BP-61598SECTION_&- INSPECTOR`SREVI ]V/CDMMENTS
1. Date plan reviewed: NOY 0 4 2010
2. DENIED (see Project review worksheet):
Date:
3. HOLD
�
Reason: .� lC�
Date:
4. HOLD subject to Zoning Board of Appeals action:
Date:
Comments:
Inspectors��n Signature
Da�uV 0 4 2010
LfCANTNOTIF€CATION
Applicant informed
ooffabove: Date / (� Time:
Clerk
/
Comments: h J
e,
Less Application Fee: $25.00
Remaining Balance: $
Total Permit Fee: $ 2 S1_
Other $ Amount $
TOTAL FEE: / Z Z Gross Area - New Construction total sq. ft.
Gross Area -Alteration total sq. ft. JG0.4 #2
— 'fad
Permit Issued to: 1&5raazt"I-e4-A&21•--
'
7 +1
ILr
f
LT_ r.OhlffidEtS/SKFCEiESa<_nc
wit
Page 4
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RESI®EI4TIAI. ❑ Approval in Part (Per 780 CMR.5111.13)
$25.00 APPLICATION FEE IS NON HE -FUNDABLE & N®BN TRAiNNVERAH1,F
r, €
?'GE,IVED
,sO
DARTMOUTH BUILDING DEPARTMENT -
�'; 400 Slocum Road, P.O. Box 79399
0lfifiJ
T ?�
i "_ Dartmouth, MA 02747
`a<
(? Y
"+ Phone: 508-910-1820 Fax: 508-910-1838
www.town.dartmouth.ma.us
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING'
=' x=THI3SEGTIONFOR-OF ,FICA tJSE01dLY w „;i
gA
RECENEDBYn
BU1tO1NtxPERl4tiiNtJN1Bf -
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DATE+S�iTTEO R {
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OK 70€SSiJ SIG�A7UYr� , . d 'A E�
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H DLLO NG/(G�NC€E UCF7rBEN0 If``iEC7°" i`�i:, � fp�� i
'_,.=:— i -..h. r# . ._� x, ..�..:5 �� per. .:.,,1 ,:�. ..a v.. x�c:.._._ ..'.....0 .. .�. .,I tI, A• G,i.::.
�} �-"`��i7-�i��'arii`of�•+° Qa7d�f�r� '" s.-�'4` �&1� , "� �5'�' 3�'+='Etec-`-. ,:, e�ig,��e�c r1r.
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Zoning Review: Signatur Date:
v
[ /
Energy Report: Signature: Date:
Fire Chief: Signature: Date:
Board of Health: Signature: Date: _
��99"�
onservati/R� on Commission:' Signature: ,X/ii'(�,L�L%C Date:
1../-
Other: it, Signature: (//[ �% r[%py-( Date:
Brief description of work being performed. 6r, r �.
SECTION'fITE INFOFf14TATION„ '""`�
1.1 Property Address: /<:� .% 1"1114 4 M %n/A 1 , 1.2 Assessors Map & Lot Number:
Lot Area (sf.) �r b'� C Frontage Map._ r? Lot A3 -
Required Provided _
Front Yard I 1.3 Historical District ❑ Yes ❑ No
Side Yard Rear Yard Year Built /900
❑ Altering more than 25% per side of building
1.4 Water Supply (MGL C40 s54). 1.5 Sewage Disposal System: Has application been submitted to the Historic Commission?
❑ Municipal J Private Well ❑ Municipal ,R On Site Disposal System qaYes ❑ No Date:
❑ CONSTRUCTION PLANS 11 SITE PLAN ❑ ENERGY REPORT
Page 1
L
I
C
E
N
C
E
(S)
RESIIIENTIM
= *' SEGTiON 2-PROFERT OWNERSHIPIACITHORIZEi AGENT " -`
2.1 Owner Record:
,
Rre. /7C
p
[3 /`7jk(I(/ Sl/ �l �//2 �h �"• Q.�1�a
Name (print)
Contact Address Phone Number
2. Authorized Agent: -
Ca&is 0oii l�c� a�8 9�r3wa r
fc�� n�7�i 1=A ca n
2,9()
Name (print)
Contact Address Phone Number
sue SEG7lok 3'- d0kSTRIJ0 ON;SERVIGES" �_ =-
r _
- _-
3.1 Licensed Construction Supervisor/Specialty License . License Number:
Company Name/Contractor Name: f& e A S
7
Address: rJ / L- r v ZIA_
Expiration Date:
Tele hone: y U�c�lj .�U(
Signature: P
3.2 Registered Home Improvement Contractor:
Not Applicable ❑
Are you a Home Improvement Contractor subject to (780 CMR.110.R6)? �Ves ❑ No
Are you claming exemption from the requirements? ❑ Yes ❑ No
+: If Yes, GoJ2 Section 3.3
Company Name/Contractor Name: Xpjg P?;( QyICAR/v C46
Registration Number (if none, state "none"):
/03(.,J ` 3
Address: - / • �ig,
Signature: Telephone:?/ ;ii-? s%O(
Expiration Date: Q-9
3.3 For Residential Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QUESTIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598
❑ 1 am a Homeowner performing a the or myself.
Owners Name (print):
Signature: -
By signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund
Date:
3.4 Homeowner Exemption - One & Two Family Only
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
6108.3.5 Licensing of construction supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individua
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building.
or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Constructioi
Supervisors.
Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section: provides that if a Homeowne
engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor
For the purposes of this section only, a "Homeowner' is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on whit
there is, or is intended to be, a one or two family dwelling, attached or detached structures ac sso o such use and/or farm structures. A person who constructs more the
one home in a two-year period shall not be considered a Homeowner
If you are applying under this section sign below:
Signature:
Your signature carries certain responsibilities, including but not necessarily limited to, general liability
SECTION 4- WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL c 152 § 25)':=
Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this
affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: q Yes ❑ No
-' SECTION S - DESGRIPTION OF PROPOSED WORK (Checkai[ applicabte� , x I W f ="
❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove
❑ New Construction* ❑ Accessory Bldg. ❑ Roofing/Siding Other
y below)
(Energy report required) (Shed/Garage)
❑ Addition ❑ Replacement window/door ❑ Demolition
(Energy report required) No. of windows _ Doors _ (Specify below)
*If new construction, please complete the following:
Single Family: No. of Bedrooms No. of Baths
Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1
No of Bedrooms Unit 2 No. of Baths Unit 2
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other
❑ Air conditioning -(separate unit)
❑ None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
�G1yRA�e,
Description of proposed work: p/-c / ttFgQlLe / p
F v Ti
nRTL�vL� e �L
s..
SEGT.iON 6 =EST 1MkTEII-GOITRffGT10N 5
Item Estimated Cost ($) to be completed by permit applicant
1. Building O� Oct,
2. Electrical
3. Plumbing
4. Mechanical (HVAC)
5 Total (1 + 2 + 3 + 4)
111SECTIQNi7A OWtIRAUTSC?R#ZATION p s 1�
s a -
comp[etedwit 1 bwBer s agenLArcon(ractorappties dr bdfdSog perrnd _ . _
(Please "Pfd nt)
L , as Owner of the subject property hereby authorizeE 77/JfP%fi CA /C�2A fh��id
to act on my behalf, in all matters relative w rk authorized by this building permit application.
r /
Date
Signat o t 'r
as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signed under the pains and
penalties of perjury. C
Signature of Owner/Authorized Agent Date
aye o
Page 2
M
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CONSULTANTS
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RECORD PLAN
Iw
A Copy
his Endorsed
MP A - - • _ _ � x --J- . .� �aWN�RPNY'a� i '
m, `P� W m
:t � r 5, - : - - � - �-�--� -- - -- _. "'• - ---i 1' Rian Must Be Kept On Site
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During C nstruction
i_ _ e Date WA -
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40.V1R F1lS5➢ T - iRU¢18ViCRO1 W1111
'�- � - AlencA,moaa..b..u,FILE
I
NEW PORCH FRAWNG PLAN
wasaawll.nn
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aPIIPOa[ID�MpaR l
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HOUSE FOUNDATION PLAN '� J 60-4 aENovnnoNs voa
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DloM a romLrnENCH
7�
> x a
1152 MISHAI7M POINT ROAD
/ ♦ e. , �a ��//�q{ SOUTH DARTMOITIH; MA02748
NOTE: N AR4GE -' . �a13. ! < O %Q �0 Ncc.�+l �' rs
ae�aan,rvRersaue 7C•7 6� ��b Q 231 „TLE
acan WFMeFwrucn wuFFuwr
6 WL ftILY VA0.RBNWFA �/ THE CONTRACTOR
ELANSAD NWA ZENM TE OiC�'SXS1O1�"`i I j § �-}�o' 1pX Y3 T FOUNDATION PLAN
TH6 CONTRACNSIBLE O TIMRCVFRFY LL PIELDMF.ASURF,M1ff,N 1'S j,e/ ♦ _
AND HE RESPONSIBLE FORTHE{RCDRRECTNESS. eu iFlNEW t� Pi. soi. /� 6RL� 3 {IJ�(,,4�j(y -�
wo�a.usrs Ttiir uaceoi,s //�� SCALE:
o rPub�uw eon nv w.wl. I /O Ayd DATE: M5.10
,ro. n.m�P000e Mnmmac S� .S-y_ r�� j� DRAWN:
nuns.s w� Rowsl»'aawrts nrrnc
REVISED:
ro oalare�„vm errnc roanxis 4l
TCIOPWAIL�yYa . �d6� � � o T ti�
DRAWEVG NUMBER
TGARAGE W Arova�P.00ns,rn 12Z
I'
FOUNDATION PLAN
- J A
�xm
SECTION /il
SCALE: 3/4"=1'A"
TRV POWS4piJMAIU®4. OC.
\STAOEAFD
SILL FASTENING DIAGRAM
➢.EIISORg9MOlw- - `ter
-J P
�
Ar FJ�N PIm ( .
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Ai PEN�m[OF FgWpAKW
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SECTION �z1 SECTION_ ____ f31SECTION3
SCALE:3/4"=I�0" SCALE: 3/4"-1•-0"
OPTIONAL STEEL POST
NLW FPAT STEiS
ON [ONCI(klY FOUNDATION
WISE•SURMA•JONES-ARCIll1'ECTS
v came Smen
Ww B FOM. M mW
TPIFPX@lElJ01)99UWD
FA%(5[(19YIJY93
1Nl�
CONSULTANTS
NOI
RENOVATIONSFOR
mK&MRS. THO ANO ML FRENCH
152. MISHAUM POWT ROAD
SOUTH DARTMOU'FH, MA OZ/48
THLE
FOUNDATION DETAILS
SCALE: 3/4"=1'-0
DATE: 106-15-10
DRAWN: AS
REVISED:
DRAWINONUMEER
-2QZP
ALL FASIOXiX6R
—' b6�AC�NRN53
M04ene W:•
PORCH
- LAUNDRY
LIVWG ROOM
DlT]Q.`GROOM �iANIRI'
BAIX ST
i KITCHEN - v
\ / STORAGE Z
� mA.e�� .iorne�w�us
l �rovDEe ��0
FRONTHAIL
PLAYROOM
FIRST FLOOR PLAN
FxmnNG CONDITIONS
PLANLEDEND
�slnne we as A+e o.c.
