HomeMy WebLinkAbout0026 WHITE OAK TRAIL - Health 26 White Oak Trail
Centerville
A = 191- 045
SMEAD
KEEPING YOU ORGANIZED
No. 12534
2-153LOR
SUSTAINABLE ON.RECYCLED AMA
INITIATIVE CONTENTIO%
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No. Fee
I Fee
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
J�IYlratlon Disposal 6pstem Construrtion Permit
Application for a Permit to Construct( Repair(/Upgrade( ) 'Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2 hrZ -kA Owner's Name,Address,and Tel.No."Zbr,,.1 �+
�-�ram:a+r-- � �►�;a� �� ��� 2,���.z ��
Assessor's Map/Parcel
Installer's Name,Address,and Te.Now.Tammy �,,�\;SL,t, I Designer's Name,Address,and Tel.No.
��L.. � a"t�w�, �? 1`0�• <xC�� \� �rqa��
c� /Y►` R �G sae ewn 5 1 n
Type of Building:
#
Dwelling No.of Bedrooms 3 Lot Size 191,10W _ sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3a gpd Design flow provided 311 gpd
Plan Date q,4N%Tr` ZZ Number of sheets Revision Date
Title yy�� '•,,
Size of Septic Tank Type of S.A.S. in 61-All A,, �� ^�� t►in e�Thdy�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �" �� tom.
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 Boar lth.
Si a Date iJ e
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 041Date Iss d
_ _ I
TOWN.OF BARNSTABLE
LOCATION OI!K 7XII SEWAGE
VILLAGE eG✓�e-4V)'/1e_ ASSESSOR'S MAP & LOT LJL__oK
INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264
-SEPTIC TANK CAPACITY i wv d9
LEACHING FACILITY:(type) Afc151 �'� (size) (5R
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER leeewe,6
DATE PERMIT ISSUED: 9—
DATE COMPLIANCE ISSUED: �7
VARIANCE GRANTED: Yes No
i
3
4
TOWN OF BARNSTABLE
LOCATION In yo O :72 /L SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT
-A
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type)_ (size)
NO. OF BEDROOMS_ _PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No_���
�! O top.
. ,. ;
owlNo. ! i � .. Fee / l/
owl-
,—---'THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0(pplitat, f r 33 r isposal *.pstem Construction Vermit
A ai Application for a Permit to Construct Re v) U ade Abandon Complete System El Individual Com onents
Location Address or Lot No. (� +K?-;• *"-r«kj Owner's Name,Address,and Tel.No.'s k-,
Assessor's Map/Parcel 1.� ", a, V, Cc.rut(vt t
Installer's Name,Address,and T(eliyNo.t�hK .�C�V t�'�k�. Designer's Name,Address,and Tel.No.
a }* -¢�tr �A�j�Cl� t»�+r�,,Sa4,�.• EF A �l S rC .�3'l!'(.e`ti" .:� ���. C.tt�„�"= �4'K'J4.•i�W.►�'.. ,�A��y+, �C•V4•C'�• '�"
� •+l'"„ie,K+;S:�1-nn.+S;, 't�zta�'""..� -�?> kr�'1ba?_ ` �ty'4",f63 .t•r::i.�vrw,. C SP��"'f"�1 ".�iF ..ter,
Type of Building: r y
Dwelling No.of Bedrooms Lot Size � + t sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
a
Design Flow(min.required) 3 ,r; gpd Design flow provided gpd
Plan Date e ,\V�iu-to Number of sheets _21 Revision Date s .
Title
Size of Septic Tank i-'fix fit.�4•i. �� toad a r f Type of S.A.S. ( Z Yri m, all , -k Ap-.";A �d�t
Description of Soil
r
Nature of Repairs or Alterations(Answer when applicable)= (iv,e,,.,� { ;/2.I,,y ,
{ r t r
L4'rant
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 Boar e'Ith.
