BP-8898SONO-TUBE SIZE AND DEPTH YOUR DRAWING MUST DE KEPI ���R�
' INSPECTION IS REQUIRED BEFORE A. T�� Bt�iLD9NG..DURINt3 THE �
THE CONCRETE IS POURED. 1E55 d 5 YVOt�K. RECORD 11
Of This En-ders-e-d
¢UILDING DEPARTMENT SUILDiNG DEPARTMENT i313 y
To vn of Dartmouth Trnvn of Dartmou""z Pia n rV1rS1,!ae rspt an Site
I
FIRE SWOPPING REQUIREMENTNOTICE
Penetrations thru rated walks and floors 1ha11 be
Nl�l 0,
seruled with a ratan } capable of preventing the .�� ��, _ SMOKE DETECTORS shall be installed in
pa
asa e of Harries and hot gasses when subjected An A Built ,��t&�-goy must be accordance with 780 CMR, Section 3603.16. HEAT
to the requirements of the Teat Standard specific. DETECTORS -- although strongly recommended
P sr��xtt ��1 to tiny i;a><idin�
for Fire Stops ASTM-E-814. OOt t • prior to C ii� for are not currently required per 780 CMR, Section
ng 3603.16.4.
a foundation ino3pection or
- PER THE BUILDING DErAP
TOWN OF DARTMOUTH BUILDING DEPARTMENT W further construction,
�
This plan has been reviewed and accepted as a record copy of work proposed -
to be performed in compliance with 780 CMR 6TH Edition. The owner,
applicant/agent and/or architect/engineer is responsible for insuring final
compliance with the above -mentioned code notwithstanding any errors or
omissions in the record plan. Any change in owner, license contractor
or engineer must be reported to this office immediately. Any change in
plan must be submi o this office ' a timely nner.
Signature
ature \ - I
Date
F -- - --2(Y
5'6 —
UP—
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17
BEDROOM
I�
M � jD
f14
MP 13'4
.fir qc ao uvmv rtvvm m � � -
i� GARAGE
CLOSET TH
m o
MASTER BDRM O 74
r
b C�
mer
m
14'11 co j
MASTERtiMTH o j
LIVING AREA I 1
IS — 81 `k 4-2 — 2-6 4174-1,— 6'1'4 T3 6'11 174 k-- 4'2 —F 311 + 8'8
14'11 T11—74 72 276 252
75
LOT#45 MILLERS FARM
N. DARTMOUTH b'qA
FIRST FLOOR
SCALE: N/A
DATE:SEP 181998
LOT#45 MILLERS FARM
N. DARTMOUTH MA
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TECHNICAL IMAGE PRODUCTS
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-ry r VV I��• �.r I IV$-V Ir IVL Tr ut.L/I VI\Vr IVIM. VLIZV4 L VV►-T.-T r7
L
\2�
GRANITE POST LANE
GENERAL NOTES
1. The sanitary sewage disposal system shown hereon shall
be constructed in accordance with the requirements` of.
TITLE V of the State Environmental Code and ,;'local `
Board of Health regulaticns-
:SS 2. Any modification to this design must be approved in
' writing by the engineer and the local Board of Health
prior to implementation.
3. Contractor shall verify and check the BENCHMARK as shown
S on this plan prior to construction of the prcposed
=LE . system.
/TALENT
4 Deep Test Hole Information indicates., soil condition -
percolation rate, and water table elevation at the time
and•'1ocation of actual tasting'arid, should be verified at
the time of construction,
5, The contractor shall notify the local Board of'Health if
GROUNDWATER or PERCHEt WATER 'is 'encountered at A'
higher elevation than in«icated on this design
6, Notify the local Board of Health when the system is '
ready for INSPECTION, prior to any backfilling,
7, If CONFIRMATION OF CONSTRUCTION is required 35y an.:'
engineer, notify this office prior to -any backfilling.
B. The pipe between: -the house and the septic 'tank 'shi'tI-, be
4" extra heavy duty cast iron, Schedule 40 PVC,:, or other''')
suitabl-e material acceptable to the approving.authoraty..
The slope of this pipe alust be a minimum:of,0.01
inches per foot). A slope of 1\4" per foot
recommended, r.s
9. The septic tank shall 1-e 1500 gallons minimum, ,unless
otherwise• specified on this design plan, and equipped
with.' INLET AND OUTLET TEES o£ proper length
constructed of concretes PVC, or cast iron. Septic.tank.:
concrete strength is to be 5000 psi at 28 days x
conforming to all a,,-Plicable ASSHTO', H-10 loading
requirements, unless otherwise specified.. I
10. If any ,components of the proposed system are specified,
as HEAVY DUTY, those ;,omponents shall conform i.o .111
state and local requireeents for ASSHTO`H-20 loa&9ng
11. Septic tank, distributian box, and leaching pit (Lit any)
ACCESS MANHOLE COVERS are to be built up to within 12" `
of the finished grade unless otherwise specified Dn,this
design plan.