WY6®'GW86 VwM=RaeMi
MIY-1t BIm�IWn
wa.«e Nlnll,e,
Rm re.ecw
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meceeww
Wff-JVIUDM-JM-.tLl4fllll:V lJ
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I®2PHONE (5[n Wl-Hli �.
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CONSULTANTS _
NOTES
ex ex
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anoon
I
FUTURE SITTM ROOM
awv
I
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a
e
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Cb1001
pp5E84P1elIiPHTTIIN
- --_-_.
RENOVATIONS POR
�
MR ffiMRS.'i1K1MMASAND III.I. FRENCH
Kn,CHERi
a
neH
\ LAUNDRY
BACKSEAD — uwW elarwc000a�
A
IATPOW7ROAD
' RGViH DARTMOUTH, MA 01746
SO T
TITLE
FIRST FLOOR PLAN
aonav®nrwaaswwuu
NEW POACH
n iww'en'aWmm'irtsc�n�®vNcwcxreuoeweus
SCALE: if4^-1:D"
DATE: 10.1Y10
NEW PORCH PLAN
DRAWN: AS
REVISED:
DRAiVm Nuftn"
wniawsm.5 ---
auoi.Po
A-3
O PRSR•9URMA•RRi6-AR(aff1EC15
SECOND FLOOR PLAN
WIS & MA -JOKES -ARCHITECTS
a. � SMEET
NEW 0EMM MA (Y1]M
I TeEPatmNeom)s�-ssn
I. PA%(SOBJ 9TdNl
I c>gp p
4'xp yr0.x
� ay
CONSULTANTS
NOTES
R WAUONS FOR
MR & MRS. THOMAS A 1 L RRENOH
151M SHAUMPOINTROAD
SOUTH DARTMOUTH, MA M745
TITLE
SECOND FLOOR PLAN
er,r1:.: V4"'- •
DATE: 10.15-10
DRAWN: AS
RMSED:
DRAWING NUMBER
ALl
m W1$g:51Jp{.yJpNpS.ARCWTEC46
WISE•SL MA•JONES-AXETEM
NEW ON)
N NA O$Jg0
PEeePxoxE oonvn�
y�B�P1y
?Y .aC
�RMFaSP
Wes'
CONSULTAi:TS
uwr
RENOVAUGNSFOR
MIL & MIS. THOMAS AND IIIL FRENCH
152MISHAUMPOMT ROAD
SOUTH DARTMOUT%MA 02749
TITLE
PROPOSED ELEVATIONS
SCALE: 11411'-V
DATE: 10415-10
DRAWN: AS
REVISED:
DRAWING NUMBER
NORTH ELEVATION
3P OEiM5MA1J.1MtrvF
WISE SDRMA•]M - ARGUTEM
Jl CEN 51 M
YEW BFDYgU). HR RPp
i ]EIPPHONE(SOI)54Ifi9�
' PAX(JM9JfAAi +r ytP��Y H
�Y
rtraow Y
- WS��C
CONSULTANTS
NOTES
RENOVATIONS FOR
MR. bt MRS. THOMAS AND ]RJ. FRENCH
152 MISHAUMPOAT ROAD
SOMH DARTMOUFK MA 0Z148
TITLE
PROPOSED ELEVATIONS
SCALE: 1/4117 0'
DATE: 10-15-10
DRAWN: AS
REVISED:
DRAWING NUMBER
A-6 O
m WM-SURMA-p—ABGI1TECfS
I
SECTION AA
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Ql�wIIMflP.Pl l4NP.
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WIS&SURMA-]ONES - ARCHITECTS
NEW IIEDPCPD. MA
SEl (M (9M)Wl-591I
FAX(ApJ W 99Im33 6
b.r
r[rie[wo-q pp
1. Y�yCiW-'�Y
CONSULTANTS
NOTES
RENDVAnT FOR
MR&M . TNOMAS AND RI.L FRENCR
152 MISHAUM POINT ROAD
SOUTH DART'MOUTH, MA 02748
TTTLE
BUILDING SECTIONS
SCALE: 1/4'=I'-0`
! DATE: 10-15-10
DRAWN: AS
REVISED:
DRA GNUMREN
A-7
O q�N.yvRNA.RR�55 iYiF;[S
SITE BENCHMARK:
(NAVD 88 DATUM)
BM #1 - RAILROAD SPIKE IN UTILITY POLE #294/27
ELEVATION = 45.50
SCALE: ?" = 40'
40 0 20 40 80
MARK A. BO(
MA REG. NO.
246
3„ id —6
SM %1
UP 294/27
LOCUS MAP
SCALE: 1"=2,000't
FOUNDATION AS -BUILT PLAN
PLAT 7, LOT 23
152 MISHAUM POINT ROAD
DARTMOUTH, MASSACHUSETTS
Ini
-I N OF DARTMOUTH
RECORD PLAN
Copy Of This Endorsed
`en ollust Be Kept On S'
SCALE: 1 "=40' DATE: JANUARY 6, 2011
PREPARED FOR
THOMAS & JILL FRENCH
PREPARED BY
AOUCHER & HEUREUX. INC.
