Notice of IntentBENCH MARK
SPIKE END IN UTILITY POLE
J1.-106.19 (A99UMED)
IA,
$ S24.4328'E �
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SPIKE BET IN UTILITY POLE
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RECEIVED..
DOUBLE STAKED HAYBALE LINE DOU BLE STAKE -
�. x, EACH HAYBALE
FLOW DIRECTION •- '
BOARD OF HEALTH STAMPS
CONSERVATION RELATED NOTES: 1
NO THE START
ARE TO BE ROUE ACTT PRIOR
ROAD �� •J
REFER TOLOT/LED AT THE
LLCO SETOF INTEGRITYREGISTRYOF DEEDS.
BY SITE DESIGN ENGINEERING, LLC.. DATED2HR01]THRU I't AND THEEMAIN I OFACE SITE ACTIVITY YTOI' pOTOMSKA
BBl201] TO BE FILED AT THE BRISTOL COUNTY REGISTRYOF DEEDS. AREAS H REMAIN BEEN PE UNTILALL DISTURBED
AREAS HAVE BEEN PERMANENTLY STABILIZED.
-
REFER TOASSESSORS MAP I9,PORl10NOF LOTSB87. ,1�, HAYSM.ES MAY NEED TO BE REPLACED AS
N ECESSARV DURING EXTENDED TIMES TO REM DVE Y TO P OF TOPSOIL TO PROM DE -
REFER TODEED BOOK 10141.PAGE397. .}; COMPLETE CONSTRUCTION ACTIVTIES. FOR A STABLE INSTALLATION - �r, 4 / I
WETLANDS SHOWN AREAS DELINEATED BY VINE ASSOCIATES AND CONFIRMED BY DARTMOUTH CONSERVATION COMMISSION A-1
SITE INSPECTION DATED]112/2D12. LOCATIONS, PERIMETER AND TOPOGRAPHY BY SITE DESIGN AND SUPPLIED TOTHIS OFFICE BY -
THELANDOIANER. HAYBALE ' HAYBALE P.E. STAMP '
t. LOCUS LOT IS NOT LOCATED WITHIN ASPECIAL FLOOD HAZARD ZONE, LOCUS ISVVITlIIN A20NE XAS DELINEATED ON FEW PLACEMENT DETAIL INSTALLATION DETAIL 11 xUB SEPTIC SYSTEM DESIGN PLAN
FLOOD INSURANCE RATE MAP S 2SM514486F, DATED 7/712009. 7N a
(NOT roSCALE) (NOT roSCALE) CHRISTOPHER BOTTIGLIERI
2. SITE IB LOCATED WITHIN AN ESTIMATED HABITAT OF PARE WETLAND WILDLIFE SPECIES, AS OUTLINED ON THE MASSGIS AND AD KE EfTi �
NEW BEDFORD SOUTH QUAD IN THE MASS. NATURAL HERITAGE ATLAS, I2TH EDITION. WOODEN POST F REIR
i clwL PLAN LOT 1, INTEGRITY LANE i
RISTHE CONTRACTORS RESPONSIBILITY TOSECURE ACOPVOFTHERECORDEDORDEROFCONDIi10NSOFAPPLICABLE) AND i a EN'�,"I`"'E"T ' ! ASSESSORS MAP 19, PAORTION OF LOT6 & 7 ''�
/ILL NECESSARY PERMITS PRIOR TO ANY SITE ACTIVITY. PROPEX •SILTSTOPSEDIMENT TOE OF SLOPE
AI /'� REQUIREMENTS:
/'T• I I CONTROL FABRIC (OR EQUAL) ; I IOUL Op` I DARTMOUTH, MA
ZONING (\EQ IREIY/ENI S, �. A PRECONSTRUCTION CONFERENCE, IF REQUIRED, IS TO BE HELD BETWEEN THE CONTRACTOR AND THE CONSERVATION
'AGENT PRIOR TO CONSTRUCTION.