Si ed,, Date
Application Approved t A.� .Date__
ApplicatioJDisapproved by Date u y
for the following reasons
' Permit No. _}\� I Date Isstel .4
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(certificate of Compliance r'
_ THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed,(Lfi)'" Repaired( ) Upgraded( )
Abandoned( )by71
at 21 , , .. ,. «, 1 ,.r,�-rrw..`. t %,;,t ltC has been constructed in accordance
with the pro/visions of Title 5 and the for Disposal System Construction Permit No� dated
A... Installer;C /� »: Designer ` 1rn.;- J.1-4
#bedrooms Approved deggn flow �� gpd
The issuance of this permit shall not b'e construed as a guarantee that the system will 6 cti3jn-asXdes'gned.
Date /��J71 Inspe ttoor
-_---- -- - - - - ------------- -- -------- -- -- -- ------ - -----•----- - - - --- - --- -- ---- -------- -- -- ----- -----
- - ------------------- .
No- Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
3Disposal-6pBtem Construction Vermit
Permission is hereby granted to Construct( t)) Repair
) (—Upgrade(+ ) Abandon( )
System located at P'F✓. r r(s ! .;.p3t;,4 l
, r u
r 6 ,
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 musAe'comp 6ted within three-years of the date of this p@rmit.
Date /,/cfC/. Approved by'�+._
Town of Barnstable
�pWE � Inspectional Services
Public Health Division
i679• Thomas.McKean, Director
��
plc Imo' 200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 1v Sewage Permit# Assessor's Map\Parcel
Designer: �,�.y�d 0� r�aP U�, Installer:
Address: P D. go x 3 3 Address:
! {� 07-bY�
On i'V 11 Oz) 5" was issued a permit to install a
" (date) (installer) /
septic system at 2 to � 0A-� � '!` based on a design drawn by
(address)
dated
(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. Strip out (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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was construct d o e with the to rms of
4the RA approval letters (if applicable) �o�' DAVID y�N
o D.
FLAHERTY,JR. -8
No. 1211
staller's Signature) 1PoisTE¢�`°
sgNITAR\P�
(Designer's S gnatur (Affix Designer's Stamp 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.
WoAdeptAHEALTRSEWER connecASEPTICOesigner Certification Form Rev 8.14-13.DOC
TOWN OF BARNSTABLE
LOCATION1n`t-ei 0 y �c�y SEWAGE# ®� ,
VILLAGE C.e. '%.,j\\e_ ASSESSOR'S MAP&PARCEL r�
INSTALLER'S NAME&PHONE NO. Q �'i "' dL►
SEPTIC TANK CAPACITY JE:iCs3Vqt
LEACHING FACILITY:(type i?,,d ftkn#L C ykl size)
NO.OF BEDROOMS
OWNER '50
PERMIT DATE: U1 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 Bi
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No.... _...� ��,(� Fas..........� .....1
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
trtt `i nr Uiripwial Wnrkii Tonfitrnrtinn thrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( (.�/an Individual Sewage Disposal
System at:
....... . .. r
Locatio -Address Or Lot No. -•---•----•
O„ncr dd css
......Ir...1..J....SJ........ //.=1...1.�i..<.f........................•___...._.._....-•-_•- __. .-X_ ___ .��.�......:. ........._...._.._...
.:.J........
Installer Address
UType of Building Size Lot............................Sq. feet
.., Dwelling—No. of Bedrooms------------2-----------------_.-----Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures -------------------------------------------------------------------------------------- ..............................................................
Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity------------gallons Length--------------- Width---------------- Diameter...------------- Depth................
x Disposal Trench--No. .................... Width.................... Total Length-------------------- Total leaching area....................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.......................................................................... Date........................................
Test Pit No. I----------------minutes per Inch Depth of Test Pit-------------------- Depth to ground water...................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ....................................................... .....................................................................................................
0 Description of Soil........................................................................................................................................................................
x
c., ........................
w
U N ture of 1 epairs or Alterations—Answer when applicable t c._...-�0-_-_--_a__-_.-.-t7.°_.u.o.![......�e.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issu by the board of health.
- L
Signed .................. ���............................. ................................ ...... ..................
Date
Application Approved By ....... � ._ .. ...................................................... .. ..�.-...��'
re
Application Disapproved for the following reasons: .......................................... . ....... .......... . ......................... .......................
...................................... ..................2.................. .... ............ ........................................................................................... ........................................
Permit No. 9.3.......110 Issued 9 t{- / ., .