CIVIL/ENVIRONMENTAL ENGINEERS, SCIENTISTS
LAND SURVEYORS AND PLANNERS
648 AMERICAN LEGION HIGHWAY, SUITE 1, WESTPORT, MASSACHUSETTS 02790
TEL: 508-636-5905 FAX: 508-636-2477
FILE: 1938-01 FDN—ASBLT.dwg
LITTLE RIVER ROAD
DARTMOUTH
P
J�
�J
SITE
LOCUS MAP
SCALE: 1"=2,000't
O O O
SEPTIC TANK
O
DISTRIBUTION BOX
- - - - 30 - - -
EXISTING CONTOUR
PROPOSED CONTOUR
+33s
PROPOSED SPOT
ELEVATION
TEST PIT
RESERVE AREA
W
WATER LINE
TREE LINE
EXISTING STONE WALL
-�-
LIMIT OF WETLAND
2
IL
PROPERTY LINE
PROPOSED STONE
RETAINING WALL
FINISH GRADE
4 iy y y
y y
PROVIDE A RISER
TO WITHIN 6" OF -
4" INLET
GRADE (310 CMR
15.232(3
O O_
SET ON LEVEL 6,• DOB-7
_
STABLE BASE (6"
COMPACTED GRAVEL
OR COMPARABLE),
DISTRIBUTION BOX
DETAIL
NOT TO SCALE
FINISH GRADE OVER MIRAFI 140N FILTER FABRIC OR
TANK = 34'0 THREE (3) 20-INCH MANHOLES WITH REMOVABLE APPROVED COMPARABLE SUBSTITUTE
CAST IRON OR CONCRETE COVERS OF DURABLE MATERIAL
BUILT UP WITH CONCRETE RISERS 4" PERFORATED SDR 35 PVC PIPE
r FINISH GRADE AT TO WITHIN 6" OF GRADE THROUGH MIDDLE CHAMBERS
HOUSE = 35.0 (310 CUR 15.228 (2)) 4" SOLID WALL FINISH GRADE ELEVATION A
TOP OF FOUNDATION PVC PIPE = 34 - 33.5
ELEVATION= 36•0
(MINIMUM) (MINIMUM) TOPSOIL AND SUBSOIL BACKFILL
SLOPE = 29 SLOPE = 19,
HOUSE
7/24 #148 WELL?
N/F
RUSH S. & MARION K. SHAPLEIGH
WELL
0 0 0 0 0 :IBM.
0 0 o a o 0 0 0 o a o o a o o a o 0 0 0 o a o 0 0 0 0 32.0
P32.40 CAP ALL ENDS
1,500 GAL BOTTOM OF CHAMBERS (BED) TO BE LEVEL; ELEVATION= 31.5 OF PfRF. PIPES
.65 REINFORCED SEPTIC TANK32 1 LENGTH OF BED= 4 CULTEC CONTACTOR9100 CHAMBERS
32.0 COARSE 1 A COARSE
• o B SE STABLE _$AND BOTTOM OF EXCAVATION ELE✓ATION = 26.5 $AND
HIGH WATER TABLE ELEVATION = 27.5
LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY SOIL ABSORPTION SYSTEM NOTES:
COMPACTED AND ONTO WHICH SIX (6) INCHES OF
CRUSHED STONE HAS BEEN PLACED TO MINIMIZE
UNEVEN SETTLING (310 CMR 15.228 (11)) 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221)
2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT
CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO
SEPTIC SYSTEM PROFILE THE STONE TO THE NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE.
THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND ACCESSIBLE TO
NOT TO SCALE WITHIN THREE INCHES OF FINISH GRADE (310 CMR 15.240).
NOTES:
1. AN IMPERVIOUS BARRIER SHALL BE INSTALLED
ALONG THE NORTHERLY, WESTERLY AND
SOUTHERLY LIMITS OF EXCAVATION/OVERDIG
(SEE DETAIL).
2. A PORTION OF THIS SITE IS LOCATED IN
FLOOD ZONE VE (EL. 25) AS SHOWN ON
NFIP FLOOD INSURANCE RATE MAP
NUMBER 25005CO489F, DATED JULY 7, 2009
J. THE PROPOSED RETAINING WALLS SHALL BE
DESIGNED BY OTHERS.
4. THE AREA UNDER THE EXISTING HOUSE AND
GARAGE SHALL BE CLEANED OF DEBRIS,
REGRADED, LOAMED AND SEEDED.
UP 294/278/34929
DCC4 \ o I N tic ro PROPOSED WELL p h
LIMIT OF FLOOD ZONE / �' / "q' / o S
(SEE NOTE 2)
v 100111 a
Co o / / N
I / / BOULDERS I TOW=37.0W�
i �DCC3/ N 30 33°� I 34
/BM I2 I / I ) 0,350 35g1 1
IIIl �o .1L / / DCC2 / / l l / I / / / / I / .EXISTING HOUSE / 1 3 I 10'
J &GARAGE TO
SILT FENCE EROSION - 1 BE RELOCATED 120' I
III I L / DCC1 / CONTROL BARRIER=
LIMIT OF WORK / / I' 35°
ZONE VE �ll/,/,��I 1 PLAT 7/LOT 23 �1 N I , HOUSE
I I ot / LIMIT OF FLOOD? 3 ) f 3 0 10 0 #152
(EL 25) ZONE=TOP OF / 1 1 I a BSMT=28.P5
COASTAL BANK 1 1
TOW=33.0 33° 35° 34
Ln
300 o f I I N
l i i// 1 �illlll _ 1 1 5 1
BUFFER ZONE I I - EXISTING WELL ITO
i i I BE ABANDON
LIMIT OF FLOOD ZONE
(SEE NOTE 2) 7 23-1 / N/F
THOMAS D. FRENCH, TRUSTEE
SITE BENCHMARK:
(NAVD 88 DATUM)
40 0 20 40 80 BM #1 - RAILROAD SPIKE IN UTILITY POLE #294/27
ELEVATION = 45.50
BM #2 - DRILL HOLE IN BOULDER
SCALE IN FEET ELEVATION = 23.60
C
GARAGE
45° Z�
SLAB=43.0 }. 45
9�
O
7/6
NF
ep�' UP 294
MISHAUM POINT COMPANY, LLC
2 /27A
/34928
Q
N
DRIVEWAY
o I
x
1�
�0 126'
BM J1
A4�9... \
UP 294/27
i I
00 CD
a
M
HOUSE #156
BUILDING DEPARTMENTS NOTES:
SUBDIVISION OR ANR PLAN: NONE
ZONING DISTRICT: SINGLE RESIDENCE B
AQUIFER DISTRICT ZONE: NO
F.I.R.M. ZONE C, MAP #25005CO489F DATED 7/7/09
SPECIAL PERMIT AND/OR VARIANCES: NONE
COVENANT REQUIREMENTS: NONE
OVERALL STRUCTURE HEIGHT: 35 FT. MAXIMUM
IMPERVIOUS LOT COVERAGE: 10%
SEPTIC SYSTEM COMPONENTS
SEPTIC TANK: USE A 1,500 GAL. TANK AS MANUFACTURED BY
BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR
APPROVED COMPARABLE SUBSTITUTE.
