HomeMy WebLinkAbout0572 MAIN STREET (OST.) - Health iVlain Street ,(Ost.)
t Osterville
�A = 141__063
F
I6'-0•%a•-B' m �
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BRING NEW ROOF IN UNDER WINDOWS AND v'
ALLOW ROOM FOR PUSHING w
x X 8 LEOGER BOARD EXISTING
mN'JOIST WwGERS DWELLING
TYPICMggp� 0�� x X SS O 16.O.C. J
6^ Q ASPHALT R00` F SHINGLEWER Sm�S
I a W' 12
%481 p0 %HB, APPROVE.PLMOO BALING OVER
c ISKYIICHfi ISABOVE Ti' ROOF
EXT.PLYW000(FIR)OVER
ABOVE i i ABOVE �, ROOF RAFTERS(TYPICAL)
• 3'-61 �la'-0• �'-6' • V.HANGERS OR
� EXTEND BEANS INTO
/I BOLT TOnEXISTING STUDS
L' '--- --° V1%8 WOOD BEAMSJ 1 i --- --, �' - 60 CONC.FILLED SONOTUBE
ON'BIGFOOT'BASE 4'-0•
MIN.BELOW GRADE(TYPICAL) A X 8 PERIMETER BEAM
- )._-_-_- \�4 X 4 MAL W000 POSTS
6-0'X a'-a' 8'-0'X 6'-8• 6'-0'%61-8'
- - e'-1o• T-a• e•-TD'
x r x1'-o' j-D' O
FLOOR PLAN FOUNDATION PLAN EXISTING S X P.T.OECMNG
EXISTING P.T.2 2 x IO'S a 16.O.C.
N
L1J
Q ADO CONC.FILLED SONOTUBES AS REOUIREO >
AS PER STATE BUILDING CODE AND
•` LCCAL REGULATIMS
'BIGFOOT'BASE BUILDING SECTION
® ® ® ® ® 0
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U
I)
VMffE CEDAR SMROLES TO MATCH EXISONG ..}1� w
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I x 3 k 1 X 6 J
BURT-UP RARE BOARD
--- --- --- --- --- --- ----
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IIII III Fill
O
U
REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION LN
0
SCALE: DATE: PROJ. #: .J
V ` 3-, M���i EXISTING FIRST FLOOR PLAN 1/4"-1'-0" 1—JAN-2004 1514
A � NEW COVERED PORCH SHEET #:
JEFFREY A. BARNABY, CPBD ^ D V LIVING DESIGNS 2004 �I.
CERTIFIED PROFESSIONAL BUILDING DESIGNER LK./ CERRION RESIDENCE I,Wnc DEs�ns NEaE6r ExPREss<r M>ESERrEs
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, NA. MAIN STREET COMMON UW COPYPoCM. 1NFSE PLANS ME NOT
r0 BE RTPRODUCEO.M.E`MN OR COPIED.
TEL. 508-888-2747 ANY ERRORS OR DISCREPANCIES FOUND ON TIESE
O STERVILLE, MA. O 655 Puna—T.DE RROU.T TD—ATTENF.GF OF
/��///Y/T//'I / LMNC OESGNS PRIOR TO THE START Of WOFN.
U r /�01OFF PRNSTABLE Q
r"� � ��
LOCATION ��� � � err.iM SEWAGE# 7'
VILLAGE 61s'7�'ryrllf ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)'/`� (size) >s X �� x
NO.OF BEDROOMS
BUILDER OR OWNER
PERMTTDATE: f 2—/'9 -/ COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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) V Feet
Furnished by
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• i � e
pI
30'x
j y' wr 1
-AF
No. C I .� L Fee
t THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYitation for Mfi5pozar *rmem Congtruction Permit
Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at:
Location Address or Loc No. Owner's Name,Address and T No.
!ETo . Coon W,c(Ia Mc z�r
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
, Y
Type of Building:
Dwelling No.of Bedrooms Garbage Grinder( )
Other Type of Buildings No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow g gallons.
Plan Date Number of sheets Revision Date
Title --__
Description of Soil /V`� S LU 50--2
i
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by s oard of Health.
Signed Date
Application Approved by I�
Application Disapproved for the following reasons
Permit No. , / Date Issued
'- .. . �.• � :•.,.. `� e s '! -Z.M kv,!�per.� M ��::�`„,•�. ,� ,^� —.-,.^-�;,. _.. 41.- �.. '�•^ tvr ...sh.b.`?�M:
60
Fee
k, -' ---8 H�E'COMMONWEALTH OF MASSACH SETTS'
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHI ETTS
Z[Wiratfon .for Migogal *pgtettY coTtgtruction erntit r
Application is hereGy made for•a Permit to Construct( ' )or Re air r p ( )an On-site-Sewage D.tsposL.Systen�at:
Location Address or Lot No. Owner's Name,Address and T No,.
PkA
Installer's Name;Address,and Tel.No. Designer's Name,Address and Tel.No.
r
Type of Building:
Dwelling. No. of Bedrooms Garbage Grinder( )
Other Type of Building No. of Persons Showers t`( ) Cafeteria( )
Other Fixtures ;
i Design Flow i gallons per day Calculated daily flow gallons.
Plan Date; i Number of sheets t `"- Revision Date
Title r t_
Desciiption''of Soil 1 , -� 4 � 5'Zr). r,.S �O V 00 wfi�F
f '.
hA
5'
Nature of Repairs,or Alterations(Answer when applicable)
i
1 Date last inspected:
Agreement:
t The-undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by s oard of Health.