12. Septic tank and distrilution•box shall be placed on:a 6"
minimum compacted GRAVEL BASE to prevent heavingor
settling.
13. All joints must be v tdrtighty sealed a'vii i ' asphalt t fi
Q� DEEP TEST PIT INF cement or other cement' sui able.i'for .-that.:;spe'f�c „
0R AT�O component. i .
9150010
1 ]
LOT 46 1 PERFORMED BY: KEN FORTIf'R 14. If septic tank and leaching facility are located 25
1 (minimum) from the building foundation, a foundation'',
•� \ t WITNESSED BY: SUE GRIFFINdrain may be installed at the owners discretion. '
'ABLE MATERIAL in thu, area
J N DATE: 3-7-89 15. Excavate all UNSUI':
l \ ��? surrounding the washeA stone leaching facility to the
�p limits specified in redulation 15,255 of Title' V and
LOT g 5 I N TP 205 (EL. z2�.�) TP 206 (EL. 220.8) replace with clean curse sand and gravel, fri�e from
fines, clay, organics stumps, .and waste c•onsi,ruction
g9,370 S.F. 0 - 38" LOAM $ SUBSOIL 0 - 26" LOAM $ SUBSOIL
materials
I
38" 102" TIGHT SILTY SAND $ 26" - 56" SANDY S)LT $CLAY 16. If any leaching area EROSION CONTROL BARRIER,WA1.Ls are
/ shown on this design plan, they shall be constructed
STONES
102" - 155" SILTY COARSE SAND, 56" - 72" SLIGHTLY SILTY WELL GRADED watertight, without weepholes or other :4 local
/ SAND. construction, in accordance with all applicabl t local
{ GRAVEL STONE �, .• building department regulations. Future Teaching'
th` to i n of Lthese
72 - 151 SLIGHTLY SILTY COARSE SAND, facility enlargement ray require a ex ns o
/ \ STONES $GRAVEL barrier walls.
i
' GROUNDWATER FOUND AT 138" .
' 17. Top of foundaftion, bgsement and first floor elevations
GROUNDWATER FOUND AT 130„
\ ADD 3' HANDICAP may be raised but NOT LOWERED. without the consent of the
ADp 3' HANDICAP
i engineer.
/ GRD EL = 220.0
I GRD EL = 220.8 18. Unless specified in the Basis of Sanitary Desicn, . this
/ PERC EL,-_ 210.3 (DEPTH = 116) PERC EL = 212.8 (DEPTH = 96") system is . NOT des+fined for the use of a garbage
WATER EL=.208.5 WATER EL = 210.0 grinder, clothes waehing machine, hot tub, i,r other
• / / .�.� high water usage deviees. !
19. To 8" of fill is to 2.e topsoil.
o e, F / f s
INC; �o m� ' 20. No HEAVY EQUIPMENT s'+all be run over the compo�`sents or
%per �/� �_'° the leaching area unless those items are spec:fied as,,
0 226
101110
HEAVY DUTY.
Q
9y may` r'r I tt �'�..�,.�' ' _ _ 21. RUBBER TIRE MACHINERY are not to be driven ever the
coo 0 s✓ ,_ _ prepared natural soil base or sand/stone bei during -
65 1 ? LOCUS - system installation
224
J�LLEFog PAW
the tic tank should `be
,L• 1� - 22. For proper performsnce r septic
INSPECTED annually and when the solids and scum depth
exceeds 1\3 of the liquid depth, or three years has
co
elapsed since the last pumping, the tank and °=the '
v a leaching pit (if.any) should be pumped. * y
23. Plumbing in the baser.4ent should be limited to a washing
BENCHMARK:" TOP OF
IRON ROD SET ON PROPERTY LINE machine (if the design allows ,.for the increased water
finished basement, floor' pipe is
AT EL.223.97 flow)��„� 3• hi her than the n the in
f' _' unless;
otherwise@specified vcrt of the bgilpin sewer
22 { . g
n this desi n lan.
LOT 4 4..
SEE NOTE 16
_ LOCUS A►:P - NO
Ta SCALE
r
EXCAVATE`ALL UNStlITABLE MATERIAL a� � � � �
WITHIN 5' HORIZONTALLY OF THE TR£NCH ��'
FROM THE PEASTONE COVER DOWN TO ELEV. PII,4
(104": EELOW EXISTING GRADE)
EXCAVATION MAY RE REQUIRED TO EXTEND` L EG E N Q
H
��,� Iz S TIC SYSTEM
220 DEEPER IF UNIFORM SUITABLE MATERIAL IS p N
NOT ENCOUNTERED AT EL. 211.4
IK �C'
EXISTING PROPOSED
R® ERT
I00--- CC)NTOURS l00
Y
91 X 9 SPOT ELEVATION .-v91.1
MA"P' 70 13-44 0
PR01'PERTY LINE ' T.
