BP-203wR&'
SOIL DATA
DATE: _ t
PERFORMED BY sl'IJFF�D WITNESSED BYyjewoy i"1ewop_4?50N
TP 140A 1011.6
TP W-0 rg1.4 TP 3
O -
p
OQ,G� lG
OP..GN.I IG
�Ec�Y,
�EcAY, j
SUg?�Ol1.
Low, i
Tc HT
T11: L
TIGHT
s4" 184.6
51 LTY
P ol� EY
TI
SA�10,
90" goNEY 183.9
GeAVr::L,
G2AVEl.,
SILT
SI L"T
Igo" n7.00
IEou 1 178.4
Fe2c e 138"
Pep_,Ce, 10811
I" Ire 4 I kIQ.
2ATE: I" IN Io wJ.
NO WPATI:(?
No WATE2
>__QCoUNrEa_r__D
ENCOUIIlTeF_-p I
TP
5' DIA
CUTLET
TP
TP
I I,
4--10-'
___�
i
J L
PLAN VIEW
4"U'VER -18' MA COVER -10-CIIVEP.
I- TAPER --"' ^►
-4
9..
3' �..
5 L ,•
i
i
CROSS SECTION VIEW
SEPTIC TANK
NOT TO SCALE
L11.7 I nIL-)U I ILJIN QUA
NOT TO SCALE
6
_ 3-
3 5- DIA iNLE7S
END VIEW
LEGEND
--- 100
EXISTING CONTOUR
10 PROPOSED CONTOUR
-Y'
PIPE INVERT ELEVATION
TEST PIT
of
SEPTIC TANK
DISTRIBUTION BOX
W
PROPOSED WATER SERVICE LINE
'
OBSERVED GROUNDWATER
TABLE ELEVATION
RESERVE AREA
PLOT PLAN
INT qt,
A
n As Built Survey n. urt bo ti T111.2
ub`ail`tl to the i r less I�'.tl�I
27
apt • Prior to c�^� ; for
tx found^tion cr T ormn of ro'tnt-Ah �,�� �e
CAMI PAC11"ILIG19"
FINISH GRADE
FINISH GRADE
P-I M O'F OMH C EGVCe Of
PP.V e1Ar-- NT IN
of L.CT 10
E'L,I;V. = tg0.6oq
BOARD OF HEALTH INSPECTION
REQUIRED Vi"HEII EXCAVATED
This System Is Not Designed
For Garbage Grinder, Whirlpool
Or Other High Water Use Devices.
�1aTI✓ ?*46,e McFeeTY LINE, ToPOG(ZAP14y p•I.►D
Sot L- VN-fP. 7N:1 .etJ F_20M A Pl.A1..1 SY
SFtlf F029 E--W Cam. -FHE 2EFoP.E S1'jTcC, (14C .
GA,N N oT G, vAe A>JTL-E THE P•CCU R A.-_y
o'F '�H15 111�ot2N�ATlo>'.1.
GAhT I?_0w C 2 cowcee_TE COVEfZ tau(t,T-L)P
-ro WITH IN Co" OF 5:I1JISH GIZADE W/ 82k.e.
LIMIT ov �. r �,_ 011
1 F>CcAVATtotJ
10'
- lam'
SEE NOTE # II
p W Wfez Tih3LIe
N��,UM6D F-L . = O 8 4
_fH 12_0 L{✓A.GH IN3& t�tr
N01 TO 1516plue
DESIGN DATA
P�QG 12A'f�: � `� Itl 10 MIIJtrj�s
D'9:51& M FLOW : 3 SpQ MS. >c 110 CjP•D/ f3D2A. = S2 0 (CAP D
esQu 12 ED
J�S' f eM 13IIcSwi : Ut2e: I PlT 14.5' )6 , .lolly' UEEP
yi 0r WALL, : I •Prr 14.5 O x 11Y x E .CoCo' ve-C-P x I •oo cvPD
ecrf' mA : I PIT 7.2m , 7. 252x'ir x .5 1= 90 GFP
ELEVATIONS MUST NOT bE
CHANGED WITHOUT BOARD
OF HEP LTH APPROVAL
DWELLING I ELEV. = 1114.0 OVER TANK = tg2.5 FINISH
TOP OF
FOUNDATION
EL : o.ol ---
1.000 GAL. F
REINFORCED CONG
SEPTIC TANK
:. ...:: . �;.'.,.• • - •.••v.•-. a ��,,
ENGINEERS AS -BUILT
PLAN & CERTIFICATION
STATEMENT REQUIRED
648 Gpv
PROV 10E-_D
G tZADE OVEN
-- ----- -- ----------- 1 S T LENGTH TO p IT = �(, . 192.3
BE LEVEL
"••' I GlO.1x(p e e .
