9 MAUK, BOUCHER AND t B ATR
ALAN 1
MEURFUX
ART
CIVIL/ENVIRONMENTAL :ENGINEERS
AM LAND SURVEYORS
648 AMERICAN LEGION HIGHWAY
WES'PORT, MA 02790
TELEPHONE (508) 636-5905
FART (508) 636 2477
CHECKED BY AK A
ij
CONTACT PERSON: DIED )`.A
k¢
DRAWN INS LT1A
APPEOVED Y CI H
DESIGNED ING PIA,.
DAP) Y NG
PROJECT NO.;. 344-1
SACKING NG: SUCII-SAt—
an
yycov / _
«C�Q Si S7 S7 S�) R-I9 Zx8 ib cc.
f