E.P
--EDGE OF PAVEMENT E.P.
ST-ONE WALL' MILLERS
FOR TOWN USE ONLY ��' WELL Q
❑ DEEP TEST HOLE 0e D T T' MM.
3,
SITE a GRADING PLAINI
4•
LEASHING TRENCH
PLUMBING PIPE
ks� ALL RE'iASIONS DONE AFTER JUNE 30, 1995
WERE R'ERFOR.MED BY:f �, -.� Z KEN �
1NETN m FERREIRA ENGINEERING, INC.
TOWN OF DAFT®U.T � 46 rosTER ST, NEW BEDFORD, MA. 02740
S1N.,S a'� 508 992-0020 FAZ 992-3374
N
Any Changes Must
Be Re.-subm.1tted
.SEE REPORT
By le of Review OCT 15 1 1998
3 1 ADD H-20 UNITS
2 ADD BENCHMARK
1 SAS. REVISIONS
No. Description
Revisions
Land Survey Co., Inc. / Engineerir, 9 Co., Inc. / Environmental Assoc., Inc.
172 William Street New Bedforcy Mass. 02740
CE.F. 10-13-98 Tel. ##(508) 997-6494 FAX #(508) 997-9656 1,
CE.F. 1/20/97
K.R.F. 8/19/9 Job Number: SE 6514.45 Drlwn By: S.M.B. Orawin'g No,
By Date Scale: 1" ; 40' Chacked B ..R.F.
65'14.45
Date: 8-11-97 Deigned By: K.E.F.
800 MECHANICALS & PRIMARY FUEL Architect/Engineer - project supervision and reports
LZ'Furnace of air Fuel gas natural or propane) electricity, others Company name
Boiler (heating)- Fuel gas (natural or propane), fuel oil, electricity, other (specify) Address
1
HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) Phone number
Air conditioning - (separate unit) Certified by State of Massachusetts as
77 None of the above to be provided
,? Hot Water Gas Electric Fuel Oil Other
goo SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential
Required, —plans provided, plans not provided, why?
Not required, not to be installed, Why?
1000 z2EQUIRED OFF-STREET PARTING - for ZONING & Architectural Access
NOT APPLICABLE
= Parking Plan submitted To = Building Department Planning Board Date submitted
Number of spaces - indoors outside total provided
Handicap spaces - required _ yes _no. If yes, how many as a pirt of the total required number.
Is Route 6 (State Road) Entrance permit required? yes := no If yes has it been issued yes = no �.
Submit copy of application and/or permit as soon as available.
1100 11DEN1IF'ICATION (print or type except as noted)
Current owner - name Vf f
address
phone #
If corporation, officer in charge
Archite cVEngineer - for overall design
Company name
Address
Phone number
Certified by State of Massachusetts as
Certification number
NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not
reproductions.
Certification number
NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not
reproductions.
General Contractor (if Homeowner, state homeowner here then complete section 1300)
Company name
Address!
Phone number _S
Construction Supervisors license number 62 c Z 4
NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals rand not
reproductions.
ssssssssxxs#xssxsxxxsxxxxxxsxxxxxsxxxxxxxxxsxsxxxxxxxxxxxxxxxsxxxxxxxxxxxsxxssxxssxsxxxxxxrsxxxxxxx:::x::
1200 FOR RESIDENTIAL REMODEL WORK ONLY
Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes _ No _ If no go 'to next section!
Are you claiming exemption from the requirement? Yes ,_No _If yes, submit the requir-ed affidavit:
Ren_odel contractor name (please print)
Address
Registration number (if none state "none")
Phone number
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE
GUARANTEE FUND'. QUESTIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration
One Ashburton Place - Room 1301
Boston, MA 02108
(617) 727-8598
Owners name (print)
Signature
Date
1300 OWNER SIGN - OFF
I. the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed
the application herein submitted. I state that to the best of my knowledge and belief that the information provided in this
application is true and correct and that the permit requested be issued.
Further I understand that the permit will expire in six months, from the date of issue, if no work is begun or
six months after the last inspection if work has begun and* that the permit may be extended for six months if no work is
anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by
written request. I understand that once the permit expires a new application may be required, including fees and current
other requirements (including ii Zon�ng).
