HomeMy WebLinkAbout0951 OAK STREET (CENT./W.BARN) - Health 4
951
OAK
. STREET-
West
Bamstable
A 065 a
s
TOWN OF BARNSTABLE ,�
LOCATION q.5/ � /S cS SEWAGE# L,(,.s/�
'i g —D 6,9
VILLAGE ljj�, ' /lJ�ji�/ ASSESSOR'S ,MAP&PARCEL t-1 -Z 16 P�6S
INSTALLER'S NAME&PHONE NO. �i��
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) (size) �s
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility OA 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 F 6[n
Lk
T� 3 - �7 ,
No. Q Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2ppliLatlon for -Misposal *pstrm Construction Fermat
Application fir a Permit to Construct()Q Repair( ) Upgrade X Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. q / ()* C4 Owner's Name,Address,and Tel.No. 1<0x'j SY T`1 aAe�,
w, rlsie. N�A pa k Assessor's Map/Parcel aj
Installer's Name,Address,and Tel.Ao. R\j0a-N Designer's Name,Address,and Tel.No.Isaw t1 Ceye 5hi-
CeAn O rl V"Il C®•, 1 nC.• .f1 Mali
°116 Y\C a n r•f' 1�d'F 62(A7S
Type of Building: e s %)3to-9(.To
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building ale ki -jam j No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided `3q.9 gpd
Plan Date- 1 1,31 I j Number of sheets 1 Revision Date
Title .5 nl4_h
Size of Septic Tank j 5(,(` 9 Type of S.A.S.
Description of Soil C,�C�55 tl
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 Certificate of
Compliance has been issued by this Board of Health.
s
Sign Date 2;
Application Approved by Date 1
Application Disapproved by Date
for the following reasons
Permit No. C) Date Issued 311111 ('
No. �'' 'I l �4 Fee /V
THE COMMONWEALTH'OF,MASSACHUSETTS Entered in computer:
,PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,"MASSACHUSETTS Yes J
Zipplication for Misposal 6pstem Construction Permit
Application for a Permit to Construct()Q Repair( ) Upgrade Abandon( ) C&Complete System ❑Individual Components
Location Address or Lot No. R$1 ()�; `SfYe Owner's Name,Address,and Tel.No. kCj r I a_.le,
zSi-
Assessor's Map/Parcel (A-)
Installer's Name,Address,and Tel. o. R•lan SUM 4 V_ Designer's Name,Address,and Tel.No. ha..)o 6yc )Fh j
CQ..vv�vr� Vcwl� Co. , I YZ. ").fit Mash
OWE E YV1CIL ,Pau-ri o r1 M& 6 2(o S
Type of Building: (SO`d) ? - L) To /
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building PSI -) / No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plane. "'Date 1 1,3 1 1'A Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. a S
Description of Soil CIG(5S
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
V_ 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.
Sign e) Date Z) 1,-1 Lk Approved by Date )
Application Disapproved by Date
for the following reasons
44
Permit No. 20 / Date Issued 3 1/ / L
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) , Repaired Upgraded( )
Abandoned( )by e fn h -{
at �, ) (��„ k �,'T I n1. 9,,r r�4rn , IC e has been constructed in accordance /
with the provisions of Title 5 and the for Disposal System Construction Permit No. /t/ Joj dated 3 �/
Installer Designer
#bedrooms Approved design flow 3 3 o j gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. 1� ;)
Date I (j Inspector r� ' �. / (,� r'
-------------------------/--------------------------------------------------------------------------------------------------------------
No. 0 / L// In - Fee / 00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Nsposal 6pstem Construction 'permit
Permission is hereby granted to Construct(X) Repair( ) Upgrade( ) Abandon( )
System located at 9,51 look. ed__
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 action
be completed within three years of the date of this permit. />
Date o 7 / / y Approved by
,.J
. 3
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftPlication for Disposal �6pstem Construction Permit
Application for a Permit to Construct()o Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. Qei1, _0 Owner's Name,Address,and Tel.No�f/,� L
Assessor's Map/Parcel S�
Installer's Name,Addre s and Tel.No. Designer's Name,Address,and Tel. o
Type of Building: .5�8-361- �j`6d!cs
Dwelling No.of Bedrooms Lot Size /q. . Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .33® gpd Design flow provided 3'j1Y gpd
Plan Date � ����'`� Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S a .S'Oo e'fJG
Description of Soil 101'
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and intenance 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 Certificate of
Compliance has been issued by this Board of Health.
