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TOWN OF BARNSTABLE
LOCATION q I I" f iY Al)e, SEWAGE #
VILLAGE 0 SA / h �6`1ASSESSOR'S MAP& LOT O 4
INSTALLER'S NAME PHONE NO. r�G s � 17�j- �,7 t
E
j SEPTIC TANK CAPACITY / $� ao
LEACHING FACILITY: (type) q C.h A rn be r 5 (size) ,� f t
NO.OF BEDROOMS 3` � ��+d`'i �4/� '"pP�`^J . ?116.
BUILDER OR OWNER \t0:4 aJ+
PERMITDATE: %;3.- I - COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well 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) Feet
Furnished by
E
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N. s Fee $5 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MAS CHUSETTS
` Zipprtcation for Miopogar *pgtem Congtructi Permit
Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
4.1 1st Ave . , Osterville , MA 'Sarah Wyatt
Assessor's Map/Parcel ` OY9 P.O . B o x 1089, O s t e r V i l l e , MA
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E . Robinson Septic Service
P.O. Box 1089 Centerville , 1V1A
Type of Building: ��a.^1 r
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Sand.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) According to the plans of
C .R . or
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 C de and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this B d Health` 'I
Signed Date��� �✓
Application Approved Date��
Application Disapproved for the following reasons
Permit No. h Date Issued r��
1" ?0"I': O
No. ' Fee
M YYY A THE COMMONWEALTH OF MASSACHUSETTS in computer:
Yes
✓ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MAJ(Entere
TTS
..O oYtcatio .fors;Mtgpozal *raem Conmructtit
Application for a Permit to Constrict O Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ` Owner's Name,Address and Tel.No.
41 1st Ave . , Osterville, MA Sarah Wyatt
Assessor's Map/Parcel
//4!g p P.O . Box 1089, Osterville , MA
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E. Robinson Septic Service
P.O . Box 1089 Centerville, MA
VW
Type of Building: ,. __nrH,rS '/_ 5_ rVU0A � •-
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Sand.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) According to the pland of
or r
Date last inspected:
Agreement: -- W
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 C de and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this B d HeaOjth.
Signed Date
y T ,
Application Approved' _— s d�-b�- Date
Application Disapproved for the followin°g reasons
Permit No. f Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
Wyatt BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY that the Ou-site Sew a a D's osal Systettl Constructed( )Repaired )Upgraded( )
Abal,fed( Iby Wm. �. Robinson SepMi Service
at 1 1 S A e . , Osterville , MA has been constructed in accordance
with the pr ionyf Ti llb 1dTab1Nr Disposal System Construction Perrot T a ' dated Ile--
?`
Installer Designer
The issuance of this permittsshall not be construed as a guarantee that the systpfn will function s designed. e
Date ,�'� Inspector
--
No. � _:. ------------—----------Fee $50 �
Wyatt THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
lwtgpoml 6potern Congtructtoti Permit
Permission is hereby gr4r ed tj Sounst te(. )tgfe(r�)l�.pgde( __ )Abandon( )
System located at ' MA
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.
Provided:Construction must be completed within three years of the date of this ermi
- � �t.Date: fi'�� 1fi0 Approved -.. _ f
Town of Barnstable P#—2
I/
Department of Health,Safety,and Environmental Services
Public Health Division Date
367 Main Street,Hyannis MA 02601
3
9AAN6[AarE, �
UfA89.
Date Scheduled
fu� Time�,i.L Fee Pd._��.�
Soil Suitability Assessment for Sewage Disposal
Performed B �:iC 144-4D --,I 11 i7
Y� 12 Witnessed By:
LOCATIQN&CENERAL�INFORIVIATI41
....: ....... .. ..