STRESS REINFORCEMENT HAND Kenneth Ferreira Engineering,lnc
DEVELOPMENT REQUIREMFN'iS:SRB -SINGLE RES. 8' S REMAINTATIONFENCINB ORNTAINE SAKE UNTILALL ACTIVITIES
C INSTALLED, AS SHOWN ONANDVEE TATION THE IORTOANYACTMTVAND ARE - P.L :STAMP
ME COMPTED
MINIMUM LOT FRONTAGE .1 2DO.OU ' srABLISHED. , ' .. ,=s ,(�, 1 46 FostenStreet
A
1 S.ANVSUBSNTULSILT ACCUMULATION, CONSTRUCT[ OINLITTER ANO/ORDEBRIS AGAINSTTHESILT FEW CEISTOBEREMOVEO _ I T .' , I + New Bedford,, MA02740
MINIMUM TOTAL AREA _ I 80,000 sq.R BY HAND LABOR DAILY. BX: (5OB)99 ,r
MINIMUM FRONT YARD -N NATIVE SOL - - Phone (508)992-00 - 20 F 23374
�.Oa 7. NO REFUELING OF VEHICLES IS ALLOWED WITHIN 700 FEET OF THE RESOURCE AREA S'MIN. DEPTH � - - KENNETH N Contact Person: Kevin Silva
MINIMUM SIDE YARD 2D.DD' BACKFILL TRENCH , FERREIRA
e, THE CERTIFICATENGINEERING COMPLIANCE ISREQUIRED ATT INSPECTIONS,ETION
REPORTS,
PROSECT.NOLANSTHATMAYBEREQUIRED. VATION I MY
c (� Checked B : Kenneth R. Ferreira Date: 10/7/2013
MINIMUM REAR YARD 20.00' AND THE ENGINEERING COMPANY FOR ANY REQUIRED INSPECTIONS,REPORTS, OR AS -BUILT PLANS THAT MAY BE REQUIRED. JILT FENCE NO. 28716
HAYBALE EMBANKMENT
PERCENT LOT COVERAGEREQ.D 60% INSTALLATION DETAIL APPLICATION DETAIL V.
PERCENT LOT COVERAGE PROVIDED T.8% (NOT TO SCALE) (NOT TO SCALE) LOCUS MAP (n.t.s.) FE1042.1 1 OF2
FFF =111.6
- TOP OF FOUNDATION
ELEV.-110.5
'
FINISH GROUND =107.3 -109.3 (MAX)
4�
PROPOSED CONCRETE MANHOLE RISERS
I B'imml
6COVE0STOWATHINS'OFGRADE
PROIAJSED OBCU(RISER
_
e
1a-_ IKYaO
CMM tiL.__uLuz
INV. EL-10530 -
4• BGH AD P.Y.D. SANITARY
U' BAFFLE
4
TEESTO10487
INVEL=105.05 .
EL=106.64 (mn)
PROVIDED`
•
PROPOSED
GAS BAFFLE '
' '�.
• 4•.
Ir IN. 1. GALLON
SEPTIC TANK
DISTRIBUTION BOX
.
8'LEVEL COMPACTED GRAVEL BASE
e•LEVEL COMPACTEDGRIVEL BASE
PROFILE OF DISPOSAL SYSTEM
PROPOSED VENT
-
5' SAND OVERDID
PROPOSED 3/4' -117 CLEAN
WASHED STONE WITH
.
29
PEASTONE COVER
PROPOSED DISTRIBUTION BOX
2.0' :: -... - - 2D' ---
WITH CONCRETE BAFFLE _
1
IN PROP. INSPECTION PORTS •^O s =
1 1
PROPOSED Y SCH 40 PVC
SOLID PIPE
IF SAND OVERDtG
PROPOSED 4'SCH 40 PVC
PERFORATED PIPE
5.00' 28.00• 5.00'
1.V SO.W 1'a
40.00'
LEACHING AREA DETAIL
Scale 111 _ 1 OI
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1
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GLE OPE
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4- SCH 40 SOLID PIPE (TYPICAL)
END CAPS
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f0
1 aTI-
L COP No OVERHANG TO BE APPROXIMATELY' FOR
IA
9W4
3T. s$
L3N43T
Oat4
-
T
WALL$lO'ORMOREINHEIDNT,ANDAPPR0NIMATCLY
2• FOR WALL! Laos THANIpp NEI3HTIIN A
CONTINVOU!'WALL OF VARTiNe MCIOMT THE
NN
0
1P.fp
1.4Te
f. lTf
OVEBHANS WILL BE APPROXIMATELY 2- TO 3'
FOR THE ENTIRE LENBTI�. r
a4.