Dare
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Cfer#if rate of CITamplianre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ✓)
by .............A..r....3..............0 At C..O.............�................. _................._... ..._. ..... . .................. ... ......------------....._----------------
at .... .!' .... .....�t1.. . -e--.! --------�. I -------..I r�±_�-.. .. ... ......_... �e..N. _e..t.�.;...1.L-.............. ........ . ............ .....
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ........93_�... dated _......................................._.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
— f . - _........... lns cctor ....... - .....-...._..............__............. . ........
DATE........................ ......._.. .. 1 ....... p
---------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
p TOWN OF BARNSTABLE
No...../3.'-�0-d FEE.... ....:......
Ra posal Vorkii Tattotrurtion Wrmif
Permission is hereby granted..........1- t-'1a---------�?r Q.........................................................................................
to Construct ( ) or Repair ( c..�an Individual ,Sewage isposal System
at No. - � a. P ���. /------------ .�Cd- ,/Cc'. .......................
"...
Street p
as shown on the application for Disposal Works Construction Permit o._�-_���__ Dated...... �..-.J...
....................... ...............................................................
DATE .K.. . ;� " - �................................ Board of Health
FORM 36508 HOBBS a*WARREN.INC..PUBLISHERS
fry ' JP. yY1}lj„„v.:..,..-3t-�,,..,.Y+4.Sr`�..L _.s--�-•.-..-.�.y.,,...s...r+ir,....'��.}o-�!.+-,.OP''�>;.-,..✓'.r.-..-..,h�.•wcn,6;.r�'+�.�-,.S-,r�r,uM.;yip*+k%ltieh.c_R'�.-ir�3.,,�«.'.��'-1i;—...�-`:r•..�a�....T.+..:.�,;..�
6�{s
p
Fint
V ................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
70_�A% Vpfiratiott for Uhipniul Wnrkii Towitrurtinn thrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( L�an Individual Sewage Disposal
System at: / L �/�"
...... 2. ...Lv.(,�ld.( �.....Oa�.................-� ............." ---� ....-.--✓-..•i-�..................... ... ----•-----•-..............................
Locatio -Address or Lot No.
..........................� r�h y �r f ckyls-k. Cn rvt...e
Owner �^/� Address / J �- q
n--••--'-'----_._..--•-"..................... ..•����D....W.Ca.!. ......`.2.�::... !w `....l..Y} }.1...
Installer Address
UType of Building Size Lot-------- .. -------,----Sq. feet
Dwelling— No. of Bedrooms-------------1 --------------------------Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
a' Other fixtures ----------------------------...............................................................................................
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
1:4 Septic Tank—Liquid capacity----------..gallons` 9 Length________________ Width___-__._-----_- Diameter---------------- Depth................
W i vJ
x Disposal Trench— No. .......... �:.._+Ub'idth.::.................. Total Length.................--- Total leaching area....................sq. ft.
3 Seepage Pit No----------------------Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Other Distribution box ( ) Dosing,tank"( )
Percolation Test Results Performed by ...... �� ---------------- Date........................................
Test Pit No. I................mmutes per inch Depth/of Test Pit.................... Depth to ground water........................
GZ4 Test Pit No. 2................minutesper inch Depth of Test Pit.................... Depth to ground water........................
a - -----------------------------------
r------------------••..............-.-----------..--------•-------------.----------------.....-------------
ODescription of Soil--------'•--•......---•---•'•'•-•-----'-'••--'.......................................................................................................................
W - --
U Nature of Repairs or Alterations—Answer when applicable.__.1D.Q..(>......JI-0 . ._...._."�?__.__.__�_____..I�--
Agreement: -`
The undersigned agrees to install the aforedescribed' Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issup� by the board of health.
Signed ....... .........: ....................... .. . :�..... .3... "
Application Approved By .......
Application Disapproved for the following reasons: ...................................................................... . . .................................................. .
................................................................................................................................................................................................................ ................Date..................
Permit No. (f Issued
Dace
Road o
l
,00„w S 78 51'30„ E Map 191 Q :t
N- 01 °99 _ _ _ Parcel 46 o Wecluoquet
I 14j Buckskin '`p �� Lake
I ,
I (49.9) ~Fence _ 32 Path 9�
Thoreau �o y
I I Drive
Corner Concrete Slab c
TBM EL = 50.0
Pool I I I.
