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6" LOOP 5 -6 MAX
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(MIN.) CON' TO S
MIN.
FlLTER FABRIC SHALL (MIN.)' �
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EXTEND 6" BELOW
EXISTIN"O SERVICE r 86
EXISTING GRADE BACK- J�
FILLED TO ENSURE
PROPER 'SILTATION ,+-
CONTROL VARIES1 6"
SILTATION CONTROL BARRIER CORPORATION sTo cBSTOP R U0 .<
NTS WATER MAIN 0 �/�..--L.00US
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FILL
(A)
SANDY LOAM
(B)FINE
SANDY .LOAM
(Cj )FINE
SANDY_ LOAM
_STAND1N�
(C2)FINE-
MEDIUM SAND
0"
59.0 . .•
76"`
58.5
98"
-56.0
150"
54.0
52.5
154"
52.4
156
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DESIGN DATA PERCOLATION RATES, 14min./!n. PERCOLATION 'RATES: .6min. In.
MOTTLING 116 EL 56.0 MOTTLING 80 EL= 58.1
f - DESIGN PERC: 15min./!n. Class II SOILS `
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L
� �. PERC ATI � CL. ON TEST PERFORMED
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• BY. CORREIA S ENGINEERING DESIGN FLOW... 36R. x 110 GPD/BR = 330.0 GPD> : :
SOIL- EVALUATOR: RICHARD C. ALVE5 Jr.
or. MIN DESIGN OF 600 Sq. Ft. ;
r
BOH INSPECTOR. CHRIS MICHAUD
5 ' <� i / f Allc LEACH AREA. 20 W)x30 L LEACH FIELD
6 59 ( ( )
CALCULATIONS: 20 x30x0.56gpd/s.f.=336.0 GPQNOTES:
GENERAL •
vy �, ,\ i / 1. ALL WORK MUST BE IN N H
•� � � � ,. f �.-COMPLIANCENTH THE MASSACHUSETTS DEPARTMENT OF
SUPPLEENTALNOTES.
ENVIRONMENTAL REGULATIONS`31 M -
0 CMR 11.00 & 15.00 (TITLE �V} , -1
,, A
�AND ANY LOCALBOAR F H •. D O HEALTH REGULATIONS.
2. NO MODIFICATIONS SHALL BE MADE TO THIS SYSTEM WITHOUT PRIOR WRITTEN
{ % -BULK HEADS & CHIMNEYS ARE PART OF THE FOUNDATION.
. , APPROVAL BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH. _ •
-' \ 1 MINIMUM DISTANCE FROM SEPTIC 'TANK TO FOUNDATION = 10.0
j' 2 . 100
l �/ MINIMUM DISTANCE FROM P : 3. ENGINEER AND: THE BOARD OF HEALTH
r ,i` /. , ,►1,� O SEPTIC .SYSTEM TO FOUNDATION 20.0 . MUST INSPECT THE... COMPLETED SYSTEM • • •.
PRIOR TO BACKFILLING.
PROPOSED / \ i p x. � �lf� -UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE -ONLY AND ARE TO BE
1p 4. ELEVATIONS SHOWN ON PLAN ARE BASED ON AN ASSUMED DATUM:
DRIVEWAY - 0 ,� U, Ln VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION.
j O\,. y, / o ,
5. HEAVY EQUIPMENT SHALL NOT B RUN N
P 05ED / � F,� ', �' c� �,, o �: 11,1114P 2 5 f_ C � � _
E U OVER `THE DISPOSAL SYSTEM.
PRO / 6 - o .-ALL '
� .. \ � ! _ o LL WELLS WITHIN - 200 OF •PROPOSED -LEACHING FACILITY ARE SHOWN.
\, 3 BEDROOM � l!`Y ,� ., � = •
6. ALL UNSUITABLE SOIL IS TO BE EXCAVATEDFROM 'THE LEACHING AREA
DWELLING / �,
AS :SHOWN ON PLAN, "AND BACKFILLED 'WITH °CLEAN GRAVEL, `COARSE SAND
P TO fig.00 '.
-AREA OF WORK WITHIN 100 BUFFER ZONE�4,000 sq.ft. _
AS SPECIFIED IN 310 CMR 15.255(2).
�\ /
RIES r CC1
(VA ) 'SAP 25 LO 3 " 4 ' D 7. WASHED CRUSHED STONE SHALL BE FREE OF" IRON, FINES AND DUST.
T ' z
30,288 Sq .Ft. 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL .BE MANUFACTURED 'BY J&R PRECAST
o / / // ; ' OR APPROVED EQUAL, AND INSTALLED PER MANUFACTURES SPECIFICATIONS.
GROUT SHALL BE USED TO PROVIDE- A WATER TIGHT SEAL AT_ ALL JOINTS WHERE 'PIPE f
MENTS
ZONING RE UIRE ENTERS -OR LEAVES A CONCRETE STRUCTURE.
Q •
' / 9. OUTLET DISTRIBUTION LINES SHALL BE LEVEL FOR A MINIMUM OF THE FIRST TWO FEET
I \ i
GRANDFATHER SETBACK REQUIREMENTS: ;' OF , THEIR LENGTH AS SPECIFIED IN 310 CMR 15.232(3).
\f ✓ / / ZONING IS , SRB - SINGLE REST B ' 10. A BOARD OF HEALTH CERTIFICATE OF COMPLIANCE AS REQUIRED BY 310 CMR `15.021
MUST BE OBTAINED BY THE CONTRACTOR • UPON COMPLETION OF WORK:
MINIMUM FRONT YARD � �i 20.00'
--20 •= MINIMUM SIDE YARD 10.00'
11 • DISTRIBUTION :LINES TO BE CAPPED AT OUTLETS.
i.
