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T.O.F. = 154.0
10
,if f GRADE = 1 200
r— wv = 149.88
12'
FM MADE
CONCRETE RISER do COVER
IPiV = 14918 u 1000 GdL SPPTIC TAWK �/ NV - 14 f,52
KrN SIZE
4' liAX MOM DEPM
SEPTIC TANK
MINIMUM fOOO GAL
DAb" = BUILDING DEPARTHEIT-
This Plan, as proposed, hss been reviewed for zoning co fence and found
to indicate the intent &such compliance. The applicant/orner must
wheat a certified 'as hailt' plan to determine coaPlfance of the
structure with Zoning plafvwent requirements prior to any foundation
inspection a any r•anstiuction.
a
SIlA11l DATE
BENCH MARK—.
NAIL 6" OAK EL = 151.00
FLOW DIFFUSSORS
Z - 8'x8' FLOW DMSSORS
W14' SMW ALL SDES
U�83 �1
D-
S P
DARTMOUTH BUILDING DEPT.
This parcel has a covenant restriction which states 'Deed
restrictions shall he placed on all lots within the
Su
bdivision so that ill basements, aces crawl-e
or oth
er
her
habitable areas for o residence are located 2' feet above
the groundwater elevation. Such groundwater ele
vation n
shall be determined in accordance with Board of Health
regulations for ground water elevation as required for a
Septic System. Cellos slab elevation required.
TOWN OF 'DAR'i'9011TH BUILDING DEPT
ZONING DIST.: 222LAGE)IFER DIST: fA
F. I. R. N. ZONE C/ je,1,1 Panel #25N51 DS
comment: Dated:
Z.B.A. ACTION: N R ' RED GRA se f
A COPY OF THIS PLAN Ni}ST .IMPARY ANY REVISED PLAN SUSNITTED FOR
EFDORSEKERT j
ri"W�w �Ivo
t1
- 149.24
8,
•LET
TAKEN BY: TIIE=: c 2La'
Z.
-�:
•SJ�1fZl't' $Y: Ski _ P`'7C
�C
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➢ Z tL►M /.7.�j1p'
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9 -TCM
$= r .J3fr ,(
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I
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_
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'i or OME._.3L. - 'iT1(r' r"r
-= •-. ., .,. 3' =�. : a .7r r_ • r�a:�:�. l��z. !fir' - . ,;.:>••- ".i — - '^;a�r��ej�'a!-f;•M',Mk,�, ri, r r ice•,!!
r t ••••- A. �•�•�•�
®®
TYPICAL FLOW DIFFUSSOR or - mu 3-3-93
NOT TO SCALE
r ..nrt
CROSS—SECTION THROUGH SEPTIC SYSTEM
NOT TO SCALE
gs.t is N�
�Ev � .�
Fror Gar cge Gr, n or, VUhirlipool
Or Othic-i gym,,
BOARD OF HEALTH INS
REQUIRED �NEN E MTED N
xcA��rED
)T 18
A= 4 000 \
J�
r'
264.80
l
�"uas1J: �S N: eF
•%� N /I Jf C.NG
ry?yMCrii�:
Cali
f N-\
r
jf
ELEVATIONS MUST NOT RE
CHANGED WITHOUT BOARD
i OIL TEST
REPORT DATA
•TEST-REPORTDATAof
SOIL
HEALTH APPROVAL
WATER TABLE TEST I350 ADJACENT TO TP 118 TAKEN 3-3-93 SEEPAGE 0 58" W1 A. 1' FACTOR
DESIGN DATA
N OTES & SPECIR /ATI ON S
AVERAGE DAILY SEWAGE FLOW (GALLONS)
THIS PLAN HAS BEEN PREPARED IN ACCORDANCE Wii'i THE RULES AND REGULATIONS
OF 310 CMR 15 (TITLE V) OF THE COMMONWEALTH 01F MASSACHUSETTS AND THOSE OF
3
PROPOSED BEDROOM DWELLING 0 110 GPD PER E3EDROOM = 330 GPD
THE TOWN OF DARTMOUTH BOARD OF HEALTH
THE REQUIRED INSPECTION SCHEDULE DURING THE PROCESS OF CONSTRUCTION SHALL
SEPTIC TANK SIZING (GALLONS)
BE ARRANGED BY THE CONTRACTOR WITH THE BOARD OF HEALTH PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
150% AVERAGE DAILY FLOW = 1.5 (330 ) = 495 GALLONS
3 BEDROOM HOME REQUIRES 1000 GALLON TANI�'� (MINIMUM).
1000 GALLON SEPTIC TANK, 5 OUTLET DISTRIBUTION BOX AND 8'x8' FLOW DIFFUSSORS
SHALL BE STANDARD DUTY DESIGN AS MANUFACTURED BY A. ROTONDO & SONS, INC.
LEACHING AREA CALCULATION
OR APPROVED EQUAL.
TRY. 2 8' 'x 8' FLOW DIFFUSSORS hi/ 4' STONE ALL SIDES
ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE SCHEDULE 40, 4• DIAMETER
SIDEWALL: (16' x 2) + (24' x2) = 80'
PVC PIPE WITH ALL JOINTS SEALED WATERTIGHT.
80' x 0.96' eff depth = 76.8 s f.