^
Name /i;S/r f (Ol
Signature
e above sig"rels my voluntary act and is signed under the pains and penalties of perjury.
Date Tf�i
Who is authorized to pickup the permit at the Building Department? (please print)
Address Phone
1400 HOMEOWNER F.IsEMPTION - ONE & TWO FAMILY ONLY
FOR HOME OWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control
in Section 127.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in
construction, reconstruction. alteration, repair, removal or demolition involving the structural elements of buildings or
structures, unless he or she is licensed in accords-.ce with the rules and regulations promulgated by the BBRS entitled
Rules and Regulations for Licensing Constmction Supervisors.
Exception: Any Home Owner performing work for which a Building Permit is required shall be exempt from
the provisions of this section; provides that if a Home Owner engages a person(s) for hire to do such work ,that such
Home Owner shall act as supervisor.
For the purposes of this sectioc only, a "Home Owner" is defined as follows: Person(s) who owns a parcel of land
on which he; she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached
or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in
two-year period shall not be considered a Home Owner.`
If you .are applying under this section sign below:
Signature
Your signature carries certain responsibilities, including but not necessarily limited to, general liability
sszszzssssssssssssssssssssssszssssssssssszssszszzssszssssssssszszzsssssssssssssssssssssssssszssssssszzzs
NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any
licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see
2.15.2 of section 5)
ss:ss:::::sssss:zz:sssss:sssss::ssssz:sssss:szs:sass:::sssss::sssssszzsssss::ssssszsssszssssss:sssssszss
1500 COST
Cost of Improvement g tg 0
Items to he installed but not included in the above cost: Electrical 5 ,Q eg- (�
Plumbing
HVAC Q G
l
Other
TOTAL S
= Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration required.
= Demolition - describe structure
Number of dwelling units Number of bedrooms A separate Refuse TDjg)osai
Declaration required.
Moving - (Provide copy of D.P.W. moving license) Type of structure
from where (plat/lot or address)
to where (plat/lot or address)
Number of dwelling units Number of bedrooms per dwelling unit
— Re -roofing - (for existing only, is included in new construction)
Number of square feet Number of layers already existing
Number of layers when complete
A separate disposal declaration REQUIRED
= Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be
enlarged) EGRESS dimensions must be maintained. Enlarged or new windows in an existing dwielling will be
considered as an Alteration, otherwise will be included in new construction. (see Code section Z401.10 for
residential and Articl- 8 ft.: commercial) -
Temporary st<uctum - includes when allowed, trailers, tents and the like and only for limited periods of time.
Describe
500 CONSTRUCTION PLANS
❑ None(submitted) Why?
i
usually three sets required. Four sets for food serviceluses. Number of sets submitted
600 SITE PLAN
❑ Not required, why?
L/S"ubmitted When? = Previously, date
With this application
700 UIIIXIIES
Water supply - required _ yes_ no, public ? _ yes _ no, on site well? ( yes ^- no,
existing? _ yes _ no
If required and not existing have necessary permits been issued? _ no _ yes, date
(M.G.L. Chapter 40, section 54 provides that no building permit may be issued unless a water -,;apply, when
required, is available. See Code 780 CMR section 114.1.2)
Sewage disposal - required _ yes _ no, public sewer _ yes _ no
private septic - on -site _ yes no. Submit copy of permit as soon as available.
FINISHED GARAGE` FLOOR
224.5
FINISHED FIRST FLOOR
TOP OF FOUNDATION'
FINISHED BASEMENT FLOOR
INVERT AT FOUNDATION
226.2
225.0
217.25
221.97
INVERT INTO SEPTIC TANK
221.75
INVERT CUT OF SEPTIC TANK
221.50
INVERT INTO D-BOX
218.80
OUT OF D-BOX .
218.63
-INVERT
INVERT AT INLET OF
218.58
INVERT AT END OF
218.58
ELEVATION OF BOT. OF SYSTEP
218.0
ELEVATION OF G.W.T.. A
210.0
EXISTINGTOPOGRAPHY,
aerialYsurveyuandggeneral
topograroadway>n
contours, obtained from Millers Farm
Subdivision plans dated 11/16/92 .
T.O.F. = 225.0
FINISHED GRADE - 224 i
I
4" SOLID PVC
221.97 218.G3 INV. .218.58
L=11' S=.02 L=135's=.02 -BO
' 22t75 1'L50 I
SEPTIC 21s
F.6.F. = 217.25 c TANK
a. t '+`• , ` 4" SOLID SOR-35 '
OR EQUIVALENT
�i
4" SCH 40 PVC SOLID PIPE
OR APPROVED EQUAL
SYSTEM PI OFILE !FROM
SEPTIC
TANK
` NOT TO SCALE
I5
!.-
25'
! 6.5'
2.5'
I
5'
O�
�20
272.2T ..
m
TP
�o
- 39.27'
25,00" \L� 10,47'
POST LANE
5
FINISHED GRADE= 220.0
MINIMUM FINISHED GRADE 77 x, D
7 EL. • 220.0
- 20' h-2o �-20'
E,S
GENERAL NOTES
NE
-
2` COVER LA ER OF
,.
