HomeMy WebLinkAbout0073 GALLEON WAY - Health 73 Galleon Way V
Marstons Mills `
A= 098 037 •
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i
TOWN OF BARNSTABLE
LOCATION 3 SEWAGE
VJI,LAGEM Vn " " SESSOR''SS MAP&&PARCEL 05 03-)
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY o 0 0.0
LEACHING FACILITY:(type) ,i�;` (size)
NO.OF BEDROOMS 3
OWNER ep R,0I KIL
PERMIT DATE: COMPLIANCE DATE: _
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) Feet
FURNISHED BY
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Town of Barnstable P# t�
'. Department of Regulatory Services
Public Health Division Date
MASS.
ed39 ♦� 200 Main Street,Hyannis MA 02601
Date Scheduled_ - Time Fee Pd.-
Soil Suitability Assessrnent fqr Sew e M ®sal °
n V M Ior
Performed By: i
Witnessed By: � J
n LOCATION j& GENERAL INFORMATIO
Location Address #/ 3���ev v ce e i Owner's Name,�� �
E'\(.��o Address. _
Assessor's Ma /Parcel:p 9 r"Qy�V -7
p —�_ Engineer's Name C� 2
NEW CONSTRUCTION REPAIR Telephone r rJ�?Gd
O . ruv no .Crlyr7
Land Use Slopes(°6) / _ Surface Stones
'Ta�ix/h/if-•tr?AC�
Distances from: Open Water Body Possible Wet Area N A ft Drinking Water Welll'ft /�GL
Drainage Way IVA ft Property Line � � 'u ft Other Z C_>' ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
1. N
i t
( co
t ,
Parent material(geologic) S y/ �J ✓�—e✓Depth to Bedrock A114—
!!! t
Depth to Groundwater. Standing Water in Hole: ' y�Kfl Weeping from Pit Nee ok+ o
Estimated Seasonal High Groundwater >
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: /
3 Depth Observed standing in obs.hole: / In, Depth to soil mottles: in,
Depth to wee ing from side of obs.hole: in, Groundwater AdluRtment �s _. ft.
Index Well#_ eadin Date: Index Well level/ \ 1
g _� AdJ,factor Adj.C3roundwnter level ` lie, l
PERCOLATION TESL' uite Tlm,me l(U�
Observation
Hole# �( ts� $� Time at 9"
Depth of Perc (� 2 Jv'�� Time at 6"
Af
Start Pre-soak Time @ l \ - (2 6 �, z� Time(9"-6") LIZ
End Pre-soak r Z
Rate Min.fluch
Site Suitability Assessment: Site Passed _, Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back----
***If percolation test is to be conducted within 100' of wetland,you must first notify the,
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:XS,EPTICU'ERCFORM.DOC
t 1
DEEP-OBSERVATION ROLE LOG Hole#
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency,%Qmvel)
�b
3Z /3
DEEP 013SERVATION DOLE.L OG � Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,90 rav
DEEP OBSERVATION MOLE LOG Bole#
Depth from Soil Horizon. Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con i to c Gravel)
C
` DEEP OBSERVATION HOLE LOG Mole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface in.(' ) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
Consistency.
Flood Insurance Rate Map: �
Above 500 year flood boundary No— Yes
Within 500 year boundary No= Yes
Within 10Q year flood boundary No_ Yes
Depth of Naturally Occurring Pervious Material
Does at'least four feet of naturally occurring perviou ater'al exist in all areas observed throughout the
area proposed for the soil absorption system?
If not;,,wt at is the depth of naturally occurring pervious material? ,.
Certif=that
I certin >/l99date}I have passed the soil evaluator examination approved by the
Department of En ir�al Protection and that the above analysis was performed by me consistent with .
P
trai ' e ertise nd ' nce described in�10 CMR 15.017.
the required
2 !