DISTRIBUTION BOX: USE A 5 OUTLET DISTRIBUTION BOX AS
MANUFACTURED BY BRISTOL COUNTY PRECAST, INC.,
WESTPORT, MA OR APPROVED COMPARABLE
SUBSTITUTE.
THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVERS
OF AT LEAST 3" BETWEEN THE SHALL BE BROUGHT TO WITHIN 6"
TOPS OF THE TEES AND THE vV OF GRADE WITH CONCRETE RISERS.
BOTTOM OF THE COVERS. 6" MAX. (310 CMR 15.228 (2))
3" 1,500 GALLON PRECAST TANK E
4" PVC 10"
INLET MIN. 14"
J
Z w
J
' o 0
'4 2 PROVIDE GAS BAFFLE)
J (310 CMR 15.227 (4))
SET ON LEVEL'
& STABLE BASE SEPTIC TANK DETAIL
(6' COMPACTED GRAVEL
OR COMPARABLE) NOT TO SCALE
CULTEC CONTACTORS 100
2" LAYER OF PEASTONE--%
MIRAFI 140N FILTER FABRIC OR
APPROVED COMPARABLE SUBSTITUTE
TO BE DRAPED DIRECTLY OVER THE
CONTACTORS AND COVERED WITH
STONE -\
15'
SECTION THROUGH LEACHING BED
LEACHING BED
SCALE
NOT TO
4•" PVC
OUTLET
TEST PIT DATA
DATE OF TEST: 6116110 DATE OF SOIL EVALUATION: 6116110
INSPECTOR CHR1S MICHAUD, D.B.O.H.
PERFORMED BY: ALAN. J. HEUREUX, P.E.
0" TEST PIT J201 31.0 0" TEST PIT J202 31.9
A SANDY LOAM
10 YR 3/2
10"
CRUM$
30.2
B SANDY LOAM
10 YR 5/6
33'
FRIABLE
28.3
C1 LOAMY SAND
2.5 Y 6/3
54"
MODERATELY FIRM
26.5
C 2
LOAMY SAND
2.5 Y 5/3
FIRM
MOTTLES @ 54"
10 YR 5/6
107"
10 YR 6/2
22.1
WATER TABLE:54"
BOTTOM OF PERC HOLE-
PERC. RATE: 13 MIN/IN
S=0.02
FINISH GRADE
----
TOP OF 12
CHAMBER=32.50 MIN.
5' OVERDIG
BOTTOM OF -�
CHAMBER=31.50
A SANDY LOAM
10 YR32
10
CRUM
31.1
B SANDY LOAM
10 YR 5/6
33
FRIABLE
29.2
C1 LOAMY SAND
2.5 Y 6/3
59 .
MODERATELY FIRM
27 0
C 2
LOAMY SAND
2.5 Y 5/3
FIRM
MOTTLES @ 59"
10 YR 5/6
120"
)0 YR 6/2
21,9
WATER TABLE:59"
BOTTOM OF PERC HOLE: 48
PERC. RATE. 9 MIN/IN
STONE RETAINING WALL
in,
-40 MIL H.D.P.E. IMPERVIOUS BARRIER
CONTACT: WESTPORT WIN WATER WORKS CO.
BOTTOM OF J 833 STATE ROAD, WESTPORT, MA (508) 646-1222
EXCAVATION=26.5 (OR APPROVED COMPARABLE SUBSTITUTE).
�c IN ACCORDANCE WITH MDEP POLICY/SOP/GUIDELINE #6RP1DWM1WPeP1G02-1
DATED 311102 (www.state.ma.us/dep/brp/wwm/t5pubs.htm)
IMPERVIOUS BARRIER WITH RETAINING WALL*
(NOT TO SCALE)
BOARD OF HEALTH STAMPS:
OARD OF HEALTH STAMPS:
TOWN OF DARTMOUTH
FILE COPY
ZONING REVIEWED
GENERAL
NOTES
• Any Changes Must
Be Resubmitted
1.) This system shall be inspected when the leaching area is
9.) Grout shall be used at all points where pipes enter or exit
SEE REPORT
"110
fully excavated, when all components are in place and again after
all concrete structures to provide a watertight seal.
Date Of Review
final cover to grade is complete. The contractor shall notify the
10.) All shiplop joints in the septic tank shall be sealed with
B y
local Board of Health and the Engineer a minimum of 24 hours in
neoprene gaskets or asphalt cement.
advance of any required inspections.
2.) All base aggregate for leaching structures shall consist of
11.) All PVC pipe used shall meet ASTM D 3034-73 SDR 35 and
310 CMR 15.251 inlet tees be
double washed stone 3/4 to 1 1/2 inches in diameter and shall be
(5) except and outlet which shall
free of iron, fines and dust in place (310 CMR 15.247 (i) (2).
40 PVC .
scheduleSTAMP
OF P.E.
3.) Elevations for the system are based on the datum shown.
12.) Some manhole locations shown on the precast concrete
structures may not be standard locations and must be specially
OF
�•
4.) The contractor shall not allow any heavy equipment to be
ordered as such from the supplier.
