HomeMy WebLinkAbout0061 WHITE OAK TRAIL - Health 61 WHITE OAK TRAIL, CENTERVILLE
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UPC 12543
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No. Feet
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
a pplication for 3Di,5po5a1 *p5tem Cou0tructiou Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No ce'n9 Owner's Name,Address,and Tel.No.
.
Assessor's Map/Parcel SQ S ���1� _ l rpo-U)I ea
Installer' m ddress,and Tel.No OO�'77,E o�7 Designer's Na Addre s and Tel.No.50U—�6 LI�S�Lq
c3 g C ry cl�• le_C�ctije. Sam cA-%
Type of Building:
Dwelling No.of Bedrooms of Size sq. ft. Garbage Grinder (09
Other Type of Building g*� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ��w gpd Design_flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of.Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applic ble)
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 f ealth.,`
Signed Date
Application Approved by ` Date
Application Disapproved by: 0 Date
for the following reasons Permit No. c�-0C)9 " *7f Date Issued
- _. : ._. _ -- ------------- ------- --------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (x ) Upgraded
ha ( )
Abandoned( )by�JM C- Ss 0_
at d, gas been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. .2 0 Og - x71, dated 7 I-OK .
Installer Designer
#bedrooms Approved design flow 7 `� gpd
The issuance of this permit shall not/b''e��cyyo, strued as a guarantee that the system wil fuctJi�oy'nas1/des/ined. �✓
Date ! J(� Inspector /t.�(�/
———————————— ——— ——— — ———— ———————————
... ... —_ram----- ---------——--
-- -----
No. f Fee f-> )
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
mi�po5ar &p!gtem Con!6tructiott �errrYttr�
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ,)_—Abandon ( )
System located at / , I��n /`�� \� �"(���`. \ /).n'.P Ai
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit.
Date_T— )- O,Y�,/ �'Approved by (� .
tl
//o
No. 00 a-' 8 V.sa Fee/P
THE COMMONWEALTH OF MAS8ACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION , TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for;M-5pogal *p5tem Cot5truction permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1 Owner's Name,Address,and Tel.No. &�7 5'`><05
Assessor's Map/Parcel u/r( �h i O[-c�' 1'
Y. Installer's Name Address,and Tel.No.W Designer's-- 77 g �� '` � 'Q 1��✓r f
ner's Name,Address and Tel.No.
Type of Building: _
Dwelling No.of Bedrooms C C , �ot Size, sq.ft. Garbage Grinder (FIP
Other Type of Building No`of Persons Showers( ) Cafeteria( )
Other Fixtures f
1
Design Flow(min.required) ,� , /� gpd Design flow provided �_:3K gpd
Plan Date Number of sheets Revision Date .r
Title
Size of.Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Annsweerr when applicable) �nS �rl�i�,� T�A-�/, ,K
'_
( �jQ 1
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.
Signed A 1� - Date ')`
Application Approved by e Date - I-off
Application Disapproved by: ( Date
for the following reasons
Permit No._� Ong -a 74 Date Issued - 1 -0
Town of Barnstable
Regulatory Services
Thomas:F. Geiler,Director
sniwszasLs *'
MASS.
Public Health-Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644_ Fax: 508-790=6304
Installer.&Designer Certification Form
Date: Sewage Permit#. Assessor's Map Warcel
Designer: �CQ = (� Installer-.
">
Address: . �{ j i C�✓1C1.1� ��-�2 Address:
:2
On.. 1 L �� was issued.a permit to,install a
(date) (installer)
septic system.at based an:a design-drawn by
(address)
11I
dated-
_ (designer)
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.-
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 8 Local-Regulations Plan revision
certified.as-built by designer to follow.
N OF MgSs�cti
0 oa io
(Installer's Signature) 0 COUG ANMW N
No..1.093.