Signed Date
- Application Approved.by A 143
Application Disapproved for the following reasons fi
•
Permit No.q-5 09 77 Y Date Issued k
�4
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
(Certifirate of CompItance - -
THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on
by for
as h3S., e constructed in accordance
with the provisions of Title 5 and the for Disposal System Cons
{ truction Permit No. w. ated
Use of this system is conditioned on compliance with the provisions set forth Belo :
lj
Feel._
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
'igP0ga16POM COnMrurtton hermit
Permission is�herby.granted to ^ t hJ
to construct(V)repair( an On-site Sewage S stem Io ated at ;
its YJ
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
t
All construction must be co pleted within two years of the date below.
Date: � ` �'
y Approved by
y
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i
VA
foond
,.. - it ` •�}�e .� ' �'Ta k
I arker�; ��Neck
qt ear,
USGS LOCUS SCALE: 1" 2000'
LOT 91
EPSEMEN� p
/ R $ER�CE j 0 S.A.S. DEEP
LEACHING FIELD
' OOP w P
70 j
• � ,0314 � ''
LOT 8
16,366 sq.ft. I W E
i N01
LOT94
•god o
S.A.S. RES.
ZONING DISTRICT: RC
i
OVERLAY DISTRICT: AP ----1500 GAL/TANK U{t
ASSESSORS MAP: 141 PARCEL 63 1Z' '� , , - '-� �•\ �ti
MUNICIPAL WATER: YES 12'
D/B
a �
PROPOSED BEDROOMS: 3 N o. , , ` \
I FEMA ZONE: ZONE C - PANEL 16 D �, 1{� - �, k4
Vu. 5�
NO WETLAND WITHIN 150' o, r ` 0Ep \NG
\40
. 4
LOT . 90 \off
i
i
Ln
iN
. CN M p,RK• � ,6 6�.
L/
SHEET 1 OF 2
G� SITE PLAN OF LAND
�ytK OF IN
GRAPHIC SCALE ,w o•,jlds o��E �►stER£v ��ti\ OSTERVILLE — BARNSTABLE, MASS.
+ ti s i STEPHEN 1 DEPICTING
20 0 10 20 40 DO .h ,��Ej t4 qti p DO '
,J7LE
f fi Y N
tih r.:},irs T LOT 89 SOU TH- COUNTY ROAD
,.I o Na 37559
t IN
! you DATE: DECEMBER 13, 1995 SCALE: 1 20
1 inch F�20 ttr = „ y a Q '4a0 Su
STEPHEN J. DOYLE AND ASSOCIATES
42 CANTERBURY LANE FALMOUTH, MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
r
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
Y -
AND THE TOWN OF RULES AND REGULATIONS FOR SITE UTILITIES PRIOR TO ANY EXCAVATION.
PROFILE O SEWAGE DISPOSAL SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE. 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
" NOT TO SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS 6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
' PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. MORTARED IN PLACE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 7'. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
FIRST FIN/FLOOR EL. tg.31 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED.
v.,7 4' PVC
N SCHEDULE 40 'VENT
- e.
2"MIN. - 1/8 TO 1/2" WASHED STONE FINISH GRADE
INV. EL wAnx TIGHT COVER
- 2' LEVEL
FLOW LINE INVV.. EL t 5 lA•5 LENGTH OF 4' DIA. PERFORATED LEACHING PIPE
E •
V G ' V 4
10� MIN. fig• MIN. 8'tNV Tc 1. p 13�1 0 r 3/4 - 1 1/2- WASHED STONE
1a.S - INV. EL 4 a L
4• uoum DEF714
._ i ►�v; Wit. 4,z t5'
1 -
o. S.A.S. 35 LONG x WI'- DE x_.!:�L EFF. DEPTH
�—
_ PRECAST REINFORCED CONCRETE 5.0
DISTRIBUTION BOX '
INSTALL ON A LEVEL BASE
MINIMUM WALL THICKNESS = 2"
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION 12"
SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OUTLET INVERTS SHALL BE EQUAL TO EACH
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OTHER AND AT 2" MINIMUM BELOW INLET INVERT.
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
MANHOLE. _
THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2' NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
OUTLET PIPE. LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE.
INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. LINE-OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF
EQUAL ELEVATION.
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE.
SOIL OBSERVATION DATA:
DESIGN DATA: 4 ����N O a41
sh
T A Z -t o- STRUCTURE L-cam_ o � UA'.9S � STEPHEN y cGo+
TEs D TE IB q
q G
TYPE NO. BEDROOMS GARBAGE DISPOSAL �^
SOIL EVALUATOR p uu wti 1 DESIGN FLOW ,r t LI T fRiiA;'� Y. O J• �+j
DOYIE
11LL Jc 3'?to ��Pb . ,acV:9. 23S7 No.37559
B.O.H. AGENT IM•-JuN,Al t_�- r . c r
EXCAVATOR 1-Rx L Z: aC, ��f,4 '��Q SU VFy
G ,
PERC/RATE � WSJ -
to\• SEPTIC TANK 33 O NL 2 = `G O ySCE- �C-60 !-4Ak_ 1�1ct si !Z ,�// 3�
SHEET 2 OF 2
LEACHING FACILITY -.,o� LaraL. x t� ul�b x Lit 'be�p
El.'T.Gi .10 �L.tz�O O X t+��>• O•-i q� c,�PD r.'� ce, '` . ti 'r' \, -a.? i
1 �
Mrs' ME �►��F� 1 SV.l 9q
N a' 5h1+S?
J _ t=�.•3a,,� s•ot•�C: SoM� you[ (r.T- ` SCALE: A5 SHOWN DATE: tom.-13-�y-' ,
�►aS F»CS �1 I��c�u V+�,AE ►L 8,
STEPHEN J. DOYLE AND ASSOCIATES
` 42 CANTERBURY LANE. FALMOUTH MA. 02536
F.t. 1.4 tuL• A.r,� i�o �,4EE tl,, TELEPHONE: 508/540-2534