Location Address [l F i � e - n, Owner's Name,.SARAt} V4V A 1T
7 4✓-e-w�x{d Address Ai FI RSi
Assessor's Map/Parcel: J J U "vi Engineer's Name
NEW CONSTRUCTION REPAIR Telephone#
Land Use JJoMF_ 51TiE - - S1Gpes(io)-- ^Surfacc Stones
Distances from: Open Water Bodys7•'50 ft Possible Wet Area 14.4_ft Drinking Water Well It
Drainage Way ft Property Line ��1 R Other R
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
1351 Cg
T1
To
A-vE
�1.nNr
11�V
4F'F d
t`15�
C Ps
Parent material(geologic) 6LA(:4RL C:)TWRS vt( Depth to Bedrock i 1 UG
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face NuNE
Estimated Seasonal High Groundwater r a) —
ATIOIri EtJ1t SEASONAL HYG '
... WATER TAL '` ;':
. ..
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
•-index Well#_ 'Reading Date:_ Index Well level.-.--- AdJ.factor Adj.Groundwater Level
PERCOLATIt N TEST Uete:':t: T, . 6
Observation
Hole# Time at 9"
all.
Depth of Pere tp 1 Time at 6" -
Start Pre-soak Time® 0"DO Time(9"-6")
End Pre-soak
RateMin./inch �ZYhn.t ING4d
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy: Applicant
DEEP OUSEI��ATION HI�t,E ��� Foie# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) i Consistency.(Munsell) Mottling (Structure,Stones,Boulderes.
D 0
_ tt I-ODy I D Y 3/ N DNE -
10- -7t' w sA a P IvYR5IIo MoNIE 51-E
ZI G SAN 2.5Y 5 lr -E
DEEP faBSERVATIQN HALE L?DG Hole#.
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
DBI✓ AT TO E TEP OSROdNH G
Depth from Soil fiorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistencv." Gravel)
, :
DEEP OBSERVATION HOLE LC1GIs
Ho le
Depth from Soii Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency. Gravel)
Mood Insurance Rate Map
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No V Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? ` jE S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on JFArLL q(o (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 310 CMR 15.017.
Signature � ,Gr'� Date
WYATT
ADDITION &.RENOVATION FOR RESIDENCE
}' d OSTERVILILLEST AMAN -
02655
MRS. . WYA�TrT
.41 FIRST AVENUE.
OSTERVILLE" MA. 02655
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R12ANM STREET
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ISSUED FOR FOUNDATION PERMIT 6-28-2006
GRAPHIC SYMBOLS ARCHITECTURAL A88REVAl10NS
DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST
ARCHITECTURAL '
�„ :r to w1uRw wo OWNER T-01 FRONT COVER SHEET
I C ®D"`" �.. .,R.,,. Q--�>�+� Mr.SARAH WrATi PROJECT NUMBER:
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OSTERVAlE,MA 02655 0-01 FOUNDATION DEMOLITION PLAN
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^� 1�) A-0 FIRST RDR PLAN DATE: 2B JUNE, 2006
—0'"°"�"°" A-0.T THIRD FLOOR PLAN
CONTRACTOR A-04 NORTH ELEVATION
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a" 812 MAIN STREET S-04 ROOF FRAMING PLAN
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TEL.508-420-5298 1 m-`a'^"
FAX 508-420-2240 �aD APoWa
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RESIDENCE
Li 41 FIRST AVENUE
O O 0 OSTERVILLE, MA 02655
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GENERAL NOTES:
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❑ ❑ ❑ ❑ RESIDENCE
• 41 FIRST AVENUE
OSTERVILLE, MA 02655
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- GENERAL NOTES:
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TITLE
FIRST FLOOR PLAN
J s 4 PROPOSED FIRST FLOOR PLAN SCALE: 4/4• a ,'_o• � AmOl
DEEP OBSERVATION HOLE LOGS LOCUS.
MOTE.