76.8 s.f. x 1.25 (8 MIN11N RATE) = 96 GALS
ALL WASHED STONE SHALL BE FREE OF IRONS, CLAY OR FINES AND ' SHALL BE
BOTTOM: 16' x 24' = 384 s.f.
SATISFACTORY TO THE TOWN OF .DARTMOUTH BOARD OF HEALTH
384 x 0.63 (8 IUIN/IN) = 242 GAL
THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GaNRBAGE DISPOSAL OR OTHER
DESIGN TOTAL = 96 GAL + 242 GAL = 338 GAL DESIGN
HIGH WATER USE UNITS.
EXCAVATE ALL TOP, SUB AND ANY OTHER SOILS ENCOUNTERED DOWN TO THE
DESIGN 338 GALLONS > REQUIRED = 330 GALlNS OK
SILT SAND & STONE STRATA AND CUT TO 25' FEET FROM ALL SIDES
OF THE PROPOSED SYSTEM. BACKFILL TO ELEVATION = 149.2 WITH CLEAN COARSE
SAND OR GRAVEL HAVING A PERCOLATION RATE OF LESS THAN 2 MINUTES PER INCH
BEFORE AND AFTER C ACTED PLACEMENT IN ACCC�DANCE WITH THE REQUIREMENTS
ENGINEERS AS -BUILT
OF 310 CMR 15.02.(17CONSTRUCTION IN FILL].
PLAN & CERTIFICATION
ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON E EAN SEA LEVEL
STATEMENT REM Ulu
TOPOGRAPHIC SURVEY BY FLEMING ENGINEERING
NO WELLS ARE LOCATED WITHIN 100' RADIUS OF SEPTIC SYSTEM. PROPOSED WELL
IS LOCATED AT A RADIUS OF GREATER THAN 100' FROM PROPOSED SEPTIC SYSTEM.
SCALE PLAN FEET DESIGN IS BASED ON PERC & SOIL TEST DATA OF WESTPORT ENVIRONMENTAL
DATED 7-29-91 AND WITNESSED BY SUSAN GRIFFIN DARTMOUTH BOARD OF HEALTH
60 30 15 0 Z5 15 22.530 60 AGENT.
WATER TABLE DATA BASED ON TEST PIT #350 TAKEN 3-3-93 BY S.A.R.A. ENG.
AND WITNESSED BY SUSAN GRIFFEN OF THE DARTMOLtil"H B.O.H.
LEGEND
PROPERTY UNES _ ` �I \ tl .; _', 4� . . • =:— .�"- 't'
EXIS77NG CONTOURS
PROPOSED CONTOURS _ 96 + _ P esrc;'
J
SEWAGE DISPOSAL SYSTEM PLAN
-e. jV °D IwL NOTM t � - � � - - ;���. ', CLIENT: FLEMING DEVELOPMENT CORP.
F' r":.L,':'H , ° --v.�_`. DURFEE UNION MILL PLACE
THE APPROVAL BY I'IIS FF! = —
D, � � � : � �-� ._ -" ��,8 �^ ' FALL RIVER MASS
c,'� -- I DOES NOT GUARAIsiTE THE : ` / �a
I EFFECTIVENESS (.)F NY
1
TOW* ' �)i : � i` 1' i �`�' INSTALLATIC►N ` t" I) , .! — �.
p _ a _ : • �/ - = : SPECS: PROPOSED NEW SEPTIC SYSTEN
DARTMOUTH BOARD eRD OF EAL H � � S �„ " _ — —
�"`"�', � PORAON OF LOTS
_ ASSESSORS SLAT 4'1 LOT
PE STMO RI.S sr G , v ( Lei— Le) REI) OAK LANE
DARTMOUTH MASSACHUSETTS
N
' �Lt O \`� I t\ 4 I b \
SARA Dcing & Engineering
29 "�Illside Street
Fall F'ver Mass 02720
r08 676-9053
LOCATI ON MAP CONTACT PERSON: .%`IAivIV AINSWORTH 508-676-9053 ,
RED OAK LANE �
N8655'48"E
NOTES: rn
0 = 27*10 41 66.99
R = 175.00' "LOT LINE INFORMA77ON TAKEN FROM PLAN ENTITLED N
RED OAK ESTATES" PREPARED FOR FLEMIMG ENGINEERING
T =' 42.30'
L = 83.01' V PLAN BOOK 2738 PAGE 259 NEW BEDFORD REGISTRY OF �O
cn DEEDS
1 HEREBY CERTIFY THAT THE FOUNDA77ON SHOWN ON THIS PLAN q o
IS LOCATED ON THE GROUND AS SHOWN, AND CONFORMS TO THE `c f
11
ZONING LAWS OF THE TOWN OF DART
MOUTH MASS '� Ni
ss PARCEL SHOWN IS LOCATED IN ZONING DISTRICT "SINGLE w
63� o RESIDENCE A" IX4 w 'i
I CERTIFY THAT THIS LOCUS DOES NOT LIE WITHIN THE FLOOD
HAZARD ZONE AS DELINEATED ON �j o
t�4 COMMUMI TY MAP # 250051 u"
PANEL # 0020 C
`L THIS PLAN NOT MADE FROM AN INSTRUMENT SURVEY,
NOT TO USED FOR FENCES, ETC. cc
Q
N OF
` sr, Zg�� BARRYcp. Cys
Lo
McGEE 6
O
No.34606 ,c
Ocb
A
`ry LOT f6 l
AREA
-- 40.000 s. f.
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