G1 s-f
Lot& Sq NI TAR PN
(Designer's:Signature) (Affix Designer's Stamp Here)
PLEASE RETURN' TO 'BARNSTABLE--.-PURLIC--''IIEAL.TH: DIVLSION. CERTIFICATE .'OF
COMPLIANCE VALL.NOT..BE ISSUED UNTIL BOTH THIS-:FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/septic/Designer Certification Form 3=26-04.doc
f
TOWN OF BARNSTABLE mo-�a�(p
LQCATION l `i 4,r` SEWAGE#jJ is—
VILLAGE ASSESSOR'S MAP&PARCEL/q t S6 Sr
INSTALLER'S NAME&PHONE NO. 7Ga��aivt � �77
SEPTIC TANK CAPACITY /S
LEACHING FACILITY.(type) -— L (size)
NO.OF BEDROOMS 1-
OWNER
PERMIT DATE: '7 _ 6,� 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 L-aching Facility(if any wetlands exist
within 300 feet of leaching:facility). t feet
FURNISHED BY
r 90A
r.
A—Y 1,l V
c3- Y 30`7
Town of Barnstable P
Department of Regulatory Services
taxerusts i Public Health Division Date
200 Main.Street,Hyannis MA 02601
-'Date Scheduled"' Time Fee?d.
Soil Suitability Assessment for Sewage Disposal
Performed By: Witnessed By:
q �+ "LOCATION& ENFRAL INFORMATION
` T
' Location Address I 6/Gl(Tr �rZ �(bi., � Owner's Name �\jorbot,4
Address �� `V A+�t,
Assessor's Map/Parcel: /C�QS Engineer's Name
U, �b 11k'f hgr
IN NEW CONSTRUCTION REPAIR Telephone#
Land Use Slopes(%)--O __ Surface Stones
Distances from: Open Water Body ®��/ ft Possible Wet Area A0't ft Drinking Water Well +y 0 4 ft
Drainage Way 50 1 ft Property Line to t ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
-- 69.61 Ft g.43 Ft-- -- ` O m m 0i
WW"
1 OOft mozz O�� C
1 I LL>DZOO M Z
i I I T® '_ o(f)i00r�IzXD �z O I
z A
�I I r® l�rn ' OM O r0 MM 300
NI I 1m O �� rm ZZ, m
` II 9)cNi)Q�lyOp� f�1Q> > j
1. —A \ # w m< z jm omm 0
, NU)�M �
M
3
m r z1 6 — i + J�
F m5.05 Ft I
II fj N
Parent material(geologic) Gl �7'7 Depth to Bedrock v wt
Depth to Groundwater. Standing Water in Hole: Y 1�j��� Weeping from Pit Face
Estimated Seasonal High Groundwater � qk vel
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: !iW Obe'llf .
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 e,rp Adj.factor.....va,. Adj,Grout "ter bevel,,
PERCOLATION TEST bate Time I-L!
Observation •
Hole# �, �_ Time at 9" t` �
Depth of Perc x t r` Time at 6" ` ' 154
1
Start Pre-soak Time @ U•30
`` - 'rime(9"-6") 1; �1 h
End Pre-soak
Rate Min./Inch ZYMI P 1
Site Suitability Assessment: Site Passed Y Site Failed: Additional Testing Needed(Y/N)
n
Original: Public Health Division Observation Hole Data To Be'.Qompleted 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:\SEPTICNPERCFORM.DOC
SOIL TEST LOG
DATE OF TEST: JUNE 20. 2008 6
APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461
WITNESSED BY: DONNA MIORANDI. HEALTH DEPT.
;PERC NUMBER: 12252
NO TEST PIT 1 PAARENOTUNDWATE MAATERIA EPROGLAC ALD OUTWASH
PERC AT 62 in - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) . MOTTLING
66.00 `
0-6 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE r�
63.33 B-32 B LOAMY SAND 10 YR 5/6 NONE FRIABLE
32-132 C LOAMY MEDUIM SAND 10 YR 6/3 NONE LOOSE
55.00
NO}
TEST PIT 2 PAARENOTUNDWATER MATERIAL: PROGLACA LED
OUTWASH
2 MIN/INCH IN C SOILS
ELEVATION .,�
DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER J
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
65.90
0-10 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE G
63.23 10-32 B LOAMY SAND 10 YR 4/6 NONE FRIABLE
327132 C LOAMY MEDUIM SAND 10 YR 6/3 1 NONE ILOOSE
54.90
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders.,
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulders.
Consi to ra
Flood Insurance Rate May:
Above 500 year flood boundary-No= Yes _
Within 500 year boundary No-Z' Yes
Within 100 year flood boundary.No 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? �4
If not,what is the depth of naturally occurring pervious material?