Signature -2 Date 5 3
Q:%S.L4 MCVERCPORM.DOC
No. V) —,goo f ! r Fee Zti
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t1
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppliCatlon for ]Disposal *pstpm Const action permit
Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.-7 3��J/,0� Owner's Name,Address,and Tel.�No. S e 'G� 1'
As® oorr's Map?arcel k Pvvf-A 01/i q2
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building: S- 3W,'(a 2-3-7
DwellingNo.of Bedrooms Lot Size� �O, GG"- sq.ft. Garbage Grinder( )
Other Type of Building ��">��No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) `—,O 7b Q Design flow provided gpd
Plan Date 4umber of sheets Revision Date
Title
Size of Septic Tank 1000 Type of S.A.S.
Description of Soil 5 ] U4 /
Nature of Repairs or Alterations(Answer when applicable) S��d-1 AP"
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 Certificate of
Compliance has been issued by this Board of ealth. 5m-
Signed Date /
Application Approved by, ,11 �Lf,`,�,� _ Date
Application Disapproved by Date
for the following reasons
Permit No. P-®l?2 —AU V Date Issued 44,
No. a 3-2 a -� �W, -�a.6 j Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes,
PUBLIC HEALTH DIVISION - TCLAtOfaBARNSTABLE, MASSACHUSETTS
01pplication for Vsp`o_ 8A ,*pstrm Construction Permit
Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.`�3 W9)��m C Owner's Name,Address,and Tel.No. Ccj '
Assessor's Maja /P�cel LW(U b
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�'LuS �LoS.Cvv51• YA✓2.�+u.�H uT w� odG �. /'hw !�1 /- 9 3�y�r
Type of Building: 5,0
Dwelling No.of Bedrooms 3 Lot Size ;10 p sq.ft. Garbage Grinder( )
r
Other Type of Building C /� No.of Persons Showers( Cafeteria( )
Other Fixtures Design Flow(min.required) —,p- 14!lf,, 4 44 jph Design flow provided gpd
Plan Date cla 113 Ifumber of sheets Revision Date
Title
Size of Septic Tank /0/30 Type of S.A.S. p1L.�
Description of Soil o-P. 1 1 4V 1
Nature of Repairs or Alterations(Answer when applicable) SGY SA00LI Ae rj,
V
i
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 Certificate of
Compliance has been issued by this Board of Health.
Signed 6 Date
Application Approved by' ���j,/ �> Date
Application Disapproved by 7% Date
for the following reasons
5 /
Permit No. 0 0 L2 Date Issued
TH E COMMONWEALTH OF MASSACHUSETTS
} BARNSTABLE,MASSACHUSETTS
(Certificate of (tompliance
THIS IS TO CERT.�I.F---�Y-,that the On-site Sewage Disposal system Constructed( ) Repaired(�() Upgraded( )
Abandoned( )by eS 4-!2!t5 �\
at :73 � been constructed in accordance
G I-P Unrti� {poi� r� l�s
with the provisions of Title 5 and the 9)Disposal System Construction Permit No. dated
Installer !US 8r0j,4/j Cah ;t Designer S
#bedrooms N3 Approved design flow '336 gpd
The issuance of this permit shal�not be construed as a guarantee that the system ill nctio, �esigned.
Date // ��, Inspector
No. 0(^ — 00 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstrm Construction Permit
Permission is hereby granted to Construct( ) Repair(,/�) Upgrade( ) Abandon( )
System located at G' f
s
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Cons ction must be completed within three years of the date of this permit. Q
Date Approved by C�r/ 2ef(=4� 4--
' Town of Barnstable
mot , Regulatory Services
Thomas F. Geiler, Director
AR MAM .L * Public Health Division
i �.