Signed
Application Approved-by— Date
App/lication D pasi proved by C. hju _ o
R4 the following reasons ,` S P✓ ( v► 'Q olv-
S Ud
Permit No. Date Issued
- - --- ---------------------- - - - - - — - --- ----------- - ---- _= -
Th T, MMONWEALTH OF MASSACHUSETTS
` = B RNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the n-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
at has been constructed in accordance
with the provisions of Title 5 and th for Disposal System Construction Permit No. dated
Installer Designer
#bedrooms Approved design flow gpd
The issuance of this permit sh 1 not be construed as a guarantee that the system will function as designed.
Date Inspector
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
UBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is her y granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located a�
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:Construction must be completed within three years of the date of this permit.
Date Approved by
A
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF-BARNSTABLE, MASSACHUSETTS
01pplication for Misposal 6pstetn �OnstrUctiOn hermit
k Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) [,Complete System Individual Components j
Location Address or Lot No. Owner's Name,Address,and Tel N ✓i'� L y "/�9�9�, /
Assessor's Map/Parcel l.�:�1�����.�.�r J/�.</ _ry w ���•���•s`-- ,i �/
Installer's Name,Address,and Tel.No. /1'yy�/Ji�jay Designer's Name,Address;and Tel No.
c;=.-1/T-�,�y !//-tom<i c•� r,-t�. y.�5' /r.�.�y'—�' ,
Type of Building: S-a
Dwelling No.of Bedrooms Lot Size /aqfft. Garbage Grinder( )
Other Type of Building �E�e,�J�'�/ gG No.of Persons Showers( ) Cafeteria( )
t
Other Fixtures
f
Design Flow(min.required) 3 3O gpd Design flow provided y gpd
/ ;
Plan Date & Number of sheets Revision Date
Title
Size of Septic Tank /SGeq Type of S.A.S. ��Soo 6r9G
Description of Soil
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 C�de and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date ?
Application Approvad.by--~— A I Date
Application Disapproved by T; A, A ) Date.-
fort eh following reasons ,' „/ n rts, �e'f tU S h p ,7' 11/ of P° r opt
Sip �(—o ,�n t / 614 r M r) G 11An
6 %
Permit No. Date Issued -------------------
-7 —
TH a COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance . '
THIS IS TO CERTIFY,that th�e n-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer Designer
#bedrooms Approved design flow gpd
t
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. '
Date Inspector
----------------------------/ -----------------------------------------------------------------------------------------------------
No. Fee !
THE COMMONWEALTH OF MASSACHUSETTS
_ PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
f
/ MispoBar 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at
r
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:Construction must be completed within three years of the date of this permit.
M
Date Approved by
I
FROM :down cape engineering inc FAX NO. :15083629880 Mar. 14 2014 08:11RM P1
015
-Town of Barnstable
Regulatory SeiNices,
Thomas F.Ge7.er,Director
° VAN. Public Health Nvilsion
'Thomas McKean,Dtredolr
wo l sdx fteeet,Hyaral,&,MA 02601
OfEco: 508-862-4644 Fox. 509-790-6304
Installer&Desipe r Certi(ica&—,a lFo m►
Date. g
/'� / sews a Permait# OCL/ 0&lessor's IVI3p1ParcekL 7—A 6.'
Addrems: S OU x T 3
Add rag.. Net"
��� "
qr•M D�t� l�T� fib�' ��� ��
®2� ��
on It �11' Was issued a permit to install a
(da p (installer)
Reptio system at ! based on a design drawn,by
(address) '
�a rn le ula, P� Pam' dried f e V-
I*certify that ifie eeptic system referenced above was installed substantially according to
the design,which may include minor appzoved cbanges such as Iatexal relocation of the
distribution box tuWo):septic tank.
I certify that the scptic system.itgerenced above was -bwtalled with,major changes (I-e.
u'eater then 10' Iateral relocation of the SAS err ern)r ve:rbcal,reloeatiau of any component
of the septic system)but in accordance with S-tate&Local Regt&ions. Flan revision or
certified as-built by designer to follow.
OJA(-A 1
Tv not erg Signahaxe) ` CIVIL
v No.4105Ln
r n
t rc�`�C'9 I*E.