Certification 0115 (date)
p I certify that one 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 w' 1H aF M
the required training,expertise and experience described in 310 CMR 15.017.
2
n 069 DAVID �c
Signature lT/ L,»�il �> � �S�= Date �� D.
COUGHANOWR
s0 �'CENSE� Q
FVALUP�O
QASEPT10PERCFORM.DOC
.f
BORTOLOTTI CONSTRUCTION, INC.
SUBSURFACE,,SEWAGE DISPOSAL SYSTEM INSPECTION FORM
Address Of Property b W`i i f Cl G��.Li �`'`1^a// �'r,�f C'✓✓ ���' — -
Owner's Name
Date Of Inspection
PART A
CKLIST
Checkk if the following have been done:
t/ Pumping information was requested of the owner, occupant, and Board of Health.
None of the system components have been pumped for at least two weeks and the
system has .-been receiving normal flow rates during that period. Large columes
of water have not been introduced into the system recently or as part of this
inspection.
As-Built: plans have been obtained and examined. Note if they are not avail-'-
able-.with N/A.
✓ The facility.or dwelling was inspected for signs of sewage back-up.
The site was inspected for signs of breakout.
✓. All system components, excluding the SAS, have been located on the site.
The. septic tank manholes were uncovered, opened, and the interior of the septic
tank.was inspected for condition of baffles or tees, material of construction,
dim- ensions,,'depth of liquid, depth of sludge, depth of scum.
The .size and location of the SAS on the site has been determined based on exist-
ing information,or approximated by non-intrusive methods.
The facility owner (and occupants, if different from owner) were provided with
information on the proper maintenance of SSDS.
SCJBSURFAC SEWA+C 'DISPOSAL SYSTEM;INSPECTION FORM
PART B
SYSTEM'..INETICN
F BW C ONDITICNS
If. residential'
2 number Of';.bedrocros
Z number of current residents
garbage grinder, ..yes or .no
- ej laundry: connected to system, yes or no
eS~ seasonal use, ,yes or .no
If nonresidential,, calcuiated :_flow:
Water meter readings, if available:
llSoy/ Last date .of occupancy
MMIAL B`FRMATICN
Pumping.'records and source`of: information:
i� /��,� �_ ear, �✓
ids s
M�e a
a
iris
y . ouPofipection .if.- es . vlme , . yes or no
son: for piuVing:
TYPe of:,.system
Septic tank/distribution box/soil absorption system
Sngle..C.esspool
Overflow cesspool
Privy
Sharedwsystem:'.(yes or no) (if yes, attach previous inspection records
/ if any.).:
fez (explain) .
�', Z,- G AS oD�s
APPro?ama£e .age of all ccmporients. Date installed, if known. Source of
information :'
Sewage odors detected when arriving at the si --te, yes or no
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
:SYSTEM- I NFICF MATION CONTINUED
SEPTIC TANK: ��
(locate..on site::plan)
depth below grade:
material 'of construction: concrete metal FRP other(explain
dimensions:
sludge:.depth
distance-from top of.- sludge to bottom of outlet tee or baffle
scum .thickness
distance from,.top of scum to 11--op of, outlet tee or baffle
distance from bottom of scum to bottom of outlet tee or baffle
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles,
depth of liquid .level in relation to outlet invert, structural integrity,
evidence of leakage, recommendations for repairs, etc. )
DISTRIBUTION BOX:
(,locate on site plan)
depth of liquid level above outlet invert
,Crnmeiits
(note if level and distribution is equal, evidence of solids carryover, evidence
of leakage into or out of box, recommendation fro repairs, etc.. )
PUMP CHAMBER:'.e//
(locate on si e plan)
pumps in ,working order, .yes or no
C ffuents ,
.(.note:.condition of pump chamber, condition of pumps and appurtenances,
reccannendations :_for. maintenance or repairs, etc. )
SUBSURFACE SEWAGE: DISPOSAL SYSTEM INSPECTION FORM
PART. B
SYSTEM REU MATION 0ajI'IIVUED
SOIL.ABSORPTION. SYSTEM (SAS) :
(locate :on'.site plan, if possible; excavation not required, but may be
appraximated. by non-intrusive methods)
If not `detezmined to be present, explain.-
Type
leaching, pits and number
leaching: chambers.and number - ---
eaching galler y and number --
leachng ttenches, .number, length
leaching. fields `:.numberdimensions
overflow; cesspool, number _
Cbwoents: .