9`DAj 1639n. s`�� Thomas McKean,Director
FO MA'S
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 2 - 13 Xsewage Permit# 9.U15- a.00 Assessor's Map/Parcel 98- 37
. Installer & Designer Certification Form
Designer: Z 4 S 5cW,!F`f _iVC' Installer:
Address: Address:
O 2 f G 3 Ale N,vV 14`i/
On p- was issued a permit to install a
(date) (installer)
septic system at �3 6,=.Cgz)V 6/�J based on a design drawn by
(address)
vie l� %-c 4AJ6A;7 , s,C dated ' z�' _ l 3
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout (if required) was inspected and the soils
were found satisfactory.
,IN of Mqs�
DAVID
�' ► D.
(Installer's Signature) FLAHERTY, JR.
/q No. 1211
(� (Designer's Sig ature) x ( ffix Des °tamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q:\office forms\designercertification form1c
LO-C ATION SEWAGE PERMIT NO.
VILLAGE
INSTA LER'S NAME i ADDRESS o
B U I L D E R OR OWNER
�
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
a it
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No.....$.Z:.22: Fx$. ...................
THE COMMONWEALTH OF MASSACHUSETTS
/ BOAR® HEALTH
....................OF.............,( t1!�STi f�L P.......................---------
Appliration for %gpas�al Wor/kri Tomitrnrtiun amit
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
Syst at:
-.....-�. r!/1 bra ='.....-......-%-----------------•----....•.......-•---......
Location-Ada�ss W.
� ...... �. -2�. 7.' ......�.' t-�_...e..Ze ........ _�T..... .'!'� ..... 'O u
_.
Owner -Address
--- -----
Installer Address
PQ
UType of Building Size Lot__ ®<.a ...Sq. feet
., Dwelling—No. of Bedroom . _ 1 __________________________Expansion Attic ( ) Garbage Grinder ( )
41 Other—Type of Buildinglor, No. of persons.........!;�?.............. Showers ( ) — Cafeteria ( )
Pa Other fixtures ------------------------------•••• -
W Design Flow............. S......................gallons per person per day. Total daily flow..................... .................gal. _ Ions.
WSeptic Tank—Liquid'capacityA°°a_.gallons Length_W l t"... Width__- ........ Diameter................ Depth__4...........
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area-----` Z/-----sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft.
Z Other Distribution box ( ) Dosing to, ( )
'-' Percolation Test Results Performed by.._._ _. �i ossYy�� .... Date........ __ c?,1..
aTest Pit No. 1......�.....minutes per inch Depth of Test Pit-----/L...... Depth to ground water............
f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
--------------------------------------------------------------•----•------------------------ ._.....••.. ----._.._...••-•.-•---
O Description of Soil...t�ra..�r2� ------ '------� ........ ........
x
W ••-•••••-•-•----------------•._.......•••--••........-•-•••---------•------------------••-••-••••-•----•••-••••-----------------....•-•--------•--••••-•••-••-••-••••--••••••-............••...••••.....
UNature of Repairs or Alterations—Answer when applicable................................................................................................
•----------------------------------•---------------------..._..........-----------•-----------------------------------------------•--------------------------------............-••.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITI U 5 of the State Sanitary Code—The undersigned further agrees not to place the, ystem in
operation until a Certificate of Compliance has bee issued b t"arie Ith.
Si ned T/� ,..
ate
Application Approved By......•... ..... .. • .... Da te
Application Disapproved for the following reasons----------------------------------------•----------......-------------------------••-•-••--......•-••-......._._
---------------------•-----.....-•-•-----............--------------------•------------------------------------••-••----•---••----•••------••----...•--••--••-•--•••-••---•-----••••-••----•---•-••-..---
Date
PermitNo........................................•..........----. Issued.......................................................
Date
No....}::.....2 : F>s ............ .
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..�/.. .....i .....................OF.......:..7./�_1 i -TI�J L P
Appliration for llhipoii al Works Tnnitrur#iun truth
Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal
Syst at:
... ,��--77��,.... - .-- - .......-- • ....i..... �.. ....