24
41.40
1
11.
AS!
L ALL DIM E RDIONS SHOWN. ARE MIN IMUM
t4S
4 JS
Leal
Its.13
S6.
3.PAYM ENTWH.1.5 BASED ONTHE ACCOMPANYING'
4
TABLE
zs.o
44.4o
Ls44
nzas
can
I
:cs
4cu
un
W4sB
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COPING TO
B[ PRECAaT cONCkEtE ON<BANRE OF VNHORY • FOB ENTIB� LFXCTM.
D[RDEPTH
Of LONCKE TE i0 BE TXE AYE <f 'M� WRNN TIIF L1YITf fMOWN�OEPTN,Of 44ANITE To BE As
SHORN ON
THE ILANs, 0* B t >
I
FOR CAAIN
LINK PENCE ON TOP 9:r_I L, THE COPIMB fMALt BE CO}ICR[T[ CAST-IM-
PLACE WITH 4 ONRINYr GEATN OF II: TNC
LCHOTX Of sALYAMILEgPIPC SLEEVES
FOR FENCE POST! SHALL
BLOCK CAPSTONE i I�
HE rHT
IMPERMEABLE FlLLTO � 'REFERTOOf3IG oETAR6. ALLAN B(.00K
MINIMUMTHICKNESSOF • O TYPICA-OTHECR IOW LLAFPL!C=.TION
$M I1Ti omnj F ,v••' EXTECUIREDDLETC,O LENGTH Y FORALLOTHCR OTES DETARS AND
: SITE
U P,EDDJETO BPCriF 1TICNS
SITE OR 9ELAMI1 CONDITIONS W Dt ADED FEN DESIGN ARD
4.. % •'�. 111r (300 mmj ( C RICT:M RE M. RF. SW
CA3` CONTACTALWN-CK+IY L FENCE
'� t'• CORPORATION OR A OVALIFIED LOCAL.
.I '' ENOINEEHICRA$SISTANCE. RAILII
AL,Ay
UNIT BLOCK •I�� �'- HEIGI
EXPOSED .A - / 1NFILL:. IL� -----
WALL HEIGHT f`e RC NEU SO-L IN$TAL FOOLI DR NCPIPE TO BE
. r i• 1q INSTFLLFp GL R-4G WALL
I (`••.- CGJSTRUCTIpTI NF1ER WALL
r? ti CIXJS1RUCIKIN.FOCTFOOTNG
• •• j, WILL REQUIRE NAND E KCA2.ATION
AS TO NOT DAMAGE DEOORID)
^•✓'e -• -WELL-GRAD56 GRANULAR WALL I
ham.', `• ROCKD.25Nj91SYl -
'�" ISCVATORS ID ) •••LF%THAN 13%FINES
EKE
FOR RAIIANO .
CONCRETE, PO^_T FOOTING
„y I -------I
.. -N-. --------- ` --4 CUTORDISPUCE
GEOGRIDARWND + A'
1 COL.R.1N TUBE OR -i
.VY GeOGRiD ?EINFORCEME';T T'r"c ANO
" f LENGTH VARIES PER WALL DESIGN 'r,PVCPPE <
4 .