R = 263.0 I I' I i beck I (49'9) LOCUS N
113.1 _ _
L = (49.9) J L -- - -j i I I Greot M
°g I _ L ,J I arch
J t G cep (�°y /�y / I R00d
— ��(so.o) I I CENTERVILLE, MA
__.I
Fence SITE LOCUS
Paved Drive Qy\ T T
C3 �' (49.8) NO O SCALE
— + 49.7 Map 191
�(49.9) 12'-10" SAS
Parcel 140 1.) Assessor's Mop 191 Parcel 45
I «+ + + O 2.) CERT 218659
+
I + o 3.) LC Plan 32373 E Lot 22
Deck I + ++ 1 4.) This property is not in a Zone It Wellhead
• a I +
+* ,+N `t'(49 6) #1
DB Protection District
I + O +++ TP #2 5.). This property is in the Saltwater
cas I ++ + Estuary Protection
-2, g�Lot 22 - + + + ++. ` O 5.) This property is in Flood Zone X
18,990± Sq. Ft. #10 0 20' Min. +_ + + + �� Firm Moo 25001CO561J 7/16/14
/ 3 Bedroom 27s
TOF EL = 50.3
/ o
L �° -�
(49.7)
(49.8)
SeelgNote
— ��� O HOFM .
(49.3) o !") ASS
Shed
U F t s
N 2'.
�GISTE�
N 7 S� SANIT R P.
SSS;62' Map 191 _ W
Parcel 139
4 a
LOCATION OF UTILITIES IS APPROXIMATE AND ALL 20'• ( 98)
LOC U L 0
S
UNDERGROUND AND OVERHEAD UTILITIES MUST BE + Proposed Sewage Disposal System
DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT P 9 P Y
OF ANY WORK, THIS INCLUDES BUT NOT LIMITED TO
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES 26 White Oak Trail Centerville, MA
AND THE LOCAL WATER DEPARTMENT. Map 191 ` Prepared by:
Parcel 44 P Prepared for:
All Cape septic LLC
GRAPHIC SCALE
Joan Kennedy 618 Route 28
zo o io zo ao so {� 26 White Oak Trail West Yarmouth, MA 02673
Centerville, MA (508) 771-4200
all copesepticOgmail.corn. .
( IN FEET ) 1 Dote: 04/15/20 Sheet 1 of 2 By. MAI Check: SM Project No. AC-225
1 inch = 20 ft.
I
i
1
i
CONSTRUCTION NOTES I `
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5(310 CMR 15.000): T
STANDARD REQUIREMENTS FOR THE STING, CONSTRUCTION, INSPECTION, UPGRADE. AND TOF RAISE MIN; 20" DIAMETER COVER RAISE MIN. 20" DIAMETER COVER
EXPANSION OF ON-STE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT EL=50.3t TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE
AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 1
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION-WHERE THERE IS POTENTIAL FOR 49.5f t( 49•8$ EL=49.7t
VEHICLES OR HEAVY EOUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 1
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. \ \ \ \\\ \\
3.) TO MINIMIZE UNEVEN SETTLING,SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE /
MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. i, c
4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, AND I'
THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6"OF FINAL GRADE. LEACHING n;
FIELDS. TRENCHES. AND OTHER SOIL ABSORPTION SYSTEMS.WITHOUT ACCESS MANHOLES SHALL 48.3t 'o
HAVE AT LEAST ONE (1)INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE PLACED "' GEOTEXTILE
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC 47.6t _ZZ- 46.7 FABRIC
MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE.
