BP-1564
THIS Sy";TE,
IS +SOT DESIGNED
TO Aft iViODATE A l>tI�V� GAR;
BAGE
DARTMpU
TH BOARD OF HEALTH
II
10
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l I lZ �3 l4
I1111
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Chan °' be 72..
HEAATT ithoIdt BOARD
I[ Approval c�
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10-a 14-COVER
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CROSS SECTION VIEW r
PRECAST CONCRETE SEPTIC TANK.
NOT TO SCALE
\NAti .r D 5 T
r' The approval by this offic9L
does not guarantee the
effectiveness of any
installation
LLw—j
1Z 7-170 E
f 1 1000 /I D -Box
5QttjQj* 4 QUtlets
PROFIL
NOT TO SCALE
�e-a9'COVER /-11-DIA.COVER
I - TAPER -Mr-
1'-sx-
]- WAL li
D
7310
S*m
Boar of Health Inspection,
Requ red when Excavated
P
1
FOUnd'ation ele-nation
to be verified by
engineer prior to
further construction
LOCAT'10M MAP
THE SANITARY SRUAGE DISPOSAL SYSTEM SHOWN HEREON SHALL EE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS OF TITLE V (OF THE STATE ENVIRONMENTAL CODE AND LOCAL BOARD OF
HEALTH REGULATIONS.
ANY VARIATIONS OR MODIFICATIONS .TO THIS DESIGN MUST BE APPROVED IN WRITING BY THE
ENGINEER AND THE BOARD OF HEALTH rnIOR TO PERFORMANCE OF SAID MODIFICATION.
SOIL LAGS INDICATE SOIL CONDITIO41 AND WATER TABLE ELEVATION FOUND AT THE TIME AND
LOCATION OF ACTUAL TESTING AND SHOiIJLD' BE VERIFIED AT THE TIME OF CONSTRUCTION.
IF CONFIRMATION OF CONSTRUCTION IS REQUIRED BY AN ENGINEER, NOTIFY THIS OFFICE PRIOR
TO BACKFILL OF THE SYSTEM.
• NOTIFY THE LOCAL BOARD OF HEALTH WHIEN THE SYSTEM IS READY FOR INSPECTION.
UNLESS SPECIFIED IN THE DESIGN AIIDALYSIS, THIS SYSTEM IS NOT DESIGNED FOR USE OF A
GARBAGE GRINDER.
EXCAVATE ALL UNSUITABLE SOIL III' THE AREA OF THE LEACHING SYSTEM TO THE LIMN
SPECIFIED IN REG. 2.17 OF TITLE V A1IID REPLACE WITH CLEAN. COARSE SAND AND GRAVEL,
TEST ROLE DATA INDICATED ON THIS PLAN SHOULD BE VERIFIED AT THE TIME OF CONSTRUCTION.
THE SEPTIC TANK SHALL BE A 1000 GALLON ROTOIIDO SEPTIC TANK. IT MUST BE PROPERLY
EA'_'FLED AT THE INLET AND OUTLET ADD SHALL BE WATERTIGHT, JOINTS SEALED WITH ASPHALT
CEMENT OR EQUAL. CONCRETE SHALL BIZ 4000 PSI, 28 DAYS, REINFORCED WITH 616 - IOIIO
GAUGE WIRE MESH.
THE PIPE BETWEEN THE HOUSE AND TIME SEPTIC TANK SHALL BE 4" EXTRA HEAVY CAST IRON,
SCHEDULE 40 PVC, ASBESTOS CEMENT• OR OTHER MATERIAL ACCEPTABLE TO THE APPROVING
AUTHORITY. THE SLOPE OF THIS PIPE .'SHALL BE 0.25 INCHES PER FOOT.
THE DISTRIBUTION PIPE SHALL HAVE A `SLOPE OF 0.005 (OR 6" PER 100 FT. LENGTH).
Dartmouth Boatd of Heam GRADE OF THE FIRST FLOOR OF THE iHOUSE IS APPROIIMATE; IT MAY BE RAISED BUT NOT
12 7Z'Sfi
LOWERED WITHOUT THE CONSENT OF THE M#GINEER.
NOT TO SCALE
ytZAD£ THE DISTRIBUTION BOX AND SEPTIC TANIZ SHALLBE PLACED ON A 6" COMPACTED GRAVEL BASE TO
�I pvCRS• (j PREVENT HEAVING OR SETTLING.
=74., r,oT� a Ntovi r1i t` 1�,�„ RiA` LEGEND
►•3�j 62� I. I r I� Y 4�^ - EXISTING PROPOSED INLETS AND OUTLETS OF THE SEPTIC TAnIK AND DISTRIBUTION BOI SHALL BE MORTARED ONCE TEE
� ALL �- DI �� � 1 ` 4 �_ � A 9 r SEVER PIPES ARE INSTALLED.
