HomeMy WebLinkAbout0039 WEST TERRACE - Health (2) 39 West Terrace
Centerville
A=207-114
No. 4210 1/3 O RA
Pendaflex
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No. 61( —OS-7 THE COMMONWEALTH OF MASSACHUSETTS, FEE UU
BOARD OF HEALTH
D,Nn OF'
C1( Dsiia h C-e _
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
q --�-IQFvjQnn LnnoCG
f / �D Tn r /1 \ 1��T�L Owner's Name
cau+
�!V' Map/Parcel# �`�1-7_ t� 'J L4 AIdo '
mot,/ Teleph
I � Installe's me � � Desig 's ame
^^2 L 0/- 50 9,36
11
Telephone# Telephone#
Type of Building: i&&, i� Lot Size Sq.feet
Dwelling—No.of Bedrooms 4 Garbage Grinder ( )
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required) 4f4o—gpd Calculated design flow gpd Design flow provided gpd
Plan: Date 1 Z1 14, 1 (0 Number of sheets Revision Date
Title `"T(.--Hg S I k P� P I cc,!:%
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date J I 1 7 1 I ,
Inspections 3 1 1/
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
T"
NO. 2511 'QS7 THE COMMONWEALTH-'OF MASSACHUSETTS FEE UU
BOARD OF HEALTH
I
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
3 CA U� (EM Ee01L1 .o.`UI C1 r y C4 n
I o anon Owner's Name
�-- 2 U� 'Ci r c, �� ;� P (Cf uu (e_nTF_,9AL ff
Map/Parcel# ` ^� ` t 'Address)
61
TTe7lepho e'#
� Installers ame � f 1 r 4 Designer's Name �
502 ''1� / - U& Address ! � L`i (L?�" T � r(s
Telephone# Telephone#
Type of Building: }
1C-LCA. a.-�)- Lot Size Sq.feet
Dwelling No.of Bedrooms
j g— � Garbage Grinder ( )
'r Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
j
Other fixtures
Design Flow(min.required) +io gpd Calculated design flow gpd Design flow provided gpd f
Plan: Date 1�(I 4 1 Number of sheets Revision Date
Title I LT(P 1 b I A C. P) cGr_1
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation '
i
i
DESCRIPTION OF REPAIRS OR ALTERATIONS
I
f
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
g TITLE 5 and further
//agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed \ CJ Date J 1171 It
Inspections I'M A . � 3 t 1/
(
d
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
i { ,
No. t AP THE COMMONWEALTH OF MASSACHUSETTS FEE
iCl ( 1 i. ��`-c h U_ BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Description of Work: ❑ Individual Component(s) ❑Complete System /
The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(`/),Upgraded( ),Abandoned( )
by: �31 C)(CCIJC.cl (r'J(—\
at
has been installed in accordance with the provisions of 3 0 R 15.00 (Title 5) and the approved design plans/as-built
plans relating to application No.)#/1-0 S 7 dated 3 /S Approved Design Flow r%U (gpd)
r Installer KGtej-T G 1
Designer DC,�\"l r) co-PQ Inspector Date _2/.) 1 / l ,
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
'j FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
i
No. _UJj PAS 7 THE COMMONWEALTH OF MASSACHUSETTS FEE �UV
If �l5 Gc1�� C BOARD OF HEALTH
DISPOSAL SYSTEM CONSTRUCTION PERMIT
f Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system atr1 �{at.`�r�e _, -st C_6�( ( as,described
/
in the application for Disposal System Construction Permit No. ��dated 3 ff l
Provided: Construction shall be completed within three years of the date of this p rmt Q`ll local cojnd' ionsmust be met.Date Board of Hea -s ✓`'�
V
FORM 2 - DSCP DEP APPROVED FORM 5/96
FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON
FROM :down cape engineering inc FAX NO. :150836213880 Mar. 22 2011 02:15PM P1
Tba-mas
a s MeKmaul D-ire -tor
100 Majim,",treet, Hyiau.-uis, MA 02601
Qiilr(: SOLO
96'?-4644 Fax: 308-790-6104
lustafleir&L -dfic je
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Datc: Sm,gage Pennio
Desigmer- 0 Viol yn0auel.: Vq,
was ismied -a punnit to
siffptic system aL (AJ edt- e-v'ra ck bascd on a dtfsigu drawn.by
dated
ocxj
Snpt.4C ,-- stij.j.ed bs ti, y a c rding to
.,yy,Le,-
the
I oc.eifY that the. u a I.inve, was M LL ta-a a� cc )
dcsip 't e
lyi, which may include,7runcr app.'Dved changes silcli as lateral roloca-hon cyI. h
dws-bibatim box and/or se.-Dtir-tark.