5.)PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A Existing i•1
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK,
AND NOT LESS THAN 1%OTHERWISE. 46.9 J
WI
6.)DISTRIBUTION LINES FOR THE.SOIL ABSORPTION SYSTEM SHALL 8E 4"DIAMETER SCHEDULE 40 47.1 xi sting 46.6 46.4 3 4" t0
PVC(OR EQUIVALENT)LAID AT 0.005 FT/FT.UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED 46.2 /"
AT END OR AS NOTED. Existing �� ^ - 1-1/2 STONE
7.)LINES FROM THE DISTRIBUTONI BOX TO BE LEVEL FOR THE FIRST TWO(2)FEET BEFORE GAS BAFFL DB-3 H-20 (Double wash) -
P ASSURE EVEN DISTRIBUTION.ITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SMALL BE WATER TESTED TO D-BOX TWO ( )2 500 GALLON HID PRECAST
8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES 44.2 CONCRETE LEACH CHAMBERS WITH 4' OF
IN ORDER TO PROVIDE A WATERTIGHT SEAL. EXISTING 1 STONE ON ENDS AND. 4" ON SIDES ..
9.)HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE F 20't---� 1,000 GALLON i 12't- # --t2"t--}
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. LEACH CHAMBERS 5.4
10-)IN ACCORDANCE WITH 310 CMR 15.221. ALL SYSTEM COMPONENTS SHALL RE MARKED WITH SEPTIC TANK
MAGNETIC MARKING TAPE. (END VIEW)
11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150'OF THE PROPOSED SOIL ABSORPTION SYSTEM-
12.)FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF FLOW PROFILE EL=38.8 Bottom Test Hole
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT
USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. NOT TO SCALE
13.) THE DESIGNER WALL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS
CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT
AND THE APPROVED PLANS: 48 HOURS ADVANCE NOTICE IS REQUESTED.
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 1st Floor Plan SYSTEM DESIGN CALCULATIONS
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, N-T.S.
ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL WATER DEPARTMENT. SEWAGE DESIGN FLOW: THREE BEDROOM DWELLING ® 110 GPD/BEDROOM = 330 GPD
16.)CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING (MINIMUM DESIGN REQUIRED 330 GPD)
WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY Bed Li Vln SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS
SEPTIC SYSTEM COMPONENTS. - #� 9 Family Family WITH 4' STONE ON THE ENDS AND 4' STONE ON THE SIDES
IEL) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLES SOILS CAN BE 7f „
VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF Vt = [(25.0 X. 12.83) t 2(25.0 t 12.83) (2) x .74 = 349 GPD PROVIDED
SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS,DESIGN ENGINEER IS TO INSPECT THE p 349 GPD PROVIDED > 330 GPD REQUIRED
SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. Bed
19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY,FILLED WITH CLEAN SAND AND �T FBed Kit Dining Bath SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM)
ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING #2
SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON SEPTIC TANK (EXISTING)
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TEST HOLE LOGS D � L
Test Hole 1 (EL=49.8t)
Depth Elev, Layer Sol Class Soil Color Other '1
0"-11" 48.9 O/A Loomy Sand 1OYR 3/2 / Roomy Unfinshed `.I`� F H ,
�� N 121
ll"-28" 47.5 B Loomy Sond 10YR 5/6 F
GI'STE�
28"-132" 38.8 C Medium Sand 2,5Y 6/5 S ITAftt�`N
Lower Floor Plan
Test Hole 2 (EL=49.8t I
N.T.S.
Depth Elev. Lover Sol Closs Son Color other I Proposed Sewage Disposal System
0"-11' 48.9 O/A Loomy Sand IOYR 3/2
11"-28" 47.5 B Loamy Sand tOYR 5/6 I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF , 26 White Oak Trail Centerville, MA
ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED Prepared by:
28"-132" 38.8 C Medium Sand 2.5Y 6/5 BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE Prepared for:
DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY All Cape Septic LLC
SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM,
ARE.A RATE ANDrINC]: VICE TH 31 CMR 15.100 THROUGH 15.107 JOan Kennedy 618 Route 28
DATE of TESTING. 04/14/20 26 White Oak Troll West Yarmouth,. MA 02673
SOIL EVALUATOR: DAVID FLAHERTY-S2755 Centerville, MA (508) 771-4200
WITNESS: DAV STANTON- BARNSTABLE HEALTH DEPTPERCOLATION RATE: LESS THAN 2 MINANCH D D AHERT , C SOIL EV L AT ollcopeseptic®gmoil.cam
PERC IN C LAYER (40 Deep) it NO GROUNDWATER ENCOUNTERED Date: 04/15/20 Sheet 2 of 2 By. MA Check: SM I Project No. AC-225
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