�SruNnL 0��
(Designer's 9ignaturs (Affix peaignor's fitamp Here)
An MUM. TO BARNMBLE F^C1J31 MUUM- PLYL`l OX- CERT[>E'iCAITZOF
co NOT B1 i Unn BOTH 6 U W-Bvr.LT. LOAM ARE
J�ECLIVIrD B Y THE bARN�'I'AME�,[JD3LIC 9'ALr02MBDON. T MCYOTL
A:L•�aalOdSepticlDesfBoer.Corlifi+:edio'ak�►3-�6-0�4.dpc
iW
0 a
Town ®f Barnstable P#
Department of Regulatory Services
r —tM, i Public Health Division Date
MAE&
200 Main Street,Iyannis MA 02601A
J f 1
Date Scheduled ® �/ Time I U
]Fee Pd. �
So ' S`uitability .Assessment for Se is ,sal
Performed By bci,t)/ Q( (,Oo�a(y QS r
- Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address 9S� . O Owner's ilame
LNEW
A � I G IG`, Address Map/Parcel: 02 //O C/�J Engineer's NameyyST��RUCTION REPAIR � Telephone# �(D�
Land Use:VCV dS Slopes(%) G— Surface Stoues re 7
Distances from: Open Water Body 7�Gt� ft Possible Wet Area ao
ft Drinking Water Well >� $
Draiitaga Way (/ ft Property Line > 1 0 ft Other
ft
rJHE'TC1I:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands fn proximity to holes
�C s
C� "
�� a r
47
C:) m
• E�IS�'r5 d� ry
pWell�
t^
Parent material(geologic) G(cC/Ql r '� � �aG
Depth to Bedroelt Depth to Groundwater. Standing Water in^Hole:
///��— Weeping from Pit Pnaa /,�/" '�A
Estimated Seasonal Hlgh Oroundwater
DETERMINATION FOR SEASONAL RIG'R WATER TABLE
Method Used: _&G W
Depth Observed standing in obs.hole: lu, Dtlptlt to soil Inottlas: In,
Depth to weeping from side of obs.hole: In, Groundwater Adjustment 1t.
Index Well# Reading Date: index Well]cool Adj.Factor.,,_.,_,,,._. Adj.Groundwater Level
Observation
]PERCOLATION TEST bate 1/31 TIMO IO`60
l
Hole# I /� Tltno at 9"
• Depth of Pere �t'� V Time at G"
Start Pre-soak Time @ Time(9"-0)
End Prc-scak
IRate Min./Inch
r
Site Suitability Assessment: Site Passed Site l allcd: Additional Testing Needed(Y/N) AL
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(I)week prior to beginning.
Q:\S EPTICIPBRCPORM.D OC
• �d
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Shcl Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders,
o i ten:y,Wgravei)
0 / A L S PYR 31z
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Sail Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
_12onsistmoy,%Cave
12
01
30-7j' Gl 5 � /6y���{ cor,
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in_) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i to c C e
o_ - S �C �z
g-z y LS
S
S 1 PUyR�/� Ca"pcc-�.-.
]DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soll Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Cositn
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
"Within 500 year boundary No 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?
If not,what is the depth of naturally occurring pervious material?
Certification /
T certify that on !�� '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 requited training,expertise and experience described in�10 CNM 15.017.
Signature � �� Date l/31
Q:1S.EPTICIPERCF0RM.D0C
it —
d .
down cape engineering, inc. SIEVE SOILS ANALYSIS 651 OAK STREET W. BARNSTABLE, MA
DATE OF REPORT: 2/24/14
JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 651 OAK STREET WEST BARNSTABLE, MA
LOCATION: DCE TEST HOLE
SIEVE ANALYSIS Weight Sample(Grams): 143.6
SIZE :WEIGHT RETAINED % RETAINED € % PASSED
(sum )
--------------:......................... ..........................:---------------------.....................
.................
1" 0.0 0.0%€ 100.0%
3/4" 0.0 i 0.0% 100.0%
-------------:......................................................:---------------------=------------------
1/2" 0.0€ 0.0%€ 100.0%
---------------
3/8" 0.0i 0.0%i 100.0%
--------------:........................................................---------------------=------------------
#4 0.0€ 0.0%€ 100.0%
-------------._i.................................................. --------------------y.....................................
#10 5.5. ...> 3.8%i 96.2%
--------------:.......................................................---------------------:.....................................
#20 23.1 16.1%€ 83.9%
--------------i......................................................s--------------------b.....................................
#40 70.8i 49.3% 50.7%
------------- .....................................................:---------------------:.....................................
#50 87.7; 61.1%€ 38.9%
--------------i......................................................r---------------------?.....................................