1
FVJISHEDGRADE •`• I -
GE GRID LENGTH - ALLANELMXUNR�
%./ PIPE VENTED TO DAYLIGHT I
1 A.
-- --
�4M(10J nxN REEL GRAN
. I
PIPE DEP4 P (400 ) TOE GRAN .. - _. - -
Z It t:;_ .. ..0'" PE VE4TFG TO DAYLIGHT---- J
6'iri (150 mm)
{MIN} ' � 12 In (300 mm)
") E~. (MIN} TYPIC. WALL DETAIL i.. -O
NOT TO SCALE
POST
---EMBEDMENT
DEPTH
TOP CEOGRID LAYER
MUST BE lt1MIN THE
TOP 1HREE COURSES.
ITS LENGTH MUST
GCRTIDM THE FENCE
- bCNCKHLIVVItD' '
1. THE SANITARY SEWAGE DISPOSAL SYSTEM SHOWN HEREON SHALL BE CONSTRUCTED IN
ACCORDANCE WTH THE REQUIREMENTS OF 1995 TITLE V OF THE STATE ENVIRONMENTAL CODE AND
LOCAL BOARD OF HEALTH REGULATIONS. ANY MODIFICATION TO THIS DESIGN MUST BE APPROVED IN
WRITING BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH PRIOR TOTPLEMENTATION. -
2 NOTIFY THE LOCAL BOARD OF HEALTH WHEN THE SYSTEM IS READY FOR INSPECTION, PRIOR TO ANY
BACKFILLING. IF CONFIRMATION OF CONSTRUCTION IS REQUIRED BYAN ENGINEER, 4 DAY ADVANCED
NOTIFICATION IS REQUIRED FOR THE INSPECTION AS -BUILT. -
3. CONTRACTOR SHALL VERIFY AND CHECK THE BENCHMARK AS SHOWN ON THIS PLAN PRIOR TO
VENT (RECOMMENDED)
CONSTRUCTION OF THE PROPOSED SYSTEM.
IT MIN.
4. DEEP TEST HOLE INFORMATION INDICATES SOIL CONDITION, PERCOLATION RATE, AND WATER TABLE
(
ELEVATION AT THE TIME AND LOCATION OF ACTUAL TESTING AND SHOULD BE VERIFIED AT THE TIME OF
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH IF GROUNDWATER
7'7
OR PERCHED WATER IS ENCOUNTERED ATA HIGHER ELEVATION THAN INDICATED ON THIS DESIGN PLAN
EL =105.0 105.0 MIN.
5. UNLESS SPECIFIED IN THE BASIS OF SANITARY DESIGN, THIS SYSTEM IS NOT DESIGNED FOR THE
EL =104.5
USE OF A GARBAGE GRINDER OR OTHER HIGH WATER USAGE DEVICES,
EL=103.5 1
6. THE SEPTIC TANK SHALL BE A 1600 GALLON TANK, UNLESS OTHERWISE SPECIFIED ON THIS DESIGN
3,
PLAN, AND FITTED WITH PVC SCHEDULE 40 INLET TEE AND OUTLET TEE WTH GAS BAFFLE OF PROPER
s.a
LENGTH. SEPTIC TANK CONSTRUCTION SHALL CONFORM TO 310 CMR 15226.
EL = 99.0
7. THE SEPTIC TANK AND OBOX COVERS ARE TO BE BUILT UP TO WITHIN 6' OF THE FINISHED GRADE
UNLESS OTHERWISE SPECIFIED ON THIS DESIGN PLAN. '
96.5- 97.5(ATTEST PITS)
Y
8. SEPTIC TANKS, DISTRIBUTION BOX, AND PUMP CHAMBER OF REQUIRED) SHALL BE PLACED ON A 6'
MINIMUM COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING.
9. THE PIPE BETWEEN THE HOUSE AND THE SEPTIC TANK SHALL BE 4' SCHEDULE 40 PVC, OR OTHER
APPROVED MATERIAL AT A MINIMUM OF 0.02 SLOPE (114- PER FOOT IS RECOMMENDED). ALL OTHER
'
PIPING SHALL BE PVC SCHEDULE 40.. ,
10. ALL JOINTS MUST BE WATERTIGHT, SEALED WITH ASPHALT CEMENT OR OTHER CEMENT SUITABLE
FOR THAT SPECIFIC COMPONENT.
