HomeMy WebLinkAbout1285 SERVICE ROAD - Health 1285 Service Road
West Barnstable ,
A= 152—003 - 008
i
TOWN OF BARNSTABLE )-O � 0 3 6
LOCATION R , f& �/LCf_ .�.1 r_`; SEWAGE#
VILLAGE W, 13 •�- ,t,� ASSESSOR'S MAP&PARCEL I) me
INSTALLER'S NAME&PHONE NO � eI 'l '
SEPTIC TANK CAPACITY �A-10 in e _C5_L 0^
LEACHING FACILITY. (type)2- ��0 SOO ize) X
NO.OF BEDROOMS � ( 3 &d it r,7 w
OWNER V1k�ik e. t- a( e-SL
PERMIT DATE: ® L ® COMPLIANCE DATE: 3 a
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 (,
rvi
3 - i sT'
�43
N � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for Bisposal *pstem Construction permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
L c dop Address or Lot No. SE.j Owner's Name,Address,and Tel.No.
Assessors Map/Parcel j SZ 001 agjKQO — 3'7
Installer's N me,Address and Tel.No.'- ��yJ�„�� Designer's ame,Address,and Tel.No. AM,
1 k, V4- �$ /r L� � f��^'v►j e`w.
Type of Building: _
Dwelling No.of Bedrooms Lot Sizesq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided '330 gpd
Plan Date Number of sheets 2 Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil se-e! Q
Nature of Repairs or Alterations(Answer when applicable) (y CA4 f� 9%-^ dn�
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and enafore described on-site sewage disposal system in
accordance with the provisions of Title 5 the En ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this
6 Si e Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
r
y N C3 / T? Fee ._
THE COMMONWEALTHS .OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppliLatlon for ]DisposA -Opstri m Construction Vermit
Application'for a Permit to Construct ly 1 Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
L catio Address or Lot No. Z-�� ✓� h� Owner's Name,Address,and Tel.No. �j� \k
, iirniXcl IFt ,�- 7y Q D
Assessor's Map/Parcel't s 2 o0 0C)A � .9 o �,2-9-37 4 A,
Installer's Name Address and Tel.No o - Designer's Name Address,and Tel.No. Pk�\ &4(L
�IN C ��5ec-m
�- Vic+•^?i5'C1�q,.� G$✓F���� 5rc�c.,l � Gc'D 11-�- �-$ W� �G���¢�r r►a
Y
Type of Building: J
Dwelling No.of Bedrooms Lot Size "t/w0 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date CA)p hLo Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Se-C---
Nature of Repairs or Alterations(Answer when applicable) (UC. 4JSte, M r 9.-/` iG
1
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and '.tenance-of-the afore described bri-site sewage disposal system in
.. P Y
accordance with the provisions of Title 5 the En ' 6<ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this B.
Si a ` Date Octr1.4'�ti�23�
ApplicationPP A roved by Date
{
_ ,.
Application Disapproved by Date
for the following reasons i
jPerm/No. rt 1, . t W /" Date Issued 9 a
- - ---------------------------------------- ---------------------------------------------------
-
THE COMMONWEALTH OF MASSACHUSETTS
(` BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On Sewage Disposal system Constructed( ) Repaired(" ) Upgraded( )
Abandoned( )by Ii o C. CA^ I\-Y C CL
at 17 en 11 X has been construe ted in accordance
-with the prgo ZC2_1�the .for Disposal System Construction Permit N dated 4
?Installe" Designer N\l C C.n P SPay�
v
#bedrooms_. Approved design flow and
The issuance of this permit shal.not be •onstrued as a guarantee that the system wi1.1'£unction np .
Date Inspector
---- -------------------------------------------------------------------------------------------------•-------------------------------- ti
Fee
t THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) U)g%e( ) Abandon( )
System located at C�y1116eraXjJ /y_V
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 mqst be co leted within three years of the date of thisQby
�
Y
[� t
Date ( Approve
III
Town of Barnstable �Y
a� to Inspectional Services
Public Health Division
aeatvsrABM
"ASS Thomas McKean,Director
1639.
r ° 200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer & Designer Certification Form
Date:O�l_�, Sewage Permit-9 —301 Assessor's Map\Parcel S Z vv3�vo�j
Designer: -DAVt.J 3_ Installer: A ` I TA+�,�:r
Address: 3 W t.��VJ*&& e� Address: �� "
lrr�a�
On 3c T® t-�c- was issued a permit to install a
(date) (installer)
septic system at t2 7 '� J� �-� 1"��` (� based on a design drawn by
I .(address)
Lt_J'4_dated 2-6Z;
(designer)
v 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:
rti t t,the ste referenced.above was constructed incompliance with the terms of
rev le (if a :plicable) or
nstaller.s.Signature}
(Designef is Signature (Affi*Desig - 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:
\ttoaldepts\HEALTHISEWER connecA.SEPT[COesigner Certification Form Rev&14-11DOC
64
No. i/� j Fee
BOARD OF HEALTH
TOWI OF BARNSTABLE
ZippYtcattou ff or lVerr u5tructtou Permit
Application is hereby made for a permit to Co struct Alter( ), or Repair( ) an individual well at:
Location-Addresses Assessor Map and Parcel
caner Address
Yl l 124�
Installer-Dn er Address
Type of Building
Dwelling
Other-Type of Building 1;�!6 No. of Persons
Type of Well 44 P C-- Capacity
Purpose of Well Pc.s
Agreement:
The undersigned agrees to install the afore described individual well in accordance with the provisions of the
Town of Barnstable Board of Health Private Well P tec ' n Regulation-The undersigned further agrees not to place the
well in operation until a Certificate of Ali n e as ' sued by the Board of Health.