'
-'a" -- WASHED (PEA) STONE
`I'
SCHEDULE 20
`'� •..•'�-%' •'� �+• ".`. �'
12"
COVER
-
3"
3"
MIN.
a
1.
news a disposal system shown hereon shall
The sanitary g P Y
- 11- WASHED STONE
_
I'_0"
be constructee in accordance with the zequirements' of
EL 2190
6' LIQUID LEVEL
6"
``.
TITLE V of the State Environmental Cade and . local '
----
- ^:';
.•:...
-- ---,
Q
101,
DOUSE£
a ulations
Board of Heald^ r g
1 -
Y '
�
EL,;: 218.58
'
MIN.
!:
sTaNL£ss
2.
Any modification to this design must 1,e approved in
=
.
1
I
V
TEE,
14"
CLAMPS
5. 3'
writing by the engineer and the local Bdiard of Health
I,
o
d ,
5' -•!
4. 0'
: ?
°.
prior to imple*ientation. rt
��
3
4.
5'
_
�4
Q^�1
'"
10.0'
•
3.
Contractor shall verify and check the BEIICHMARK as shown
ar
EL.i=
•`
STAINLESS
on this plan Prior to construction of the proposed
I
i
SEE
DETAIL
34' _
SEE
218.0
i
-'
;?
'-.: ► �.:: •-
�.. . e .o;
.,
••,
GAS BAFFLE
OR EQU IV'ALENT
system.
DOWNSTREAM
1
34"
I
OETAL
.-6: .r ;P, �•:-.►'.:a :e: �•.;+: ,'+:
4.
�e Information indicates toil condition
Deep Test Ho. ••
ENDCAP-
6.6'
i
percolation ra;e, and water table elevation at the time., -
---
-------------------
SAND OVERDIG
�___________
0.5'
and.' location o? actual testing >and should be verified at'
MAXIMUM GROUNDWATER TABLE
E(, : 210.0
the time of construction.
S.
The contractor shall notify the local Board of 'Health if
REC
T500
GAL
• SE�TICj
T
GROUNDWATER ar PERCHED WATER is encountered at a
higher elevation than indicated on this 4esign plan.,
- 3 SETS OF 3 H2O R/,TED
"INFILTRATOR" STANDARD UNITS
4"S0LID PVC TERM!NATING AT
"START" PLATE Vt'!TH SPLASH SHIELD.
3/4"-lilt"
WASHED STONE
W/PEA STONE COVER
�Z 4' 2'
3 SETS OF 3 i' 45,5'
"INFILTRATOR" STANDARD UNITS
4-SOLID PVC TERMINATING AT
"START" PLATE WITH SPLASH SHIELD. LEACHING AREA D E TA I L
LOT 4 6
r1l
-CA )
TP
G
y 220
0
40 " 0
0
222
/ .0
M
r1
---'222
w r'•
LOT
99
LOT 4 4
SEE NOTE 15
EXCAVATE`ALL UNSUITABLE MATERIAL
WITHIN 5' HORIZONTALLY OF THE TRENCH
FROM THE PEASTONE COVER DOWN TO ELEV, 211,4
(104"t 13ELOW EASTTNG GRADE)
EXCAVATION MAY RE REQUIRED TO EXTEND
DEEPER IF UNIFORM SUITABLE MATERIAL IS
NOTfNCOUNTERED AT EL. 211.4
0e
'LG`t
BENCHMARK: TOP OF
IRON ROD SET ON PROPERTY LINE
AT EL. 223.97
6. Notify the focal Board of Health when the system is F"
ready for INSPECTION, prior to any backfLlling.
7. If CONFIRMATION OF CONSTRUCTION is required by 'an
engineer, notify this office prior to any backfilling,
IS ®� 5, T DESIGN 8. The pipe betwe'-xt, the house and the septic: tank shalt` be
4' extra heavy duty cast. iron, Schedule '40 PVC oe other
suitable material acceptable to the'approvinq authority.'
The slope of this pipe must be a minimum of•0.01 (D,12 '
BUILDING USAGE: 4 BDRM. RESIDENCE inches ,per f,ot) , A slope of 1`4 per foot is
SIZE OF TANK: 1500 GAL, recommended.