11. NO HEAVY EQUIPMENT SHALL BE RUN OVER THE COMPONENTS ORTHE PREPARED LEACHING AREA
DURING INSTALLATION. RUBBER TIRE MACHINERY ARE NOT TO BE DRIVEN OVER THE PREPARED
NATURAL SOIL BASE OR SANDISTONE BED DURING SYSTEM INSTALLATION.
-
12A. SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA SHALL CONFORM TO 316 CMR
-
15.246 & 15247.
12B. ANY EXCAVATION OF UNSUITABLE MATERIAL DESIGNATED ON THE PLAN SHALL CONFORM TO
CONSTRUCTION IN FILL REQUIREMENTS AS OUTLINED IN 310 CMR 15255
. _
13. ANY CLEAN -OUTS AND INSPECTION PORTS SHOWN SHALL FXTENO WAIN 3' OF FIN. GRADE AND
1 1
CAPPED WITH A SCH 40 THREADED CLEAN OUT FITTING. 1 1
•
14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS SHALL BE CONSTRUCTED OF 4' SOLVENT WELD
-
SCH 40PVC, THE TWIN 90 DEGREE ELBOWS COMPRISING THE'U' SHALL NOT BE GLUED. ANY D-BOX VENT
PIPE SHALL UTILIZEAN INLET KNOCKOUT. VENT TO EXTEND 24'MIN. ABOVE PROPOSED GRADE.
15. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY AND WHEN THE
SOLIDS AND SCUM DEPTH EXCEEDS 113 OF THE LIQUID DEPTH, OR THREE YEARS HAS ELAPSED SINCE
THE LAST PUMPING, THE TANK AND THE LEACHING PIT (IF ANY) SHOULD BE PUMPED.
16. UTILITIES SHOWN HAVE BEEN TAKEN FROM RECORD DRAWINGS AND FROM SURFACE EVIDENCE
OBTAINED BY ON -THE -GROUND SURVEY. REPRESENTAION AS TO THE ACCURACY OR COMPLETENESS
OF THE UTILITIES SHOWN IS MADE BY THE SURVEYORIENGINEER VERIFICATION OF UTILITIES AND
LOCATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR WITH THE AID OF DIG SAFE AND OTHER
RESPECTIVE UTILITYCOMPANIES. '
BASIS OF SANITARY DESIGN
BUILDING USAGE: 4 B$di rml House
TITLE V SEWAGE FLOW. 4 BeWrmrnex 110 GPDlWmom-440 GPD ;
SEPTIC TANK SIZE: 1,500 Goffon
GARBAGE GRINDER: Not DeaVrod ToAccoInodBEa a Gar6Rge Ginter
WASHING MACHINE: Yee
PERCOLATION RATE: .Teat Pit T & 3-- v munch
DESIGN RATE: 2MkOnch Clot ISof
PROPOSED LEACHING FIELD INFORMATION 1
BOTTOM AREA: 20 Ft (width) X 30 Ft (length) = S00 Sq.Ft.
DESIGN FLOW PROVIDED: 60D Sq.Ft. x 0.74 GPD/Sq.PL =444 GPD -
SOIL SUITABILITY ASSESSMENT INFORMATION t
DATE(S): 1010120IJ,
PERFORMED BY: K;MN SILVA(
1
WITNESSED BY: CHRIS MICHAUD
.. DEEP OBSERVATION HOLE LOG 1
TP"JELEV.-IIOS)
DEPTH FROM BOIL
SOB
SOIL COLOR
SOIL
OTHE)Y: STRUCTURE, STONES,
SURFACE HORIZON
TEXTURE
(MUNSELL)
MOTTLING
SOULDERS.CONSISTENCY,
(INCHES)
(USDA)
GRAVEL
ova
i RS/S
FRIABLE
FRI BL
W-107 C
SAND
2.SY B3
STAINED COBBLES
BT2'
WED. SANDS, LOOSE, WITH> SD%
T.SYR SA
GRAVEL, STONES, & COBBLES
PERCOUTION OEPTH•43:66'
BEDROCK DEPTH• NONE 100' -
ELEVATION- aS S+
ELEVATION•912
NO WATER AT 100'
ELEVATION • !12
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH•T2'
ELEVATION•99S
DEEP OBSERVATION HOLE LOG
- TPs2 (ELEV.•685)
DEPTH FROM SOIL.