(.note condition of soil, "signs of hydraulic failure, level of ponding,
condition of vegetation, recc�xnendations for maintenance or repairs, etc. )
CESSPOOLS (Locate on ;site plan j :
number:and;configuration
depth.,top of liquid to inlet invert �-------
depth of solids layer z
depth:of:scum layer --
dimensions of cesspool . /- 'X e Z
materials of construction — b
indicat ion`of. 9roundcaater
infloi '(cesspool must be pumped as
part of inspection)
Crxra��nt s- -
(note condition of soil, signs of hydraulic failure, level of
condition 'of. vegetation r pairs, ,
,. recommendations for maintenance or repairs, etc. )
PRIVY:
(.locate on site plan)
materials of:construction
dimensions
depth of solids --
Ccmnents
(note condition of soil, signs. of hydraulic failure, level of
condition of vegetation, recommendations for maintenance or rending,
pairs, etc. )
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
SYSTEM INFORMATIM CCNTI dUED
SKEPCH.OF SEWAGE DISPOSAL.. SYSTEM;
include ties`<to at least two, permanent references landmarks or benchmarks
locate all wells within 100'
ba�'�9G
311
2�
�l
�3
•�=z
DEPTH ZOO. GROUNDWATER
6 depth to groundwater
method of determination or approximation:
4wol X
t,: a 7,n.: ... .,,..; ..... -. ., .. .... .. _. ....
SUBSURFACE .SE ME DISPOSAL.SYSTEM INSPECTION FORM
PART C
FAILURE (�
Indicate yes, no, or not determined (Y., N, or-ND ). Describe basis of
determination in all instances. If "not determined", explain why not.
Backup of .sewage. into facility?
�'/•� Discharge or ponding of effluent to the surface of the ground or
surface waters?
VStatic liquid level in the districution box above outlet invert?
Liquid.depth in cesspool, .6" below invert or available volume, 1/2 day
flow?
Required pumping 4 times or more in the last year?
number of times pumped
W/Y Septic tank is metal? cracked? structurally unsound? substantial
infiltration?.substantial exfiltration? tank failure imminent?
Is any.portion of .the SAS, cesspool or
prime'
below the' high groundwater elevation?
Wthin :50 feet of a ,surface water?
Al Within 100 feet of a surface water supply or tributary to a surface
water supply?
/// Within a Zone I of a public well?
Within_50 feet .of a private water supply.well?
Within. 50;feet.of.a bordering vegetated wetland or salt marsh
(cessp0ols and privies only, Aet the SAS)?
Less than 100 'feet but.greater than 5,0 feet from a private water supply well. with no acceptable water quality analyss? If the wellhas been analyzed'to be acceptable, attach co
for coliform bacteria, volatile o copy of well water analysis
organic
and nitrate nitrogen. g compounds, amonia nitrogen
TOWN OF BARN3'TABLE � 7
LOCATION & l G/i✓!9i � �a/ SEWAGE #
VILLAGE g::''e, ASSESSOR'S MAP LOT l qv ^O
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITYAtype) (size) fe o
NO. OF BEDROOMS PRIVATE WELL OR UBLIC WATER
BUILDER OR OWNERS
DATE PERMIT ISSUED:
DATE .COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
He 0
r o
,r`
Sep 5e
Flint ray
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART D
CERTIFICATION
Name of Inspector: l�.O���� �, 6irr to zo_f,
CoalpanY Name
" Canpany Address
Certification. Statement
I certify;that. I have inspected the sewage disposal
this addres or
s and that the information reported is true, airateyand
at
complete'as of .the time of in.Gpectio. n.. 'r_hF in.specticn was performed and
any r` wrl endations regarding upgrade maintenance and re
consistent with pair are
my training and experience in the proper function and
maintenance of on-site .sewage disposal systems.
check One:
V I have.not found any information w '
to ad hich indicates that the system fails
equately protect public health or the environment as defined in
310 CMR 15.303.. Any failure criteria not evaluated are as stated in
the-FAILURE CRITERIA section of this form.