T cat-0 1.1-52fille, Sk",-P'tic 57--,tem 7durcuoul above was install-A. vmi.th m4jur chaj.tgco (i,o.
geatt7. *than 10" IaLtral rclocaliort of tlhe SA.,S or any veytical rolocation,of any compo.neut
of tLe9eptc system) 1-mL Ili acccrdvirce with ''Uate,X- Lcufl.'R iftI nu Pln i:eVII)I011 prmlilic,,d ms-bLD*h by Lins1ii7tT I0'!-0JI0W-
-qkoF
DANIEL k
n S9&i ,., C.) OJALA
tt�lesS" CIVtLtip
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QJST
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(Affix f)esig nor' Stamp Herc)
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Vp RagrTS;J:A qL�EL. PQ).�Xjf, 3TRULM DIVIS C TIFIC-A. T,
LT CAJU)
T X.wjjj� N0 BE �SFMRP UP4T)J-, J9017 THIS 100 K D V-4:41'F9
H
BY DTVI',-UCI.N. IT ANK ME
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TOWN OF BARNSTABLE
LOA�TION 39 wcs4 I c.rro►c c- SEWAGE# .1O/1 - OS 7
VILLAGE S_'cn�cru► I lc. ASSESSOR'S MAP&PARCEL ao"7 - II Sl
INSTALLER'S NAME&PHONE NO. EX Ca yc,4+ o^ 1Y 77.06 53
SEPTIC TANK CAPACITY /500 qca I ST - /o00 4aI PIC
LEACHING FACILITY:(type) 2,%fA J-)rc0 o r S (size)
NO.OF BEDROOMS 3
OWNER /'�nru Ann Connors
PERMIT DATE: 3 J 1 S I/l COMPLIANCE DATE: �3 @3111
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) A Feet
FURNISHED BY
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Town of Barnstable
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Department of Regulatory Services
y >;nxNaresle = Public Health DiViSll®ll7l ]Date
200 Main Street,Hyanuis MA 02601
• `�PFU MA't A
Date Scheduled_ l Tihie
Foil Suitability Assessrizent for Sewage Disposal
Perfonned By: Witnessed By.: 04,
OCAL ON L . O
)L ENERA L NO7[ MAATI<ON
Location Address 3 r ) � �� GQ Owner's Name Cori �o V
Address w
Assessor's Map/Parcel: V / / / Engineer's Name ��®,A)V1,_
NEW CONSTRUCTION REPAIR �JTelephone If
Land Use, /1 he,4 Slopes(1/0) 370 Surface Stones
Distance's frmn: Open Water Body /. ft Possible Wet Area. 1,d ft Drinking Water Well ft
Drainage Way eft Property Line —ft Other tt
j
S�'TCH: (Street name,dimensions of lot,exact locations of test holes 8c pere tests,locate wetlunds'in pro)(inuty to holes)
• 1
/7,
w
c
Parent material(geologic)_ f/ Depth W Bedrock,
_ Depth to Oroundwatcr: SlandingWaInvin!lole: /✓2 Weepllig.l'I'a!n Pit f#tE.e N _•
Estimated Seasonal High Gioundwater
_ DICI TERI1 NATION FOR SEASONAL HIGH WAFER TABLE
Method Used: _
Depth Observed Landing in obs.(tole: I/ In. Depth to SQII Raoul-;
Depth to weeping from side of obs.hole: I!L Grouadwuler Adjustment„e ft.