AILAN is
operated over the limits of the sewage disposal system during
13.) The contractor shall excavate all unsuitable material in the
(Z/
HEUREUX
8 y
construction of the system.
leaching area shown on the plan and backfill with clean gravel or
A,AN J. HEUR UX, P.E. DATE
CIVIL
No. 33811
5.) No field modifications shall be mode to the system without
coarse sand (310 CMR 15.255 (3)).
prior written approval from the Engineer and the Town Board of
14.) A Certificate of Compliance as required by Title V. 310 CMR
fS3IONAt. EhG
Health.
15.021, must be obtained by the contractor upon completion of the
THIS PLAN SHALL NOT BE VALID UNLESS THE SIGNATURE OF
6.) Unless otherwise noted, all system components shall be
work. If an "As -Built" pion is required due to the contractor
THE ABOVE NAMED PERSON IS AN ORIGINAL SIGNATURE AND
installed in accordance with the current edition of Title V of
deviating from these plans, the cost of said "As -Built" plan
THE PROFESSIONAL SEAL APPEARS IN RED INK.
the State Environmental Code and applicable town
shall be paid for by the contractor.
regulations.
The contractor shall be responsible for verifying the actual
SUBSURFACE SEWAGE DISPOSAL SYSTEM
7.) At all points of intersection of water lines and sewer
location of any existing utilities shown on this plan.
loco
lines, mechanical joint cast iron pipe shall be installed for
designed for the use oi t de n stem i s 16.) This septicaarbae
system not garbage
both lines for 10' on either side of the intersection point.
disposal unit.SITE
LOCATION: 152 MISHAUM POINT ROAD, DARTMOUTH
8.) The precast concrete septic system components shall be
17.) It is recommended that the septic tank be pumpd out at
manufactured by Bristol County Precast, Inc., Westport, MA
least once every three years.
OWNER: THOMAS & JILL FRENCH
or an approved comparable substitute.
8 MAIN STREET
DOVER 11A 02030
SYSTEM DESIGN DATA
DESIGN CAPACITY.-_.5_ BEDROOMS ® 110 GAL/DAY= 55U GAL/DAY
REQUIRED EFFECTIVE LEACHING AREA:
550 GAL/DAY / 0.56 GAL/DAY/SF= 983 SF
LEACHING BED DESIGN CALCULATIONS:
7.5 L.F. CONTACTOR9100 CHAMBER X 5 S.F./L.F= 37.5 S.F./CHAMBER*
* IN ACCORDANCE WITH M.O.EP. MODIFIED CERTIFICATION FOR GENERAL USE
DATED 12122105
30 CHAMBERS X 37.5 S.F./CHAMBER= 1125 S.F.
NO. DA TE REVISION BY P LAT: 7 LOT: 23
DATE: 8/9/10
_- Boucher & Heureux, Inc.
DRAWN BY, S.K.D.
SHEET., 1 OF 1
A.J.H.
1938-01.dwg
DESIGNED BY.:
DRAWING NO.:
CHECKED BY. A.J.H.
roe NO.: 1938.01
q
CIVIL ENGINEERS LAND SURVEYORS
648 AMERICAN LEGION HIGHWAY, SUIT CEIVED
WESTPORT, MASSACHUSETTS 02790
tel. (508) 636-5905 - fax. (508) 636- 147t
LITTLE RIVER ROAD
DARTMOUTH
SITE
LOCUS MAP
SCALE: 1"=2,000'f
LEGEND
O 00
SEPTIC TANK
O
DISTRIBUTION BOX
- - 30 - - -
EXISTING CONTOUR
30
PROPOSED CONTOUR
+33'
PROPOSED SPOT
ELEVATION
M%m
TEST PIT
RESERVE AREA
W
WATER LINE
TREE LINE
EXISTING STONE WALL
�pDCCI DCC2--j!�r-
LIMIT OF WETLAND
PROPERTY LINE
PROPOSED STONE
RETAINING WALL
LIMIT OF FLOOD ZONE- -
(SEE NOTE 2)
i
SITE BENCHMARK:
40 0 20 40 80 BM #1 - RAILROAD SPIKE IN UTILITY POLE #294/27
ELEVATION = 45.50
BM #2 - DRILL HOLE IN BOULDER
SCALE I,N FEET ELEVATION = 23.60
FINISH GRADE
-4,
-f5_ i �� 'T
y y-
PROVIDE A RISER
TO WITHIN 6" OF -
4" INLET
-
GRADE (3)) CMR
15.232 3 f O
O O_
SET ON LEVEL „
61,
�B-7
STABLE BASE (6" -
2"
COMPACTED GRAVEL
_
OR COMPARABLE)
DISTRIBUTION
BOX
DETAIL
7
t
RUSH S. & MAf
e
NOT TO SCALE
K. SHAPLEIGH
HOUSE
#148
V 7/23-1
N/F
THOMAS D. FRENCH, TRUSTEE
FINISH GRADE OVER
34.0
MIRAF7 140N FILTER FABRIC OR
-
TANK -
THREE 3
O
20-INCH MANHOLES WITH REMOVABLE
APPROVED COMPARABLE SUBSTITUTE
CAST IRON
OR CONCRETE COVERS OF DURABLE MATERIAL
BUILT UP
WITH CONCRETE RISERS
4" PERFORATED SDR 35 PVC PIPE
GRADE AT
TO WITHIN
6" OF GRADE
THROUGH MIDDLE CHAMBERS
E = 35.0
L1_H
TOP OF FOUNDATION
(310 CMR
15.228 (2)) 4" SOLID WALL
PVC PIPE
FINISH GRADE ELEVATION A
= 34 - 33.5
ELEunnoN= 36.0
WELL
HOUSE #156
WELL
1.500 GAL
REINFORCED
SEPTIC TANK
LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY
COMPACTED AND ONTO WHICH SIX (6) INCHES OF
CRUSHED STONE HAS BEEN PLACED TO MINIMIZE
UNEVEN SETTLING (310 CMR 15.228 (1))
� • • • ��rlloloill°Iollolololo�lollnllololol°Ii�101olllol'o'lol'olo�Iolloll�Il�ll�� ° 1 � � fj� �I I I� li II I� II II II II II I� II I. II III it it AI II l II I� II +I II li II I�,
SOIL ABSORPTION SYSTEM NOTES
1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221)
2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT
CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO
SEPTIC SYSTEM PROFILE THE STONE TO THE NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE.
THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND ACCESSIBLE TO
NOT TO SCALE WITHIN THREE INCHES OF FINISH GRADE (310 CMR 15.240).
NOTES:
1. AN IMPERVIOUS BARRIER SHALL BE INSTALLED
ALONG THE NORTHERLY, WESTERLY AND
SOUTHERLY LIMITS OF EXCAVATION/OVERDIG
(SEE DETAIL).
2. A PORTION OF THIS SITE IS LOCATED IN
FLOOD ZONE VE (EL. 25) AS SHOWN ON
NFIP FLOOD INSURANCE RATE MAP
NUMBER 25005CO489F, DATED JULY 7, 2009
3. THE PROPOSED RETAINING WALLS SHALL BE
DESIGNED BY OTHERS.
4. THE AREA UNDER THE EXISTING HOUSE AND
GARAGE SHALL BE CLEANED OF DEBRIS,
REGRADED, LOAMED AND SEEDED.
1 . H Y1K! f 6,t 4/10 v0 Wf 10t f-4
&(fkk s•� O fke,-- c -b 1 ic.,e
�Woja�
0- I N/F
MISHAUM POINT COMPANY, LLC
__
c(n DRIVEWAY
G
BUILDING
DEPARTMENTS
NOTES:
SUBDIVISION OR
ANR PLAN: NONE
ZONING DISTRICT:
SINGLE RESIDENCE B
AQUIFER DISTRICT
ZONE: NO
F.I.R.M. ZONE C,
MAP #25005CO489F DATED 7/7/09
SPECIAL PERMIT
AND/OR VARIANCES: NONE
COVENANT REQUIREMENTS:
NONE
OVERALL STRUCTURE
HEIGHT: 35 FT. MAXIMUM
IMPERVIOUS LOT
COVERAGE: 10%
SEPTIC SYSTEM COMPONENTS
SEPTIC TANK: USE A 1,500 GAL. TANK AS MANUFACTURED BY
BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR
APPROVED COMPARABLE SUBSTITUTE.
DISTRIBUTION BOX: USE A 5 OUTLET DISTRIBUTION BOX AS
MANUFACTURED BY BRISTOL COUNTY PRECAST, INC.,
WESTPORT, MA OR APPROVED COMPARABLE
SUBSTITUTE.
BM #1
UP 294/27
THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVERS
OF AT LEAST 3" BETWEEN THE SHALL BE BROUGHT TO WITHIN 6"
TOPS OF THE TEES AND THE y \V OF GRADE WITH CONCRETE RISERS,
BOTTOM OF THE COVERS. 6" MAX. (310 CMR 15.228 (2))
3" 1,500 GALLON PRECAST TANK B
4" PVC H�
10
INLET MIN.
14
z U'
' o 0
i 5
La PROVIDE GAS BAFFLE
' I
(310 CMR 15.227 (4))
SET ON LEVEL)
& STABLE BASE SEPTIC TANK DETAIL
(6" COMPACTED GRAVEL
OR COMPARABLE) NOT TO SCALE
CULTEC CONTACTOR®100
2" LAYER OF PEASTONE
5' _
MIRAFI 140N FILTER FABRIC OR
APPROVED COMPARABLE SUBSTITUTE
TO BE DRAPED DIRECTLY OVER THE
CONTACTORS AND COVER
ED WITH
STONE
BACKFILL-1 Ili l-
15'
SECTION THROUGH LEACHING BED
LEACHING BED
NOT TO SCALE
\-4" PVC
OUTLET
TEST PIT DATA
DATE OF TEST.- 6116/10 DATE OF SOIL EVALUATION: 6116110
INSPECTOR CHRIS MICHAUD, D.B.O.H.
PERFORMED BY- ALAN.
J.
HEUREUX,
P.E.
0" TEST PIT J201
31.0
0"
TEST PIT J202 31.9
A SANDY LOAM
10 YR 3/2
10°
CRUMBB
30.2
B SANDY LOAM
10 YR 5/6
33"
FRIABLE
28.3
C1 LOAMY SAND
2.5 Y 6/3
54"
MODERATELY FIRM
26.5
C 2
LOAMY SAND
2.5 Y 5/3
FIRM
MOTTLES 0 54"
10 YR 5/6
107"
10 YR 6/2
22.1
WATER TABLE--54"
BOTTOM OF PERC HOLE _
PERC. RATE: 13 MIN/IN
FINISH GRADE
S=0.02 ----
TOP OF 12
CCHHAMBER=32.50 MIN.
5' OVERDIG
BOTTOM OF J
CHAMBER=31.50
A SANDY LOAM
10 YR 3/2
10"
CRUMBB
31.1
B SANDY LOAM
10 YR 5/6
33
FRIABLE
29.2
C1 LOAMY SAND
2.5 Y 6/3
59„
MODERATELY FIRM
27 0
C 2
LOAMY SAND
2.5 Y 5/3
FIRM
MOTTLES @ 59"
10 YR 5/6
120"
10 YR 6/2
21.9
WATER TABLE: 59
BOTTOM OF PERC HOLE: 48
PERC. RATE 9 MIN/IN
STONE RETAINING WALL
EXISTING
'--40 MIL H.D.P.E. IMPERVIOUS BARRIER
CONTACT:
BOTTOM OF 833WSTATEROAD, RWESTPORT, MA (508) 6 6-1222
EXCAVATION=26.5 (OR APPROVED COMPARABLE SUBSTITUTE).