I have determined that the system fails to protect public health and
the envirur,,Ment as defined in 310 determi CMR 15.303. The basis for this
nimation is provided in the FAujAM allM RIA section of this
form.
Inspector's Signature
Date
le-III
Original to- System Owner
Copies to
13UYer .(.If applicable)
Approving authority
69.61 Ft =— --_-- --
136.43 f't-- 66 CONTOURS
z
����-- -- �
\ 1EXISTING - - - - - - - 50 co o z Y
MINIMAL GRADING PROPOSED 0 o
I Locus
NOTES I 29 Ff.l x IB f t x 2 f t GAS LIN
.
LEACHING GALLERY \ E 2
1 EXISTING CESSPOOLS TO BE PUMPED. I GAS N
1 COLLAPSED AND REMOVED. EXCAVATE I \ I e W o
I ALL ASSOCIATED CONTAMINATED SOILS 10 ft GATE W
1 AND REPLACE WITH CLEAN MEDIUM LOTS 2 8 2�/� Z
SAND PER TITLE 5. I � �
1 i I - CENTERVILLE. MA AREA - 28401 sf 10 ft TP-1 --A LOCUS MAP
I
I 0 I � I NOT TO SCALE
I 20ft I � m
m TP-2LEGEND
I nl-1 r I
1 I 1 r M X I 1500 GALLON
{ ° rn ri - WATER O SEPTIC TANK
GATE I
EXISTING
O Z WATER LINE CESSPOOL O
t +� zoo
I Z 3 UTILITY POLE $
o 1
DRIVEWAY 1 TEST PIT ® D-BOX O
I BENCH MARK PAVE
1 GARBAGE GRINDER I DECIDUOUS CONIFEROUS
1 IS NOT ALLOWED TOP OF GAS GATE I —� m TREE �qoo TREE
ELEVATION = . 1
6553
I WITH THIS DESIGN. � � � VA
� � � 2-M ]2-P
BARNSTABLE GIS DATUM ry -NUMBER REFERS TO DIAMETER IN
O INCHES. LETTER DENOTES TYPE.
65 O-OAK M-MAPLE P-PINE C-CEDAR
,i <
1 I / m
3
1 m
/ I -
69.71 f t 1
ALL FIFE
FLOW PROFILE EXPRESSED INVATIONS SFECIFIED ARE INVERT DECIMAL FEET NOT FEET AND INCHES.TIONS
66
65
TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE VENT FLAN
ONE INSPECTION RISER FOR LEACHING GALLERY TO PIPE
EL = 67.20+- WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT. SEWAGE DISPOSAL SYSTEM PLAN
t 66.00 4 SCALE: 1 1n = 2 f L �r®- T�'�a
-TO SERVE EXISTING DWELLING
BOX X ALL PIPE TO BE C 20 a 20 4e EST. NORBERT & JEAN LAMPEN
D- MAX SCHEDULE 40 PVC
3" DROP AND TO PITCH AT 10 20 OWNERS OF RECORD
FLOW LINE II ii 63.30 1/8 in/Ft, MIN. + AN OF ss 61 WHITE OAK TRAIL
10 14 ti o�� DAVID 9cyG �N�F�' �'c �/9 1995 �IT CENTERVILLE. MA
4e �As� PRECAST DAVID �G �� �� PROPERTY ADDRESS
BAFFLE YWELL
D. ®�R�
DR �
gg o
it
6 in BOTTOM OF c� COUGHANOWR u' v D.
63.00 STONE .• � LEACHING cn43 TRIANGLE ASSESSORS MAP 191 PARCEL 50&51
63.90 BASE \62.70 LEACHING GALLERY �No. 1093o COUGHANOWR SANDWICH MA 0I25 3E PLAN eooK 223 PAGE 103
63.25 6 in STONE BASE 62.87 GALLERY F�IST��� s0 ��CENS�� 0 588 364-0894 DATE: JIINE 21. 2008
1500 GALLON 62.55 (END VIEW) 60.55 5.00 ft + SgN1TAROPa FVgLVP� JOB &ETE-2957 PAGE 1 CIE 2 IvERsioN.
SEPTIC TANK SEE DETAIL ON REVERSE n ' THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED
10 f t 6 f t of 5 ft 10 ft bH (may SOLELY .FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM
6) 15 At *� �e , � DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING
ADJUSTED SEASONAL-Z 36.3 J v 1 PLACEMENT OF ADDITIONS, SHEDS. FENCES OR SWIMMING POOLS. OWNER
HIGH GROUNDWATER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
i s
SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: JUNE 20. 2008 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD
APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS
WITNESSED BY: DONNA MIORANDI. HEALTH DEPT. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL
PERC NUMBER: 12252 CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
TEST PIT 1 NO GROUNDWATER ENCOUNTERED DISTRIBUTION BOX: USE 3 OUTLET D-BOX.