Index Well R Reading Date: Index Well leVnl AdJ,factor A41,CJrtiunelwuteY UVI'd
IL'IC)Cd'.(COLAT1.0NTEST Dfl(Q UK- Tfule"-1('"
Observation
Hole fP Tinto at 9"
Depth of Perc Tlme at 6"
Stan Pre-soak Time @ _ Time(9"-6")
End Pre-soak
Rate Min./Inch Lz'S e/yA
Site Suitability Assessment: Site Passed_ Sitj-Failed: Additional'T'esting Needed(Y/N)
Original: Public Health Division Observation Hote Data To Be Completed on Back-----
*-"*If percolation test is to be conducted 1Nltiiin 100' of weiiland,you must filrst Uotify tlitc.
Barnstable Conservation Division at lust one (1) weel4 prior to beginning.
Q:\S EPTIC\PERCPORM.DOC
'I� y
DRIL'rJL .O.11S S
IL'R VA J IO 1Jl®� ��I�13
Depth from Soil Horizon Hole
Surface(in.) Soil Texture Sail Color :
(M r
(USDA)_. Soil Other
unsell) Mottlin
g (Structure,Stones;Boulders,
�`y� `/LZ— Con istanc %' ravel
DR1EP O-RERRVATION H®LE LOG
Depth from Soil Horizon Hole #
Surface(in.) Soil Texture Sail Color
(USDA) Soil Other
(Munsell) Mottling (Structure,Stones, Boulders.
Consi enc %Crave))
-------------
Depth from Soil horizon LOG Hole�i'
Surface(in:} Soil Texture Soil Color.
(USDA) Soil Other
(Muns411) Mottling (Structure,Stones,Boulders.
Co sistenev_%Onyelt
11 REP OBSERVATION II®LE L®Depth fi-om Soil HorizonHole
,#
Surface(in.) Soil Texture Soil Color Soil
(USDA) Other
Munsell(
Mottling (Structure,Stones,,Boulders,
Cansi�tency ��Oravell •
-------------
-,
Flood insurance Rate Ma
Above 500 year flood boundary No Yes _
I
Within 500 year boundary No_ Yes. _
Within 100year flood boundary No Yes ,
llye>ptl>t ®i 1'+Tt>tenrally ®_ccurrriiji atertal
Does at least four feet of nafurally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption systems
„ IF not, what is the depth of naturally occurring pervious matMial�
Ce>rtr--�catio�r
I certify that on (date)I have passed the soil evaluator examination approved b the
Department of Environmental.Protection and that the above anal sis is
y ,was performed b me consistent
the required training, expertise and experience described in CIO CMR 15,017, / y stcnt with
Signature
Date
A -
Q:15BPTIC\PERCFORM.DOC
i
LOCATION
SEWAGE PERMIT N0.
31, ylesi
VILLAGE .
INSTA LLER'S NAME i ADDRESS
6UILDEIII OR OWNER
J
DATE PERMIT ISSUED
PA
DATE COMPLIANCE ISSUED
1
R "qM S�- ol/P�LII/IG��Y%P//liL 4� �7lAftl�ll�l7/,�J'ZE�Y� �U�iLC� �'1?ILCIZ�.B�KG4ZQ
ANTHONY D. CORTESE Sc. D
Commissioner JG �Q la"a, 4 n,9'f4e
PAUL T. ANDERSON -1231, Ext. 690-684
Regional Environmental Engineer
July 30, 1982
P y
Lenwood Thompson RE: BARNSTABLE--Subsurface Sewage Disposal
973 Hancock Street Pumping Prior to Septic Tank for
Abington, Massachusetts 02351 Helen Cusach, 39 Terrace Street,
Craigville
Dear Mr. • Thompson:
In accordance with 310 CMR 15.09(1) of Title 5 of The State Environmental
Code, the Department of Environmental Quality Engineering has had an engineer review
your request for prior approval to install a- sewage ejector at the subject location.
The Department of Environmental Quality; Engineering does not recommend
pumping into the septic tank, but whereas the sewage flow being pumped is a small
percentage of the total daily flow, and should not cause a major disturbance,
the Department hereby approves the proposal with the provision that the installa-
tion meet the requirements of all other State and local agencies.
Please be advised that the installation of a sewage ejector constitutes an
alteration to your subsurface sewage system and therefore, the appropriate permits
for such an alteration must be obtained from the Barnstable Board of Health in
accordance with 310 CMR 15.02 of Title .5.