*IN ACCORDANCE WITH MDEP POLICY/SOP/GUIDELINE JBRP/DWM/WPeP/G02-1
DATED 3/1/02 (www.state.mo.us/dep/brp/wwm/t5pubs.htm)
IMPERVIOUS BARRIER WITH RETAINING WALL*
(NOT TO SCALE)
BOARD OF HEALTH STAMPS:
ENGINEERS AS -BUILT PLAN b
CERTIFICATION STATEMENTREQ1IRED
o BOARD OF HEALTH
INSPECTION REQUIRED
WHEN EXCAVATED
N
THIS SYSTEM IS NOT DESIG
FOR GARBAGE GRINDER
WHIRLPOOL OR OTHER
HIGH WATER USE DEVICE
MUST BE COMPLETED WITHIN THREE
YEARS OF THE DATE OF APPROVAL
GENERAL
NOTES TH
PPROVAL By THIS OFFICL
APPROVED BY TOWN OF DARTMOUTH
DES
NOT GUARANTEE THE
BOARD OF HEALTH
1.) This system shall be inspected when the leaching area is
9.) Grout shall be used at all points where pipes enter CTI
aEP'FE
ENESS OF
fully excavated, when all components are in place and again after
all concrete structures to provide a watertight seal.
ANY INSTALLATION
final cover to grade is complete. The contractor shall notify the
10.) Al; shiplop joints in the septic tank shall be sealed with DART
OUTH BOARD OF HEALTH
DATE: 41 I
Il �N
local Board of Health and the Engineer a minimum of 24 hours in
_
�'•♦■�♦*"~'�
advance of any required inspections.
neoprene gaskets or asphalt cement.
2.) All base aggregate for leaching structures shall consist of
11.) All PVC pipe used shall meet ASTM D 3034-73 SuR 35 and
AGENT. -
double washed stone 3/4 to 1 1/2 inches in diameter and shall be
310 CMR 15.251 (5) except inlet and outlet tees which shall be
free of iron, fines and dust in place (310 CMR 15.247 (1) (2).
schedule 40 PVC.
STAMP OF P.E.
3.) Elevations for the system ore based on the datum shown.
12.) Some manhole locations shown on the precast concrete
structures may not be standard locations and must be: specially
�� N'�F M
4.) The contractor shall not allow any heavy equipment to be
ordered as such from the supplier.
dALAJNJ.
��t
operated over the limits of the sewage disposal system during
construction of the system.
13.) The contractor shall excavate all unsuitable materal in the
1a
IE
¢.;
z�9G
o ALAI\ J. r
g
leaching area shown on the pion and backfill with clecn grovel or
HEUREUX, P.E.
i
HEUREUX
5.) No field modifications shall be made to the system without
coarse sand (310 CMR 15.255 (3)).
3
cWa
prior written approval from the Engineer and the Town Board of
14.) A Certificate of Compliance as required by Title b 310 CMR
No. 33811
.a
Health.
15.021, must be obtained b the contractor upon corpletion of the
THIS PLAN SHALL NOT BE VALID UNLESS THE SIGNATURE OF
$i� JSiEG�i` C_ s'
`SS10rAL b� -
6.) Unless otherwise noted, all system components shall be
work. If an "As -Built" plan Is required due to the conroctor
THE ABOVE NAMED PERSON IS AN ORIGINAL
SIGNATURE AND
installed in accordance with the current edition of Title V of
deviating from these plans, the cost of said "As -Built' plan
THE PROFESSIONAL SEAL APPEARS IN RED
INK.
the State Environmental Code and applicable town
shall be paid for by the contractor.
regulations.
15.) The contractor shall be responsible for verifying foe actual
SUBSURFACE SEWAGE
DISPOSAL SYSTrv7,3
7.) At all points of intersection of water lines and sewer
location of any existing utilities shown on this plan.
-
lines, mechanical joint cast iron pipe shall be installed for
16.) This septic system is not designed for the use o7 a garbage
both lines for 10' on either side of the intersection point.
disposal unit.
SITE LOCATION: 152 MISHAUM POINT ROAD, DARTMOUTH
8.) The precast concrete septic system components shall be
17.) It is recommended that the septic tank be pump:d out at
manufactured by Bristol County Precast, Inc., Westport, MA
least once every three years.
OWNER: THOMAS & JILL FRENCH
or an approved comparable substitute.
8 MAIN STREET
SYSTEM DESIGN DATA
DESIGN CAPACITY.-__5_ BEDROOMS 0 110 GAL/DAY= 55U GAL/DAY
REQUIRED EFFECTIVE LEACHING AREA:
550 GAL/DAY/ 0.56 GAL/DAY/SF= 983 SF
LEACHING BED DESIGN CALCULATIONS:
7.5 L.F. CONTACTOR8100 CHAMBER X 5 S.F./L.F.= 37.5 S.F./CHAMBER*
* IN ACCORDANCE WITH M.D.E.P. MODIFIED CERTIFICATION FOR GENERAL USE
DATED 12122105
30 CHAMBERS X 37.5 S,F./CHAMBER= 1125 S.F.
DOVER, MA 02030
NO. DATE REVISION BY PLAT: 7 LOT: 23
DRAWIV BY., S.K.D.
SHEET 1 OF 1
1938-01.dwg
D£sicN£D BY.A.J.H.
DRAWING NO.:
CHECKED BY. A.J.H.
JOB NO. 1938.01
10
Boucher & Heureux, Inc.
CIVIL ENGINEERS LAND SURVEYORS
648 AMERICAN LEGION HIGHWAY, SUITE ONE
WESTPORT, MASSACHUSETTS 02790
tel. (508) 636-5905 - fax. (508) 636-2477