� MINIMUM REAR YARD 30.00'
12. THIS SYSTEM I5 NOT DESIGNED FOR A GARBAGE GRINDER.
�•
13. NO BACKWASH. FROM WATER PURIFICATION OR FILTRATION DEVICES SHALL BE DISCHARGED
MAXIMUM % LOT COVERAGE 50%
/i,2`1i �i INTO ANY SYSTEM REGULATED UNDER 310 CMR 15.00
So
pCC4g �� 2LAN-LEGEND•
S88'Ol'S0"W 4` P.V.C. PIPE SCHL 40 (TIGHT JOINTS) SEPTIC TANK
PERCENT OF LOT COVERAGE ._ .. M
�b 7 4 P.V.C. PERFORATED PIPE SCHL. 35
DISTRIBUTION BOX
MAXIMUN LOT COVERAGE = 15,144 S.F. - -
56.r- �56 EXISTING CONTOURS
MAP 25 LOT -HOUSE = 1455 S.F. TP
DCC50 --.0-- PROPOSED CONTOURS TEST ,PIT
-PROPOSED B.T. DRIVE = 1,194 S.F. PROPOSED WELL
® RESERVE LEACH 'AREA
TOTAL = 2,649 S.F.
PERCENT OF LOT COVERED: - W WATER LINE 4& PROPOSED WATER
PLAN SCALE: 8% < 50% O.K.
BOARD OF, HFAI ''• _ "ent
Y Building, Depart",o' 0,402747
!1 SiaL. .'� j';�l / r /ti w r i �/ l x f - T n ; > i x�r rh I .- 17a1't
1 =20 _ . ..,:yr�:-.•,�:. : k�,/' x. , y ;.; >.� .� �X✓✓" �'�_x✓ �r.1`�,.,x,i� , i �- r , a'�" 2" j'j'l,�u 9399 � -
- 1 Dad oad ti• P.O. Box FAX 508.999 0738
C` MC 1� I L.r_ i_ Min, 400 Slocum x
50
8-999-07.2`0 --'max T
2' _ceo v o c`,c oe..'co° ° c�•° o`. WASHED USH D TONE 1 -1 °e r✓`,!:°` � ivlE'v�'`
o 2" ZprhvGg i
STONE. c) U v Oov Izy,
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Lot.'
41 69 6, 4
PROPOSED SubdivisionNar"e
TOP OF FOUNDATION 20' o,�ner'sName'i;',
ELEV.= 68.00 BOARD OF Designer: �� �� Surveyor❑ `
(VARIES) TYPICAL LEACHING FIELD X--SECTIOhI contact person:
Apo fessional En$eer
Not To Scale -.' �► er>s Specialty
TOWN 0y DART141,0
• Design
that ❑ 2000
67.0 66.5 65.5 ZONING REM EV Sanitariana O July 27,
• Any Chengen f"u - -
\ 65.3 Be ResUbir!rmt c:\wpdoes\forms\zonerev.lab -
OR
SEE REPORT
- - -, -
15' MIN.
Date cl Rev1
\ \ \ \ \ . \ .-\ . \ r\ / B
11 (MIN.) :, " _ „ - „
2 1 4 1 2 WASHED STONE 64.30 \ / 64.3 MIN.
6' 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0
...
} 4 s L 4o PVC 3' uouro LEVEL 4 scHLE 40 PVC O o_o_b_o_o_o_o o ;��o�o�o�o �\ P.E. STAMP SUBSURFACE SEWERAGE DISPOSAL SYSTEM
IO. 4 DR 35 PVC + 4 SD 3 P 0 A E PV rir " 63.$0
TOP OF BASEMENT a 64.86 ' I� .. O O O O O �6" - 3�4" 1 ^1 2" WASHED STONE O O O O O /r, 3' DARi OUTH, '
_ IN A
FLOOR EL. 60.6 '" ( t -TT1= 113 O O O O O I / O O O O O 63.30 \ �A�lN tJI
'+ 4 P.V.C. SANITARY TEES -
. ', s4.00 30t r\ WNER/APPLICANT: MARC FOURNIER
ra 64.64 4 min. 1 a eago M. 0
1500 GALLON 64.17 5' (TYPICAL) NHORA
100 HILLMAN STREET
PRECAST CONCRETE y
{� �- `• s4.39 � NEW BEDFORD, MA. ,
2.5' ' • r • t SEPTIC T ANK C3
LOCUS: MAP 25 LOT 3 ROCK- O-DUNDEE ''ROAD DARTMOUTH' MA. .
DISTRIBUTION BOX 4.0' LIMIT OF '
58.1 TP 102 I •.., .,. I �, � LEVEL STABLE. BASE EXCAVATION At
CorreiaG S
Englzneer%ng Inc.
bo
6" CRUSHED STONE ON MECHANICALLY ruw svR �c
COMPACTED LEVEL STABLE BASE
P r L. S. S T P- a C�EnnjU Street
59.3 80" FROM CONTOUR ELEV. 66.00) South Darfrrnoutk 11A. CYM '�°'"' �►.�60
,�`: sr�,Vnrsrru►� -
TYP AL PROFILE OF. A SEWAGEDISPOSAL SYSTEM 54.ot
Pm (aoa) e7e-aw As-Bvnr Puys
Joserh Z. Correia III Fre& k roorph 8. Cor14a IP• YP.
NOTE: not to S C a I DATE: August 17, 2000
While every attempt has been made to avoid mistakes, themaker conriot guarantee against human error, the contractor must verify ail dimensions and details prior to any construction.
Any conflicts shall be brought to the attention of CORREIAy S ENGINEERING INC. prior to construction or excavation. CONTACT PERSON: JOSEPH E. CQRREIA
DATE REVISION BY DWG. BY: PJD FILE :. 00--0105