DEEP OBSERVATION HOLE y1 WATERLINE LpUgrloN 7-0 CrAIUAEsE t5 To tsE
DEPTH FROM SOIL SOIL SOIL COLOR SOIL
TOP OF D.O.N. 1 SURFACE 0. HORIZON TEXTURE (MUNSELL) MOTTLING 07HER �IEI(7 VEKIFI�V Pa;101� rp r7�t. ST'ARi" of
A '�-NADY p � Q . / CoNST�UTION. PI..lvASE REFECC 1'4 NOTE 12 ANC 1 5
5. 10 - q ('' W S AM`( O xj FR A L� //v ANl( oTNER TowN of PAAN,5TAF.LF_ wAr�•V.
DEPAKT. REQUL.aTONS
FINE
c - z" S 2. 7
r L S : ``95r
I w�1 �°
S Ay
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BOTTOM OF PERC AT. (0411 TIME: I 1:U0
RATE: <ZMiN./INCH DATE: III3/')b G.W.E O NO n
PERFORMED BY. RICHARD JUDD WITNESSED BY: -TCKK`( DUNNING{
DEEP OBSERVATION HOLE #2
DEPTH FROM SOIL SOIL SOIL COLOR SOIL F L 00 1/- ZONE C
SURFACE In. HORIZON TEXTURE (MUNSELL) MOTTLING OTHER
TOP OF D.O.H. 2
BOTTOM OF PERC AT: TIME: __ -
RA TE: DA TE: G.WE O
PERFORMED BY. RICHARD JUDD W1 TNESSED BY.
DESIGN DATA: a�
1. REQUIRED FLOW 5 BEDROOMS X 110 GPD/B.R. - 5.0 GPD
2. SEP77C TANK-CAPACITY, 550 GPD X 2 = . 1 100 GPD
USE (1) 150n GAL. d:- SEPTIC TANK NIF / l
3. LEACH FACT ITY DESIGN: e45rI1AM, c�pw•J•I UAK6AKA / \\
SIDE AREA: 2- (4z'412.83)XZ X 0.7gaPp-,i ►4. = 1(.2'30 ,oOK t,z3y PA6e
BOTTOM AREA: 42'x IZ.53' X 0,7g qPd./SQ,f+ = 15(o139b 0 PLANTIN&
TOTAL = 5Col. 5
5 v I GPD PROVIDED > 550 REQUIRED A KEA
RESERVE AREA = 100r. LEACH CAPACITY gRIGH
USE.(4)4.83'X 8.5' I4-ZO LEACH CHAMSER5 vV+STONE Ar ENDS AND 514E5 "'"u< ' .t�
PoRcH K
ESTIMATED HIGH GROUNDWATER CALCULATION NA \ KFFEK TQ N07"E Iz
(USGS/CCC METHOD) ���o, JU
W" FDL1-a`y j0L� Tow+ or�K►ISTAfiIE w.arE1Z
[7EPI' frfflu�ATipNs,
INDEX WELL: / ZONE: _ Exis• r-44 4 B,R.
DATE OF READING: DEPTH TO GROUNDWATER: - - REEEK To NOTE to E 7, TO EL, 45.l0
GROUNDWATER LEVEL ADJUSTMLNT. T,O,FpN.EL.51.58
ACTUAL GROUNDWATER LEVEL O SITE: EL= �N(oN, ro N,
1 J
ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL= W � J.