GARBAGE GRINDER: r�jo
9. The septic tank shall be 1500 gallons minimum, unless '
CLOTHES WASHER: `�'ES otherwise specified on this design plan, and equipped
with INLET AND OUTLET . TEES of proper' I n'th
ESTIMATED SEWAGE FLOW: 440 GAL/DAY constructed of concrete, PVC, or cast iron. Septic :tank
concrete strfngth is to be 5000 psi at 28 days
PERCOLATION RATE: TP 206 8 MIN /INCH TP 205 2 MIN /INCH conforming to all applicable ASSHTC; H-10 loading
requirements, unless otherwise specified,
DESIGN PERC. RATE: 110 MIN /INCH
LEACHING AREA:
1 16.5' X 45.5' = 750.75 SF
10. If any components of the propose sys em are sped e
as HEAVY DUTY, those components shall!c'onform to all
state and locitl requirements for ).�SSHTO H-20 loading.
11. Septic tank, t+istribution bon., and leaching pit (if any).
ACCESS MANHOIE COVERS are to be built up to within 1121,
- of the finished grade unless otherwise specified on this
SYSTEM CAPACITY: design plan.
(7 0.75 SF ( 12. Septic tank aed distribution- box shall be placed on'a 6'
0.6 GPD /SF) - 450.45 GPD minimum compacted GRAVEL BASE to pre,rent heaving or
DEEP TEST PIT I FOR ATI®
PERFORMED BY: KEN FORTIER
WITNESSED BY: SUS GRIFFIN
U; DATE: 3-7-89
�O
N TP 205 (EL.22(r;.0) TP
0 - 38" LOAM a SUBSOIL 0 - 26" LOAM
38" - 102" TIGHT SILTY SAND 8 26" - 56" SAND
STONES 56" - 72" SLIGH
102" - 155" SILTY COARSE SAND, SAND
GRAVEL 8 STONE 72" - 151" SLIGH
GROUNDWATER FOUND [AT 138" STON
GROUNDWATER r
ADD 3' HANDICAP ADD 3' HANDIC
GIRD EL = 220.0 GIRD E
WATER EL
PERC EL = 210.3 (DEP 208.5 �i H = 116") PERC
=
CONSTRUCTION OF THIS SEPTIC SYSTEM .11, WATE
MUST BE COMPLETED WITH THREE (3)
YEARS OF THE DATE OF APPROVAL
This System IS Not Designed
For Garbage Grinder, Whirlpool ° 0' LOCUS i
Or Other High Water Use Devices,
1: t 4
ELEVATIONS MUST NOT BE r= g
CHANGED WITHOUT BOARD
0 H EALTH APPROVAL
�}b
ENGINEERS AS BUILT
E �l
PLAN & CERTIFICATION I r
STATEMENT REQUIRED
settling.
13. All joint's tust be watertight, sealgd...'with asphalt
cement or other dement suitable fog that
component.
14. If septic t}nk and leaching facility 4.re located 25' `
(minimum) fr?m the building foundation, a foundation
drain may be-nstalled at the owners didicretion.
15. Excavate all UNSUITABLE MATERIAL in the area
surrounding the washed stone leaching $!;acility to the
limits specified in regulation 15.255 of Title V and
replace with clean coarse sand and gravel, free -.from -
206 (EL.220,8) fines, clay, organics, stumps, and wajtte construction
8 SUBSOIL materials.
Y SILT $ CLAY 16. If any leaching area EROSION CONTROL BARRIER WALLS are
shown on this design plan, they shallI be constructed
TLY SILTY WELL GRADED watertight, without weepholes or other pervious
construction, in accordance with all applicable local
building department regulations. 'Future leaching
TLY SILTY COARSE SAND, facility enlargement may require the extension of these
ES 8( GRAVEL barrier walls
„ 17. Top of foun�31tion, basement -and first !floor elevations
"OUND AT 130 may be raised, but NOT LOWERED without the consent of the
AP engineer.
L = 220.8 18. Unless specified in the Basis of Sanitary Design, this
EL = 212.8 (DEPTH = 96") system is NOT designed for the use of a garbage,
R EL = 210.0 grinder, cicthes washing machine, hot tub, or other " €
high water usage devices. §
19. Top 8" of fill is to be topsoil.
IPMENT shall be run over the components .or r
20. No HEAVY EQE' P '
the leaching area unless those items are specified .as,,:
HEAVY DUTY.
21. RUBBER TIRE MACHINERY are not to be driven over the
prepared natural soil base or sand/stole bed during
system installation.
22. For proper performance, the septic, tank should .,he
INSPECTED annually and when the solids and scum depth
exceeds 1\3 of the liquid depth, os three years has
elapsed since the last pumping, tVe tank and 4the--
leaching pit (if, any) should be pumped;'
23. Plumbing in the basement should be limited to a washing'
machine (if the design allows _:for the increased water
Z flow) when the invert of the buiidin9r sewer pipe is
higher than the finished basement floor, unless
otherwise specified on this design plan.