Location-AdF _ . ....�........../..�...�.---T--�•....�.---�----•---o-r/-•-y---t-.-•7-o-.-�----�-•-----....------...... ....---
- .._.._ ...: f.:� .................................-- .ti ......._ `�' .........% �`!�'
a � �552 Owne Address
Installer Address
U Type of Building Size Lot_ n:. r�...Sq. feet
Dwelling—No. of Bedrooms.<�5.................................Expansion Attic ( ) Garbage Grinder ( )
a Other—Type of Building......=....................
' No. of persons_._..___.-.............. Showers ( ) — Cafeteria ( )
Other fixtures
W Design Flow............ -.`a..........................gallons per person per day. Total daily flow........._. _....v_....._.........-.gallons._,
G: Septic Tank—Liquid capacity_.!°Ov..gallons Length_! ?.��..... Width...-?_......... Diameter................ Depth._Ki....::t_.
Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area............4......sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
'-' Percolation Test Results Performed by._-_ J ?._._ p='�'�'�^, -- Date
-•-•---...----•---- --------••---•--..
Test Pit No. I......Z:......minutes per inch Depth of Test Pit.....Z__......... Depth to ground water........................
(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to
a ` ' . ground water._._._........_-........
..................
•.........
OD ...*
---------
Description o Soil ��rd
-�� - � � ................................................
U .......................................•............................................................_
x ----------------------------------------•-------------------------------•---•----------------••------------•-----------------------------....-•-------------...-------•----•-------••---•-•...-••.......
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
--------•--------------------------------------------------•---•--------------------•-••-----.....--------------------------------- ------------------------------------------------......---.....••----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TiTsE 5 of the State SanitaryCode—The undersigned further agrees not to lace/the
g g pystem in
operation until a Certificate of Compliance has bee issued by'the board of health.
�, i
..-------•----....----•-•-------•--- ...--.......,---••-•--•--....
Signed-Application Approved By. ,� �� .... F Date
.z - ----- -------------------------
' Date
Application Disapproved for the following reasons:................................................... .................................................-........_
-------•----------------------------•--------------•---------•-------------------•---------•------------------------------------------------•----------------------------------------------------•---••-
Date
PermitNo......................................................... Issued........................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD -OF HEALTH
oF...... ....::.. .:......./.. '..............................................
(Irrtifirate of Toutpliunrr
THIS IS �O CERTfY YY Twat the Individual Sewage Disposal System constructed ( f ) or Repaired ( )
by....9Z rU...... ,�-/:� � -- ...............................................
..............................................................................................
_ i�� �i�/l!G/ �l�/, Installer
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the .
application for Disposal Works Construction Permit No.._efx!�.>�-f................. dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.................................................8.. �.6
Inspector ---------------•--•--------•-------...------....._..._.••-••---------......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
HEALTH
OF
No.dr1 •--•---------------------........
'
..Y.."1. .... FEE........................
Juan rruti�
Permission is hereby granted_�-..>.............. i �. -----------------------------------••---.........---
to Construct ( ) or Repairs ( ) an Individual Sewage Disposal System
A....";."
....----• '
Street
as shown on the application for Disposal Works Construction Permit No..................... Dated..........................................
Board Health
DATE................................................... .7_.: _!�. .
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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A CONCRETE BOUND
LOCUS D A T FOUND & HELD
2- ROUIE 28
t; CURRENT OWNER GEOFFREY & MARY LOT
PAT WURLITZER LOCUS =
PLAN REFERENCE LCP 38071A, SH-2
�'p �� N
DEED REFERENCE CTF. 165213 G
z �� �� B(/Mps RI
1 RD.
SHED N EXISTING 1,000 0 R
ZONING DISTRICT RF EXISTING LEACHING PIT TO BE GALLON SEPTIC
o PUMPED, CRUSHED; SAND °26, TANK TO REMAIN.