Very truly yours,
For the Commissioner
Robert,P.,Fagan
Deputy Regional Environmental Engineer
F/cab/JH'
cc: Board of Health
Town Hall _
Barnstable, MA 02630
Plumbing Inspectorx ,
Town Hall ;4
Barnstable, MA 02630
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TUF-TITE EF-4
SYSTEM DESIGN. EFFLUENT FILTER
(OR EQUAL) ALL SYSTEM COMPONENTS SHALL BE
W/MOLDED IN GAS SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES
LEGEND
GARBAGE DISPOSER IS NOT ALLOWED DEFLECTOR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT M SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 1. DATUM IS APPROX. NGVD
99 EXISTING CONTOUR �o\c
X 99•1 EXIST. SPOT ELEV. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD TOP FOUND. EL. 17.0' PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING
0
WITHIN 3" OF FINISH GRADE
99 PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW \ 14.0' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 15,g 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
fss.4 PRECAST H- PROP. TEE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Locu
] PROPOSED SPOT EL. SEPTIC TANK: 440 GPD (2) = 880
RISERS (TYP.)
TO BE AASHO H-]Q
yy 4"OSCH40 PVC
TH1 USE (1) H-10 1500 GAL SEPTIC TANK PIPEs LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
TEST HOLE USE (1) H-10 1000 GAL PUMP CHAMBER � o� orseshoe [n
N*1 2.9' t0" 14, 12.8' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH1.
2� SLOPE OF GROUND 12.0' TEE 1500 GAL H-10 TEE , ; ( )
1 1.75 310 CMR 15.000 TITLE 5. a`°
SEPTIC TANK ° o 0 0 0 0 0' Lo
LEACHING: 4' UQ. LEVEL o0 00°0�o�o�6°o oo° 12.4T 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
71 UTILITY POLE o 0 0 0 0 0 0 0
4.72 SF LF x 4' LENGTH = 18.88 SF PER ACME OR EQUAL ..o,.o„o„o.,o„o
BE USED FOR LOT LINE STAKING OR ANY OTHER
/ 12.68' 12.51' 0.67' PURPOSE.
FIRE HYDRANT STANDARD QUICK 4 INFILTRATORS IN FIELD " R°°d
,......... .;...:•s :•:• ........,.: ..• 12 MIN. INT. DIM. 11.8 Beach
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING CONFIGURATION o 0 0 0 0 0 0 0 0 0 o c 6" MIN SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. St• °�
CDOOCOo0o0O00000OOCOopOC
440� GPD/0.74 GPD/SF = 595 SF LEACHING o„o„o„o„o^o o o„o„o„o„o, p�tcx�-S 32 QUICK4 UNITS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Nantucket
REQ D 6" CRUSHED STONE OR MECHANICAL a (" 5• (NO STONE PROPOSED) WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 .[2]) (SEE DETAIL) PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound
*THE INSTALLER SHALL VERIFY THE 595 SF/18.88 SF/UNIT = 31.5 UNITS
5' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL ( 2 X SLOPE) ( 1 X SLOPE) 1 DIGSAFE (1-886-344-7233) AND VERIFYING THE LOCUS MAP
BUILDING SEWER OUTLETS AND THEREFORE, USE GRAVELLESS SYSTEM OF (32) - ( X SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
ELEVATIONS PRIOR TO INSTALLING ANY STANDARD QUICK 4 UNITS IN FIELD PRIOR To COMMENCEMENT of WORK. NOT TO SCALE
PORTION OF SEPTIC SYSTEM CONFIGURATION (SEE DETAIL) FOUNDATION 16' SEPTIC TANK 2' PUMP LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
CHAMBER 61' D' BOX 6' FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 207 PARCEL 114
USE ADJ. G-W AT EL 6.8' LEACHING FACILITY.
4.3' BOTTOM TH-1 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
MA 13. INSTALLER TO DETERMINE SUITABILITY OF ELECTRICAL
APPROVED DATE BOARD OF HEALTH SYSTEM FOR PUMP INSTALLATION.