IEEIVE
NGV 2 11007
LOCUS - !®T TQ SCALE DA€R0UTII
1 RBArD GF EA:?TI
BOARD OF HEALTH INSPECTION
REQUIRED WHEN EXCAVATED �EN E D TIC Y TE I I L
L 1
GRANITE• � �
o
3
3
y
0
BENCHMARK: o�v
TOP OF REBAR AT LOT
CORNER EL.- 215,8E
uu
r�
SITE 8% GRAO' ff DANG PLANN
a
_
nlr�v 2 61997
SCALE: 1" = 40'
_
8Y:
r TOWN OF DAR a 10UTHH
,�
BOARD OF HEAL _-
THE APPROVAL BY THIS OF; ICE
DOES NOT GUARANTEE Thi
EFFECTIVENESS OF ANY
INSTALLATIO14
D0TMOUTH BOARD OF I;EriLTH
EXISTING
PRDI'OSLU
100----
CONTOURS l00
91 x 9
SPOT ELEVATION 1-1191.1
"
PROPERTY LINE
E.P -EDGE OF PAVEMENT E.P
STONE WALL
WELL O
DEEP TEST HOLE
LEACHING TRENCH
PLUMBING PIPE
` s
ALL REVISIONS DONE AFTER JUNE 30, 195
'WERE
PERFORMED BY;
KENNETH R. FERREIRA ENGINEERING, M
46 FOSTER ST. NEW BEDFORD, MA. 02
508 992-0020 FAX: 992-3374
_ Woodstove - used (will require inspection* prior to installation), new (provide manufacturers
��insst�tructions). Location(s) (list)
tl F epiace(s) - (includes flue) List location(s) 4t (/1 /V4 42L2 ,41
_ Game Court - describe (include overall dimensions)
= Tent, Trailer (Mobile Home) or Other - describe
300 COM EERCIAL - PROPOSED PROJELTIUSE - INCLUDING THREE FAMILY OR MORE AND EXEMPT USES
_ 'THIS SECTION NOT APPLICABLE
(The following descriptions are based on the Massachusetts State Building Code Article 3, AS NOTED) (See the
Code)
= Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe
= Business - office, assembly with less than 50 occupants -indicate Medical or other professional (see Code
Section 303.0)
- Educational - structure for training including child day care for those over 2 years 9 months (see Code Section
304.0)
= Factory / Industrial - (see Code Section 305.0)
= Hizh Hazard, (see Code Section 306.0)
= Institutional - hospital, nursing home. infant day care (see Code Section 307.0)
y
Mercantile - retail stores (see Code 308.0)
= Residential - three or more family, hotel (see Code Section 309.0)
= Storage - includes garages (see Code Section 309.0)
= t;tiEty & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0)
= New tenant for any of the above. indicate above (see Code Section 119.0 and Zoning By-law section 35)
x
= Tent or Trailer - temporary purpose?
` = Other
Describe the proposal briefly, INCLUDE - amber of dwelling units and bedrooms or occupant load as applicable,
also ezistiag condition
400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED
1,4ew Constriction and/or Addition -total gross square fees
i
(For commercial only total gross cubic feet) -indicate
It will he considered new construction if there an increase in square footage in addition to any
alterationts).
If project is an addition to existing structure - Total gross square feet of existing
= FOR COM IERCIAL ONLY
Will this project be subject to CONSTRUCTION CONTROL (over 35.000 cu.ft.) Yes No. (If yes
see Code section 127.0). Designer to submit Code Synopsis.
Will this project require Peer review lover 400.000 cu.ft.l Yes No isee Code appendix Il
-lPPP..?('AVrTn PvnLrmv
The following section for official use only.
INSPECTORS' REVIEW
Date plan reviewed
30 days to review period expires
OK to issue date
OK to issue subject to requested submittals (see project review worksheet) date
DENIED see project review worksheet date .
HOLD reason date
HOLD Subject to Zoning Board of Appeals action
Comments
Inspectors signature
Date — < 4
.1 WA�
- Applicant informed of above - Date ttide staff (fax, phone, im person)
sssssssssssssss:ssssssssssss:sssssssssssssssssssssssssssssssss:sssss:::ssssssssss:s::::::sssss::::$:sssss:s
Over six months since approved for issue - DEEMED abandoned!
Advise applicant. Hold 90 days for return then dispose if not picked up.
Inspector Date
Advised applicant Date Time staff (by phone, fax or in person)
ssssssssssssssssssssssssssssssss:sssssssssssssssssssssssssssssssssssssssss:sssss:ssssssssssssss:sssssssss
OFFICEUNSPECTORS OTES .n � *+ cif 30(E
TOTAL FEE.