PARENT MATERIAL: PROGLACIAL OUTWASH SOIL ABSORBTION SYSTEM: A 29 ft. x 10 ft x 2 Ft LEACHING GALLERY CAN LEACH
PERC AT 62 in - 2 MIN/INCH IN C SOILS Abot. = ( 29 x 10 ) = 290 sf
Asdw = ( 29 + 29 + 10 + 10 ) x 2 = 156 sf
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER AtoL = 446 sf
66.00 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Vt 0.74 x 446 = 330.04 GPD
0-8 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE USE A 29 Ft x 10 ft x 2 Ft:. GALLERY. Vt = 330.04 GPD > 220 GPD REOUIRED
63.33 8-32 B LOAMY SAND 10 YR 5/6 NONE FRIABLE
55.00 32-132 C LOAMY MEDUIM SAND 1 10 YR 6/3 1 NONE ILOOSE
NO GROUNDWATER ENCOUNTERED L EA CHING GA L L ER Y
TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO 1500 GALLON SEPTIC TANK
2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE DIMENSIONS AND DETAIL
NOT TO
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CONSTRUCTION DETAIL USE SHOREY ST-1500-H-10 SCALE
65.90 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DRYWELL UNIT ST07
0-10 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE TAPER
63.23 10-32 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 29.0 FL m
32-132 C LOAMY MEDUIM SAND 10 YR 6/3 NONE LOOSE
54.90
m mw m 0 5 Ft-
m v o
m 8 in
N�
GROUNDWATER ADJUSTMENT !ft
6.5 FE 4 rt 8.5 ft 4 ft
29.0 f k. 1�
EXISTING GROUNDWATER LEVEL f "
BASED ON TOWN OF BARNSTABLE 10 f£-6 jn
GIS DEPARTMENT RECORDS.
INDICATED GW 34.00 500 GALLON DRYWELL
INDEX WELL SDW-252 INLET CENTER OUTLET
ZONE D DIMENSIONS AND DETAIL
END COVER END
READING DATE MAY, 200E USE H-10 )NIT INSTALL ONE INSPECTION 0z y
READING 46.8 RISER TO WITHIN THREE 3 IN DROP
ADJUSTMENT 2.3 INCHES OF FINAL GRADE � FLOW LINE
ADJUSTED GW 36.3 AND INDICATE LOCATION FROM a
ON AS-BUILT PLAN BUILDING 10 In 14 TO
in D-BOX
48 to
LIQUID GAS
O� 33 LEVEL BAFFLE
0�00000Ooo�� 0� 00 Ir,
NOTES a0000aoo �� �
�� �01 CROSS SECTION VIEW
1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 1e21,,
2) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. CROSS SECTION VIEW
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS SEWAGE DISPOSAL SYSTEM PLAN
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15).. I. - 2 in PEASTONE 2 in PEASTONE
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND -UTll_hTIES -TO SERVE EXISTING DWELLING
BEFORE EXCAVATING FOR SYSTEM. o 0
` `' 28 214 G ro EFFECTIVE 2s NORBERT AND JEAN LAMPEN
5) EXISTING CESSPOOLS TO BE PUMPED, COLLAPSED, AND REMOVED. In - �^ �'� DEPTH I-v2in�^w 1n
6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES -,AND DUST IN PLACE. 61 WHITE OAK TRAIL CENTERVILLE. MA
' 31 in 58 In 31 in
7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF" LOW FLOW FIXTURES ECO-TECH ENVIRONMENTAL.
AND APPLIANCES, AND BIANNUAL PUMPING OF THE SEPTIC TANK. f 1201n
8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED.
" ETE-2957 JUNE 21. 2008 2/2