#80 ..........................................�.9:2.-------------83 0-- ......................�.7:�%
#100 € 130.7€ 91.0%€ 9.0%
--------------,......................................................t--------------------- ------------------
#200 138.51: 96.4%S 3.6%
-------------- ..........................................
...........:----------------------
------------------
PAN: ------------------142.1+----------- 100.0/off----------- 0.0/o
-------------- -
0 0
SAMPLE: 1 143.6i
NOTE:TEST ON PASSING#4 ONLY, 2.6% RETAINED ON#4 <45% O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-3(FINE SAND) (UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE :
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% OK
#100 0%-20% OK
#200 0%-5% OK
SAMPLE MEETS TITLE 5 FILL SPECIFICATION
>96%SAND
RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL V, �M OF&+Asp
NONCOMPACTED ti
DANIELA. G
SOIL DESCRIPTION: FINE SAND 0 OJALA ,
U CIVIL Cn
No.A6502
�0 s
S TONAL E��G
W
-
I _
SYSTEM DESIGN:
LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE (NOTES
GARBAGE DISPOSER IS NOT ALLOWED MARKED WITH MAGNETIC TAPE OR Railroad
a
PROVIDE MIN. 20' DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD ��
99 - EXISTING CONTOUR o{e o O
EXISTING 3 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE gf9
X 99•� _ \ FILTER FABRIC OVER2* PTONE OR STONE
i2. MUNICIPAL WATER IS NOT AVAILABLE 6' W° Loge
EXIST. SPOT ELEV.
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW 98.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 97.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Locus
BLOCKS OR Cope Cod
PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS 14. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
(9g q RISERS (TYP.) In PRECAST RISERS TO BE AASHO H- Community
] PROPOSED SPOT EL.
TH1 SEPTIC TANK: 330 GPD (2) = 660 re 4"OSCH40 PVC MORTAR ALL
t, PIPES LEVEL 1ST 2' 4' COMPONENTS . �ng� Col%ge
INVERT IN 9367
(TYP.) 4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. Pond
ENDS SIDES 94.5
TEST HOLE USE A 1500 GAL. SEPTIC TANK 10' 1500 GAL H-10 14' '
°°°°°o° 16. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2% SLOPE OF GROUND 94.81't* TEE SEPTIC TANK TEE 6, " >°°°°go°° �����®®���� �����®® ��� ;00000°o° i310 CMR 15.000 (TITLE 5)
LEACHING: ° o ° C61
. INT. DIM. °°°° ° ° °°°°• o°o°o°o p >°o°000°ooGAS BAFFLE °o°o°o? SUMP o°o°o°o° ®®®®®�®®®®® ®�I® ° °°°°°WAUCOvr ELEV. 100.5 �®®®®M®® ,�0�8�Q, UTILITY POLE SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD o°°° °o° . °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO° °°° ° °°°°°°°° 91.674' LIQ. LEVEL (ACME OR EQUAL) 93. :7-
BE USED FOR LOT LINE STAKING OR ANY OTHER
BOTTOM 25 x 12.83 74 = 237 GPD -0 '" PURPOSE. Exit
R� FIRE HYDRANT o°°°°°o°o°°°°°°°°°°°o°°°°°°°o°o°o°o°o°°o°°o`
yYp (' ) �0000000�o°o°,o°,o°o,°,00000000o0o°o°o,°,o°0°o°0°09 3 L H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL �6
^ ^ _ _ _ _ ^.n.o 0 3/4"-1-1�2" DOUBLE WASHED STONE 4' MIN. 6
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TOTAL: 472 S.F. 349 GPD ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Route
6" CRUSHIED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' x 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Service
COMPACTION. (15.221 [2]) Rd `
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 1n WITHOUT INSPECTION BY BOARD OF HEALTH AND
WITH 4' STONE ALL AROUND (% SLOPE) ( 2 % SLOPE) (1 SLOPE)
PERMISSION OBTAINED FROM BOARD OF HEALTH.
�10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
FOUNDATION- 54' SEPTIC TANK LEACHING 31' D' BOX i 12' FACILITY 86.7' BOTTOM TH-1 1DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP w
NO GROUNDWATER FOUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE
`PRIOR TO COMMENCEMENT OF WORK.
MA REMOVED 11. ANY
U5SBIENEATHTABLE MANDRAROUND THEEPROPOSEDRED L BE ASSESSORS MAP 216 PARCEL 65
APPROVED DATE BOARD OF HEALTH *THE INSTALLER SHALL VERIFY THE LEACHING FACILITY.