o FILLED AND ABAN60NED IN LOCUS MAP
OVERLAY DISTRICT ZONE II - GP ^ryh' ACCORDANCE WITW` TITLE 5. LAWN NOT TO SCALE:
FLOOD ZONE "C" 250001 r 3 I' 56.5 X °°• /�� BENCHMARK JOB #13-0119
D.T.H. #1 CORNER OF CONCRETE
ASSESSORS MAP 098 PROPOSED BULKHEAD. ELEVATION 59.00
PARCEL 037' „) DISTRUBITION BOX / n
C-7 56.6 'X / 40
LOT AREA 20,000f S.F. A PROPOSED
�<v LEACHING AREA. i' 56.9
8.5' x 32.0'
LAWN
SITE & SEWAGE
D.T.H. #2 / / �58' ^0 57.4
REPAIR PLAN
56.8 X
� OVERHEAD WIRES —
TT 7J v PROPOSED O DECK — — — /
GALLEON WA / PORTRVATION
IN LOT �6 � I ,
8
#73 LAWN
20,000t S.F. •S• �°
',�af y -��� �f:1 MASS EXISTING I /
/ 3 BEDROOM
f DATE: 5-28-2013 DWELLING
56.7 LAWN I , j'� W /
APPLICANT: / DECK
GEOFFREY WURLITZER
73 GALLEON WAY GARAGE
OSTERVILLE, AM 02655
508 428— 4358 EDWARD ��m ti � 405
A.
L O 5 STONE N °?6,
SHEET 1 OF 2 EXISTING
No, zss �, z
� Q �o l6 / DRIVEWAY
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
0 20 30 40
P . O. BOX 1729 �� / LAWN
SANDWICH MA 02563 I �y
GRAPHIC SCALE:
PH. (508) 888-3619 1 INCH = 20 FEET
CELL )508) 527-3600 /
'l
SYSTEM DESIGN
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
E` OBSERVATION DESIGN FLOW
a<. SILL ELEV. 59.80 FINISH GRADE I PORT TO GRADE 3 BEDROOMS AT 110 GPB/D M( GPD
• GRADE ELEV. 58.30 ELEV. 58.1 FINISH GRADE
ELEV. 56.4 ELEV. 562 REQUIRED SEPTIC TANK
GROUND ELEVATIO 56.1
TQP
3.0" OF COVER r2.9/' OF COVER ___33_0_x_2__ _ ___6_60 GAL.
18'OS=0.167 TOP ELEV 53.2 SEPTIC TANK REQUIRED = L 00__GAL.
4" PVC
SCH 40 2 I - MAX 4" PVC SCH 40 5'®S= 0.01 EXISTING S.T. TO REMAIN = ?9-09__GAL.
INV.=
IN .= XISTING 56.26 10"TEE 14"TEE INV.= i4 SIZE OF LEACHING FACILITY REQUIRED
56.097INV.=
00 DESIGN PERC RATE __ <2 __MIN./INCH
�< GAS BAFFLE 3 LONG TERM APPL. RATE_2•74_GPD/S.F.
f: 4'-1" LIQUID LEVEL
LINV.=
QUIK-4" STANDARD INFILTRATORS LEVEL
9 52.87 > L52.2
SIZE OF LEACHING SYSTEM PROVIDED:
'T" REQ. INV.=52.92
<r: 32.0' a-
- 330 -. 0.74 SF/GPD = 446 S.F. MIN. REQ.
° USE (24) QUIK 4 STANDARD C6 ui USING 24 DATUM: EXISTING 1,000 GAL TANK TO REMAIN CHAMBERS TOTALING 96 LINEAR FEET 44.0 NFILTRATORT- 24 QU KELESS N"4S STANDARD
48"x34"x12" STONELESS BED FORMATION NO GROUNDWATER TPIT#1
VERTICAL DATUM: BARN. GIS - MSL± CONSTRUCTION NOES: ( THREE ROW OF EIGHT PANELS ) 4 SF / . X (4' x 24) = 453.74 S.F
BENCH MARK USED: CORNER OF CONCRETE 1 OBSERVATION PORT 453.3.74 x 074 G/SF = 336 GPD
BULKHEAD ELEVATION 59.00 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND / SCREW CAP TO GRADE
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 336 GPD PROV > 330 GPD REQ. = 6 GPD RES.