-- FROf"\ LF,GCHiN CG F i-.t_;�, i — — - Contours l Z
0 1 e v e af Lf CONTRACTOR SHALL VERIFY AND CHE= BENCH MARK AS SHOWN ON THIS PLAN PRIOR TO
AN v !t'=51 R 1F t� ;t r' ; ? o O CONSTRUCTION OF THE PROPOSED SYSTEM..
Spot, Elevations
C F .� p PLUMBING IN THE BASEMENT SHALL BE (LIMITED TO A WASHING MACHINE SINCE THE INVERT OF
i E . Property Lin® THE OUTGOING PIPE IS HIGHER THAN THRS FINISHED BASEMENT FLOOR.
1 Building o ssi net
:50
Edge of Road
f �I�
— — — — 15� ' .•4 Stone Wall�' ''90 $ t�lace�Nc `�
NUMBER OF BEDROOMS
O Iron Pin s�1 6: 3 YOUR DRAWING MUST BEKEPI
TP'}2 t i GARBAGE GRINDER: ni c ru i
3 mot_ K qFl l AT THE BUILDING Dlit".9% THE
ESTIMATED SEWAGE FLOW: PROGRESS OF THIS WOIi'E. RESERVE. - Deep Test Hole
SI P SEPTIC TANK: 1000 BOA APPROVED PERco TION RATE: Iu Mfrt Prq I', ,_ H
�� Footing Drain — — — — — — — — _Of
$E�LTEESIG RATE: f o r ., �, PER r c Evit.Dnlii'a Zi%iTri .T
Dat
Leaching Trench e jL_
�� LEAC Mr. AREA PROVIDED: 4o"X 15'1= a00 T:-r Town of DCLrtlu0�
• !�
TP- '
Solid Pipe 70 oTA SYSTEM CAPACITY: 1000 FTI�D7
�X •55 G,FT2= 330 GAL 11>Ay
DAR Tg
TESL' HOLE 1. OAT1
WHITE ORK / —
7 7./
`--•� T'�S7 T'«Y.C_Pa 4 - 4 - 85 TO\.,lRt Iil15P"t,�T`�iR — Lk.F Ti-..1 PP
— STD I OLDS 605TON ENGINEERING-'o1-j- LYMER ��
T -'T PIT Z
o' - •1 4 _t f� ; AN►5 t�(; ifl- . 0; _ t ,. ! L Re-
r/00DC0C 0 4= 4�.,FINE -0MED. 5RNL)II�!Aa1^/���4>� D,4V','D STEELS
L Xc
1
4, o o'. e O • •O . p• : o o' . •, o, . o ; o -
:1-
INN EL- 71.5
15/ EL. 71.0
C'
T1-
IAA)c Crti� EL. 67.0
(FzUST� —
1,
SOMt_ SILT WITWI SILT �'11.71,
CLL< ,N FINC TONED 5AND RUST A� 48„ LOT I WOODCOCK; ROAD DARTMOUTH
/ �Ala OF ! W AT ER AT 4 Ga \A/ AT F R, ►i � � � (o " I
VV o KENN'ETi+ T E- S T T`At�,F_N Ate"q.
`} 8
f .. S CERPuiiv. �� 110�. ��jµ OF,y,� RATE 10 MIN�IN 1 ti
C1���rDs#an nginEErin CII_1nr_
6¢ NO. c371f, JO.HN �� ON THE BASIS OF NY KNOWLEDGE, INFORM:TION AND BELIEF, Z
9fCI57[p�� 31 F. CERTIFY THAT THE SEWAGE DISPOSAL SYSTEM SHOWN HEREON 172 WILLIAM ST. NEW BEDFORD, MA.
/p S LENARD y HAS BEEN DESIGNED IN ACCORDANCE WITH TITLE OF THE �sii 1�9%-s4io
qL N0 26695 O STATE ENVIRONMENTAL CODE AND LOCAL BOARD F HEALTH
RECULAT NS .
Job Nu>►P ben O tj L 3 ►: F? Draudng NO.
NAL`� SC13ie: 1 '" 30' BY: K_,t-, F
PR S IONAL ENGINEER D TE zhim, `5 ;C'i ? 5 0 8
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i_ SCALE !
r APPR(jvED By DRAWN ov
DATE.
REviSED
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foundation Ai-vat4n,"
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;i to be verified by
V-6-- engineer prim- to
further construction
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YOUR DRAWING MUST BE KEr
"ING
AT THE BUILDING DUR THE.
%� ��,�t �? 0 �D //1 J}� '�Q �r� PROGRESS OF THIS WORK.
summm Dpinir-
Town of V*dmcully
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SCALE APPRO'AD BY CA XWN BY
t LA
DATE RE vASEQ
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erif ied by A
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to be v
CEILUNT G T-R S
`r
engineer prior to
YOUR DRAWL !G MUST BE KEPI
fu rther construction, 1A AT THE BUI I NG DURING THE
c/. PROGRESS OF THIS WORK.
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DATE
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DATE aEvtSEC
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DATE kEWSED
DK4 h1N(� N,, MBER