6' I I LLI�JIti C.:: EkCAVATtot�l
LEVEL STABLE BASE ••,� �--4 4e, aep� (s�� CT`> P-�
_ e I
SYSTEM PROFILE
NOT TO SCALE p \N TeV_-1A,t31.E
Az�-rnED E(.Ev. = 17&4
4" I N t.�,-7
T
A
i + a I f
I
o
e aAo ,
A k
O
No-( Tb �iGAt�
GENERAL NOTE-)
1_ THIS SYSTEM SHALL BE INSPECTED THEN LLACHING AREA IS FULLY EXCAVAli'D
AND WHE=N AEL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY fOR
INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
2. WASHED CRUSHED STONE SHALL BE FREE OF ALL QIRT, DUST AND FINFS.
3. ALL ELEVATIONS ARE BASED ON M•4o.G. ELEVATION DATUM. E,
4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO 0(''.RATE= OVER THE LIMITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE CURSE OF CONSTRUCTION
OF THE SYSTEMS.
5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPO>AL_ SYSTEM SHAE_I BE MADE
WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINI_`'R AND THE LOCAL- BOARD
OF HEALTH.
6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL_ BE INSTALLED
IN ACCORDANCE WITH TITLE V OF THE STATE EN`�IROMENTAI_ CODE AND ANY
APPLICABLE LOCAL_ RULES.
7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES,
MECHANICAL JOINT CAST IRON PIPE SHALL_ BE INSTALLED FOR BOTH LINES
10' EITHER SIDE OF THE INTERSECTION POINT.
8. SEPTIC TANK, , ETC. SHALL 'E MANUFACTURED BY
A. ROTONDO & SONS OR APPROVED EQUAL.
9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LFAVE ALL CONC-JITE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
10. ALL SHIP_AP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE G_ASkETS
OR ASPHALT CEMENT.
11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHIN3 AREA AND BACKFI,LL WITH'
CLEAN GRAVEL- AND COURSE SAND.
12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT: 2.8 OF TITLE V MUST.
BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF `IHF ABOVE WORK. IF
AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE
PLANS, WORK FOR SUCH "AS -BUILT" PLANS SHALE BE COM`'ENSATE:D FOR BY
THE CONTRACTOR.
13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DIS'OSAL UNIT.
I,o�( I l , Cc�uNT�'{ �Ar��IGN isTA�fEs, Jrm
B.o.H. sT P�F_� j p 'L IENT:
IECAR of ICE ALTH
Date /
gy
TO N of ,aA U%
STEVEN D. ekL
f C-IOIQSA i
CIV"�'
oL
m No.32165
� ���T� � a a•
/A1:::1 r_ ri U mot' VV
SUBSURFACE L SEWAGE
a`
DISPOS L SNE'STE
B.O.H. NOTES
P.L.S. STAMP
contact: arZl,p,,�j LE:VicSQO�
THE APPROVAL $Y
ALGUARANTEEByO
OFFICE
13 Wefby Road
DOES R'OT
THESI
EFFECTIVENESS
Naw Bedford, MA 02745
(508) asa 21 zs
Civil Environmental Eng
OF ANY
and Ineerinc'
INSTALLATION
Land Use planning
DARTh'011TH BOARD OF HEALTH
VA T E: jol) no.
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