SOB -
SOIL COLOR
SOIL
OTHER: STRUCTURE.S70NE9,
H.H.SURFACE
TEXTURE(MUNSELL)
. MOTTLING
SOULDERB,CONSISTENCY,
(INCHES)
I
GRAVEL
A
B-`C' Bw
Illy"
ANDY-
10YR 5/E
FRIABLE
FRIABLE
STAINED COBBLES
MED. SANDS, LOOSE, WIItI>50%
32-120- C
9AND
2.5YS3
QTY
SYR 53
GRAVEL, STONES,&COBBLES
EDROCK DEPTH• NONE
12a
ELEVATION •S&5
NO WATER AT I-
ELEVAT.ON•BES
STIMATED SEASONALHIG GROUNDWATER DEPTH•
ELEVATION •&25
' DEEP OBSERVATION HOLE LOG
TIP s 3(ELEV.• 107.5)
DEPTH FROM
SURFACE
SOIL.
HORIZON
SOB
TEXTURE
SOIL COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER: STRUCTURE,STONM
BOULDER$.CONSISTENCY.
(INCHES)
(USDA)
GRAVEL.
ARlY
FRIABLE
8-32'
Eve
HOV LOAM
51
OYR S/S
FRIABLE
32.72'
Ct
SAND
25Y
-y-
NO MOTTLES
MGRAVEL, STONES, A COBBLES
STRATIFIED SANDS
PERDDLATIDSAN12
N DEPTH•
U-5a
ELEVATION- 104.8
BEDROCK pEPTH• NONE 120',..
ELEVATION• 9T5
NO WATER AT 12a
ELEVATION• e)S
ESTIMATED SEASONAL IGH GROUNDWATER DEPTH•12a
ELEVATION• 9T5
DEEP OBSERVATION HOLE LOG
. TPA 4(ELEV.• IOSQ)
DEPTH FROM
SURFACE
SOIL
HORIZON
BOB
TEXTURE
SOIL COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER: STRUCTURE. STONES;
SOU LDERS. COI&STENCY,
(INCHES)
(USDA)
GRAVEL ,
e-9a
0
NOOY LOAM
AN LOAM
1WR SB
FRIABLE
FRIABLE
30-tOS
C
SAND
2SYS0
NO MOTTLES
MEDX._ .. LOOSE, WITH>50%
GRAVEL. STONES, &COBBLES
BEDROCK DEPTH•
NONE
102'
ELEVATION!
985
NO WATER AT
102-
ELEVATION..
17. ALL WELLS FOUND WITHIN 2D0'OF THE PROPOSED LEACHING AREA ARE SHOWN.
18. ALL COMPONENTS OF
THE SEPTIC SYSTEM ARE TO BE MARKED WITH A MAGNETIC TAPE CAPABLE OF
BEING DETECTED BY A METAL DETECTOR
1 Ir
130ARD OF HEALTH STAMPS --
BOARD OF HEALTH STAMPS
COP;'!NiISS10N
COHSE tia ION
P.E. STAMP .
SEPTIC,SYSTEM DESIGN PLAN
X DINE,
CHRISTOPHER BOTTIGLIERI
CIvLIR"
PLAN LOT 1, INTEGRITY LANE
No.3sar
ASSESSORS MAP 19, PAORTION OF LOT 6 & 7
3,
.YARTM.OUTH, MA
Kenneth Ferreira Engineering,Inc
46 Foster Street
P.L.S STAMP.
"�"R"Er"
New Bedford, MA 62740
Phone: (508)992-0020 Fax: (508)992-3374
Contact Person: Kevin Silva
Checked By: Kenneth R. Ferreira Date: 10/7/2013
N0.20]1G