WORK ON THE SITE. SAND FILL
SITE & SEWAGE 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
REPAIR PLAN 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
73 GENERAL NOTES:MATERIALS OVER THE SEPTIC TANK IS PROHIBITED. I
# �---2.83'--{-�-2.83'-4--2.83�cli P
'^/ v . ALL WKMASHIP AND GALLEON WA / 1 TITLE OVRANDNTHE TOWN OFTBAIRNSTABLE RULES AND REGULATIONS8.5' DATE: 51 24--22013 DATE: 5�24--22013
N FOR SUBSURFACE DISPOSAL OF SEWERAGE. END VIEW GROUND ELEV. 56.5 GROUND ELEV. 56.5
0 S TE R VI LLE, MASS 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE NO GROUNDWATER NO GROUNDWATER
t ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING I CERTIFY THAT I AM CURRENTLY APPROVED BY THE
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT
DATE: 5-28-2013 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL A
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE EVALUATION ARE ACCURATE AND IN ACCORDANCE WITH 310 LOAMY SAND FILL
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY CMR 15.100 G 15. 0 1OYR 3/2
APPLICANT: MUST WITHSTAND H-20 LOADING. B loll B 24"
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
G E 0 FFR E Y WU R L I TZ E RSAND
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EDWARD ONE, CE TIFIED SO L EVALUATOR LO 5MR 6/6 SAND LOAMY
5
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
40'
73 GALLEON WAY OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. , ELEV =53.8 32' ELEV =53.2
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER GROUNDWATER ADJUSTMENT C-1 C-1
0 S TE R VI LLE, AM 02655 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. SILT LOAM COARSE SAND
NO OBSERVED GROUNDWATER
7. SEPTIC TANK
SCHEDULE 40 PVC ITARY .AND SHALLSHALL EXTENDEACMINIMUM OFD6' 74" 100 GFABOVE � 10YR 7/6 % G 6RAVEL-VE
DEPTH TO BOTTOM OF HOLE 12.5 62,
(508) 428- 4358 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND C-2 64"
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. COARSE SAND C-2
SHEET 2 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 10YR 6/6 MEDIUM SAND
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ��ZNOFk48 10% GRAVEL 2.5Y 7/4
ELEVATION OF THE OUTLET PIPE. q�
PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES �o� D VID tiG NO G. WATER 150" NO G. WATER 120"
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ELEV =44.0 ELEV =46.5
TE AS SURVEY, I N C. BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4 PVC H T1r R N -t
11 SHALL BE 141 R T. 6 A SHALLIBESSLOPED SCHEDULE 40 PVC
NCH PER FOOT MIN.SEWER
XCEPTPIPE
FORAND
THE 9" p DTH #1 INDICATES
HOLEDEEP B.O.H.
DONNA MIORANDI
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL F ST?V' SOIL EVALUATOR
P...O. B 0 X 1729 BE LEVEL I SgNIT R`N INDICATES ED. STONE
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION P-2 62" PERC TEST BACKHOE OPERATOR.
SANDWICH MA 02563 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW 13 (KEVIN) ELLIS BROTHERS
AND APPROVAL. 1 6 NO MOTTLING SOIL TYPE: 1
PH. (508) 888-3619 13. MAGNETIC TAPE OVER ALL COMPONENTS. NO 'WEEPING PERC RATE: <2 MIN. PER INCH
0_74 GAL/SF/MIN
CELL (508) 527-3600 JOB# 13-0119.DWG I ...� - INDICATES ADJ. GRQUND,WAER LOADING RATE:
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