rO 0 Br^ol< -1 o•i z YR 6E 1'�5
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GENERAL IYQTES: I ISOoyA�,
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN M r k fw TANRit'C� �H of IA�SS�yG
ACCORDANCE WITITLE OF THE SANITARY CODE & ANY I '
APPLICABLE REGULATIONS. g,N RERouT6 ex�snKa RICH. s
2. PRIOR TO BACKFILLING THE INSTALLATION, THE SANITARIAN OUTLET L1NL' fM1 I J. =
& HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. EI- JUDD,25
,,CIF' w�ov -�� 0,1 � � ��•5 No. 1125
3. ANY ALTERATIONS TO THIS DESIGN MUST BE APPROVED BY HLIA 104,, 01A,�Cet, l;.�K. Nlu E ��
THE SANITARIAN & BOARD OF HEALTH, IN WRIPN;. Lai o
4. SYSTEM IS NOT DESIGNED FOR A C.,4ROACE L.(INUER. `1'1`kq I Abc �O swu�6 Sc/STEF`N
PKOf'0SFLD �NITARIP
5. THE INTALLER IS TO VERIFY' i IE LOCATIONS) OF UTILITES, �o•b� �►( GARAC7t; tic
CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. P"' (-4) 4,5331 x 8.5'
6. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS ►RovwE c wNour I LEACH CHAM61 iKF� �V;
FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & Aoq REPLACED W/CLEAN, COARSE SAND. � •0 r94
rlr�l�r
Z ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION Ex1sTlnftcEssfnal- I
SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM _
DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE IZEFERroNo�E 8 �`
OF LESS THAN 2 MIN./IN. BEFORE & AFTER PLACEMENT, o
8. EXISTING CESSPOOL(S) TO BE PUMPED AND BACKFILLED PER
TITLE 5 ABANDONMENT PROCEDURES. P
Lames' J �P�,ZN�F Mq6s-,r
9. DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE TO
PROVIDE A SAFE EXCAVATION AREA. /3 5, p:gM- MICS. �N
10. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL LADLE
_ -
NOT EXCEED 36". _�-- sa.00(A56�N60� �
No.37560
11. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC V
UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4' DIA. N�F �,ytiO�oP
LEA H I- r NC t S J. S LJU 1
rCdt< Iol;Z rA6E 10
SCH 40 PVC SHALL NOT BE LESS THAT 0.01 FT/FT. y n
12. WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR
WHEN WATER SERVICE LINES COME WITHIN 10' OF THE
PROPOSED S.A.S. - PIPES SHALL BE CLASS 150 PRESSURE i
PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER LEACH CHAMBERS
TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 500 GALLON DRv WELLS Richord Judd, R.S.
NOTE - RAISE ALL COVERS TO 775 Freemon's Way
T.0. FDN. WITHIN 6" OF FINISHED,GRADE /-wCCIE;FrPOR41uVE Brewster, MA 02631
51.5a FINISHED GRAD � (508) 896-9316
T-O. SLAfF �8.25 36"MMAX 36"MMAX. 9" MIN.IN. 11 2" LAYER OF 1/8" TO 1/2" WASHED STONE
1 -1LEGEND: TITLE/ 41 FIfCST AVENUE
EL. OSTERV ILLS , MA
INV•ouT 50. ; OUTLET PIPE TO 36" MAX.
BE LEVEL FOR 2 FT. MIN. ------ioo----- EXISTING CONTOURS
5� 47. 4 pi1 14° 97.0S 47,02 � � 9V.85 � � � � o � �,,"... w-- WATER to BED CONTOURS OWNER: SAKAH A.WYATT
0 0 0 EFFECTIVE DEPTH c GAS
ZAKE: A 160,0 H-ZO
EF�wENT FILT' �►3-fo z' UNDERGROUND UTILITIES RE. VISIONS%
opt EQUAL
, ® V
GAS BAFFLE NO STONE UNDER • OVER DIG
AL. P-87 TEST HOLE
1500 "
FKpM NOu�F' 2q' H-ZO SEPTIC TANK 3/4 TO 1/2"Zl Z 1 4� WASHED STONE 'f1
STONE LENGTH 34 STONE MAP: 11(v PARCEL: 044
=
TO BE INSTALLED ON A LEVEL STABLE 5,9 F Mt�DWA�_ DATE: i i/q/q 6 SCALE: I, 2 o'
KONt r{A i',fi E{E ��BASE 6" CRUSHED STONE REQUIRED
PROPOSED SEPTIC SYSTEM - PROFILE '15OTTfm of TN 1 NOT TO SCALE 3846 , ZS(v OwG NO.:
- g00K P