�LAI
�i [
`Z-�
Gross area - new construction �" 'P Total Sq. Ft.
g>N k
alteration Total Sq. Ft.
..
Permit is issued to
Comments/notes on permit
P
O_A,4 0_ I(D'K JQ'
ill
41.
��''
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1600 TO THE APPLICANTIREFERRAL AND APPROVAL
Date of
Plat �
Owner UL[ VI. -
Owner mail address
Owner phone #
sxx:x::x:xx*#s#s*ssssssssssassss**;#sss*sssls#ssl;:#ssiss#i#i#sss!lsss;#;lfs:ssss!lfs::ssssssssslsliissis
OTHER INVOLVED AGENCIES - The following agencies require separate jurisdictional permits or approval for your
proposed project. CONTACT THEM FOR RF.OiIBtM S-MMIMONS.
0 TAX COLLECTOR _ Approved _ HOLD By Date
❑ Board of Appeals _ Approved By
Date
Conservation Commission = Approved By
Date
a D.P.W. Water _ Approved By - o D.P.W. Sewer _ Approved By
Date
Q D.P.W. Cross Connection _ Approved By
Date
13 Treasurer (Bond) ❑ Approved By
Date
D.P.W. Engineering _ Approved By
Date
"o rd of Health (well)_Approved By
.Date
t o oard of Health (septic) _ Approved By
Date
3 Board of Health (food service) _ Approved By
Date
❑ Planning Board (parking) _ Approved By
Date
DISTRICT (I - II III) Approved By
O.M.
Date
#f;ls!!##;iffi#;;##!f
BUILDING DEPARTMENT APPROVAL:
D ZONING
• BUILDING INSPECTOR/BUILDING COMMISSIONER
a CONTROL CONSTRUCTION AFFIDAVIT
s#szzzzsz:iz#s:sss:#sfss#is##fs#ffli#sfsf#f##iss#is##ff#f###sfi##sssxxsszss###i##;;fssfi###f##xxixx###ss
PROJECT SUMMARY:
stew canstruc ' nv alterationidemo sewage disposal - public private
[A.Iter,,add interior walls] [add rooms) [add footprint] water supply - publiciprivate well
[pool] ara e;shed/ eck [game court]/ [food service]
Describe 3 r}- h/50 4714
:isx#zissisis:::Sxsf#:i!lsf:#:#s####ss#xisix::::sissxisfssisssxss#ss#xs##ixi:::ixz###is###s#!##xfslx#xxx#sf
To the various departments:
This notice has been forwarded to you for your information and any appropriate action. Should you have anv
questions please advise. If any reason to withhold the requested permif is found. please advise. Your assistance and
cooperation is ,appreciated.
The Bui din: Department - Date sent for review `' By
TOWN OF DARTNIOU'1 BUILDING I P�ARTIh; NT
TELEPHONE 508-999-0720 FAX 5�8-9��9.0738
APPLICATION FOR ZONING AND BUILDING PERMIT
Instrnctiom
The applicant shall complete this application to the best of their ability prior to submission, leaving no item unanswered. The
Department staff will be available during regular business homy to assist as necessary. NIA should be inserted for t1hose sections
which do not apply. A properly completed application will help avoid unnecessary delays. N I FlEng %e is tat telff-uh"r-
(for oi3im use a*) 0 FOIIPIDu4,; N ONLY
Total Cost $ Received By i Date Redd /0—
Less Application Fee $ `
Total Permit Fee $ Permit #
Lssaed Date
100 LOCATION OF PROJECT TOTAL LAND AREA SQUARE FEET /
CURRENT ACCESSORS' PLAT LOT N ONING DISTRICT
OTHER ZONING OVERLAY DISTRICTS , if applicable
NUMBER & STREET
NEAREST CROSS STREET
SUBDIVISION NAME & LOT # /% / PIl���i���'
or BUSINESS NAME -
PREVIOUS TENANT / OWNER
200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only
_ THIS SECTION NOT :APPLICABLE
Single family - number bedrooms 17 number baths _04i le-Z
Two family - number bedrooms unit 1 number baths unit 1
number bedrooms unit 2 number baths unit 2
_ Accessory apartment Total gross sq. ft.
_ Accessory structure:
j;e/Garage - detached - attache to dwelling, dimensions .L � - W 2' 2
_ Carport - detached - attached to dwelling, dimensions L W
_ Shed - dimensions L W
C"beck - dimensions L 10 W
_ Gazebo - dimensions L W
_ Swimming pool above ground in -ground Size
_ Chimney - number of flues
MW