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE 20" MIN. DIAM. WATERTIGHT ACCESS COVER
IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR TO GRADE
BY HEALTH INSPECTOR
ALARM AND CONTROL PANEL
PAPERWORK AND HEARING 'REDUCTION PROPOSALS APPROVED TO BE INSTALLED INSIDE
BY THE BOARD OF HEALTH REVISED DURING A PUBLIC +,17.64 SBUILDING. ALARM TO BE EPARATE CIRCUIT FROM ON
TEST. HOLE LOGS
HEARING HELD ON AUG. 4, 2009 24. ARNE H. OJALA, PE, SE
718 INV. IN 11.70' ENGINEER:
PROP. VENT WITH CHARCOAL FILTER
2) FAILED SYSTEMS ONLY : SEPTIC SYSTEM COMPONENT TO �?• i ��\ AND BUGSCREEN (FINAL PLACEMENT BY 1000 GAL. H-10 S 2" PRESSURE LINE WITNESS: DAVID W. STANTON, RS
FOUNDATION SETBACK, IF AN IMPERVIOUS LINER IS DESIGNED \ CONTRACTOR WITH HOMEOWNER
DECEMBER 16, 2010
h .o0 500 GAL..+ SLOPE TO DRAIN BACK TO PC
AND INSTALLED (10' OR GREATER ALLOWED). SAS DETAIL � 6.37 ) ALARM ON RESERVE 0.25" WEEP HOLE
CONSULTATION :
1" 20 p 77 \ FLOAT SWITCH
o l PERC. RATE _ < 2 MIN/INCH
SETTINGS: PUMP ON �� CHECK VALVE
9 A6. 0 4" WORKING RANGE 5� -�164 6 �'j ^ FayST 5 3" MYERS SRM 4 CLASS I SOILS P# 13151
/ 3 / `�" 6• �F 0 SUBMERSIBLE 4/10 HP PUMP
t6 70 A R,Q PUMP OFF 12 SYSTEM (OR EQUAL)
�� ELEV. ELEV.
ELEC. >�ALD / �FMFNT ���
METER / DRIVE/ �16 3 "'fit \ o00000 0000 0 0 0000 0" 15 , 0"
.3 15.3'
+1460 *154 6.36 F7 -
PUMP CHAMBER
s TH 2 FILE iF1LL
///
TH 1 t36 cY �j-14.8z ,
(NOT TO SCALE) 48" 48„
WATERPROOF/WATERTIGHT
A\ Al A/B A/B
Ia 15.58 / 14.85 / SL% / SL/
1515 4s EXISTING ,� 4.33 52" 10YR 2/1 552" 10YR 2/1
12.0 DWELLING �•
15.43 CONC. TOP FNDN. 4.84 O.
° 15.28PATIO ELEV. = 17.0 E E
�• /FS /FS
3317 00 14 13.84 GROUNDWATER ADJUSTMENT DATA: 60" 10YR 5/1 60�, 10YR 5/1
+)4 61 y� + BENCHMARK WELL: MIW 29
'
o! COR BRICK LANDING
13.41 ,_
�Z6 13. / ELEV. 17.3' ZONE: B B B
6 0 + ADJ.: 2.5
S O AS ILS
1 O 721' 10YR 5/6 9.3' 72" 1OYR 5/6 9.3'
12.21 1 \_ 0�� �f�2 2 -�12.49
#6
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.0 2.98 +11.34
30 / PROVIDE APPROX. 54' OF 40 MIL PERC CS CS
+ LINER BETWEEN FOUNDATION AND
#5 1Q 96 SAS. TOP AT EL. 12.8', BOTTOM AT 2.5Y 6/6 2.5Y 6/6
.2 �0� EL 8.8'f 20
11 0.84 132" 4�3' 132" 4.3'
{� � OBS. WATER OBS. WATER
•3 T OPERATING POINT
w 15 14.7'
'0 1 000 f o� 10 09 2.T IDPt
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'•'� 25 50 75 100 39 WEST TERRACE
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP CENTERVILLE
#3 #2 4.48
PREPARED FOR
B&B EXCAVATION/CONNORS
DECEMBER 16, 2.010
Scale: 1"= 20'
0 10 20 30 4.0 50 FEET
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gssq off 508=362-4541
N cyG H OF 41,13 I fax 5Q8-362-9880
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gineering inc,
980 down cope en
4 0.4 civil engineers
Of land surveyors
0 � a� ��� 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. s dm :E�G�a YARMOUTHPORT . MA 02575
0-278