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND :'12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
ELEVATIONS PRIOR TO INSTALLING ANY REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
PORTION OF SEPTIC SYSTEM
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE 05.1
IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR 42
BY HEALTH INSPECTOR
PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED (D6.09// 4.76 88.00
BY THE BOARD OF HEALTH REVISED DURING A PUBLIC TEST HOLE LOGS
HEARING HELD ON AUG. 4, 2009 /46.06 I
1) FAILED SYSTEMS ONLY SAS TO PRIVATE ONSITE WELL // a4'�o� 9 co oo / 9276 ENGINEER: DANIEL E. GONSALVES, SE #13587
SEPARATION DISTANCE VARIANCES, IF LOCATED IN THE SAME // °j'^i' `b WC)co
GENERAL LOCATION AS THE OLD SAS AND MORE THAN 100 �� // �iryry WITNESS: DONNA MIORANDI, RS
FEET SEPARATION IS PROPOSED BOTH FROM ON-SITE WELL AND // 2 x 90 23
ANY AND ALL WELLS ON ADJACENT AND NEIGHBORING PARCELS. Q) 6.8 DATE: 1/31/14
PERC. RATE _ < 2 MIN/INCH
�I
/ 85.31 85 84.90
8 �2 0' P# 14277
)
86 1.13 CLASS I SOILS
h
7 3 86.58 T ( AIL D 0ELEV. ELEV. FAILED ELEV.
4 4 4 86.7'
97.7' 0" 97.7' p" s
x 88.38 O,. 1 ,
86.71 �''1 x 89 13 95.33 ii
87.6 86.74 87.0 5.7 X / - -
A A A
7 �� z g5.o1 7.70 CESSPOOLS BLS /LS BLS
87. r 10YR 3/2 /10YR 3/2 - AS
3/2
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8 62 - x 4.74 O
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x 6.83 8.35 B B B
x 98. /
x 89.4�/ 5 /LS S
x 69 x 96 REMOVAL OF UNSUITABLE SOIL REQUIRED � /LS
AROUND PERIMETER OF LEACHING FACILITY, 10YR 4 6 10YR 4 6 rY /R 4 6
x 95.17 x DOWN TO SUITABLE SOIL LAYER. REPLACE 30" / / 95.0' 30" i i 95•0' 24" 84.7'
/// CE IRS g 98.26 WITH CLEAN MED. SAND, TO MEET
//$9.73 89.41 .65 �J Q SPECIFICATIONS OF 310 CMR 15.255(3) C C
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x 98.45 SL SL
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°' 0� 6.02 98. ,/ � 10YR 6/6
2.6 °' CID T x 9 x 98. NS COMPACT COMPACT
/ p� /-N x 9 • r 7� �S 78" UNSUITABLE 91 .2' 78" UNSUITABLE 91 .2' 56" 82.0'
96.45 3.88 ( X 9/4.9 \ /� x 2D,,3�
x 99 C
x 7 x 97.71 6" HOLLY SIEVE C2 C2 SLR
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/ ,� �� INES 2.5Y 6/6 2.5Y 6/6 COMPACT
.98 98 CID48 x x 98.66 132" 86.7' 132" 86.7' 138" UNSUITABLE 75.2'
9
x 9
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PAVED .97 C BENCHMARK:
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951 OAK STREET
.ory
WEST BARNSTABLE, MA
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PREPARED FOR
sob,�4.F I CARL SYRIALA
DATE: JAN UARY 31 , 2014
REV. 2/20/14 (MOVE ST)
Scale: 1"= 20'
0 10 20 30 40 50 FEET
t' 4 kin r 13,92, a f. n4„G � c�✓�t
(RAW q-r �H OF F� OF� off 508-362-4541
qt qss �tWq�h��s ,., _r' �,"H qs � fax 508-362-9880
CANIELA. ' LOANIELA. L3ANIEL cam ' %°� DANIEL downcape.com
OJALA OJALA A, � AIt. .
� � , OJALA �- down cape engiaee�ing Inc.
Q CIVIL CIVIL � ' ��Ji;!.,��
No.46502 0. �Yi No.40,? 80 o No.40960 %;
�o �eo �� .o �, o �P /x ci vi/ engineers
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Ot .. ' ONAL E e .., e t� SUR'�w� ' ` S
7'Vl, t ,,�7F, � h ' 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
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