Signed ��
Da
C2M
Application Approved B ,
Date
Application Disapproved for the following reasons:
Date
Permit No. Issued
Date
--------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Coin tauce
THIS IS TO CERTIFY,that the individual well C nstructe , Altered( ), or Repaired( )
by J D w uei l
J
Installer
at 1 ,2
G.IL \�
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well ro�tectj'on
Regulation as described in the application for Well Construction Permit No. 0J E- (v Dated 1AJ-A,3�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
No.
Fee
- tl
BOARD OF HEALTH
�T0WN,�,Aj F BARNSTABLE '
01ppYication if or Veff Con5tru Lion permit
Application is hereby made for a permit to Construct )' Alter( ), or Repair( ) an individual well at:
Location-Address Assessor Map and Parcel
r-- (_'�7/iF—' U_ k vl� �)V H ygt
(fOwner Address
t Installer-Driller Address
Type of Building
Dwelling
Other-Type of Building 1-_Db CYZ 'fie t{- No. of Persons
< <
Type of Well '�"� '��+ Capacity
Purpose of Well Ca, -„ J9.,.,..
Agreement:'
The undersigned agrees to install the afore described individual well in accordance with the provisions of the
Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the
well in operation until a Certificate of
/CC�oompllaneefhas been issued by the Board of Health. I
Signed
Date
s^'• �
Application Approved B�y7
Date
Application Disapproved for the following reasons:
h Date
Permit No. Issued
Date
-------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Comvrliance
THIS IS TO CERTIFY,that the individual well (Constructed 6, Altered( ), or Repaired( )
by
Installer
P
at 4 �G. .. . �.`fV ►�CC� ��
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Welly Protection
Regulation as described in the application for Well Construction Permit No. G3- G y Dated /c /4 3�.-'i
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
---------------------m ----------------------------------.-1-------------------_-----------------.-----.0
BOARD OF HEALTH
TOWN OF BARNSTABLE
Yell Construction Permit
No: Fee /
Permission is hereby granted t
Installer
to. Construct(V), Alter( ), or Repair( an in``d'ividual well at:
Y Street 1
as shown on the application for a Well Construction Permit No. � ... _�, Dated /-! l D 3A9 G
Date � / Approved B,"y `
t \
1.) Assessor's Map 152 Parcel 003/008 to cl?70.0 \ \` Exit 5
2.) Bk. 13880 Pg. 314 Top S Ike `\
3.) Plan Book 412 Page 96 TaMEL_71.8 \ \
4.) This property is not in the Water Map 152 72 72 `70 \\
Parcel 003001 70 A \
Protection Area '\ I
5.) This property is in Flood Zone X No Private Well is 70 \ \\ `� \\ [fl\\ Locus e^c0
located within 150' co
Firm Map 25001 CO553J 7/16/14 from Proposed SAS / \\\ \` P N1
7
7 i i2 i I P y2\ m\\ z Q�o a o P y
I ` C o \\`y
O
70 SAS\� \\ II \\ lL \\ adeei
1 \ \ \ O 3\ g° ode
NOTE: 71 � i 170 / 11 �\ �, 0 \\
LOCATION OF UTILITIES IS APPROXIMATE AND ALL 80 I �� I I / 1O` \ \ �.I \ Q WEST BARNSTABLE, MA
UNDERGROUND AND OVERHEAD UTILITIES MUST BE j I I I I / 1 DB\ I \
DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT 1 I j d '` \I \ ','\� :'\\ �\ SITE LOCUS
OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, NOT TO SCALE
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES ) I I ' t�� \ 5 �,o"•/ \
AND THE LOCAL WATER DEPARTMENT. so
See E.cawUon,Holes Tf N 4 / \
l \ 1 I \ / \
F i s.s ST 11 I \ TP g3/ Zone: RF
5.3' I\ a \ \ \` \ \\ `�� A��j 43,560 Sq. Ft. C
\ \ 15,0' Frontage
78 " t00 Minimum 1 \ � I \
f Proposed ,0' 70 68\ \ �'
PrePCeeA / DDeck 2 Bedroom Setbacks
76 I well / o House o�TOF EL 78.0 tlr\ _68 Front 30'
II,, m 1
I N.SAS is I...1.q d \ \72 Side 15'
1 1«!thin 15V 01«. t2. _O• \ '
I I ' 6o \t, 'o\76 \� \ Rear 15'
74 -70
I 78 \
72 e OF
STEPHEN c'yG
1 I i \\ \ \ \ 72 �� Mop 152 s MooRE
1 i I I Lot 8 \ ` \\ \\ y°q Parcel 003009 c No.39398 y
I1 \ \ Private Well is P
I I 143,561f Sq. Ft. \ \ \ Sid
I I \ \ \ \ located over 150'
' I 1 \\ 76 6 74\ from Proposed SAS
I 1 1 I \
It 80 .
Mop 152 72 I
arcel 004002 ,�'�/ ; ; .I 1` E Proposed Site and Septic Plan
s6o s9• ; 8G S 6� 1285 Service Road West Barnstable, MA
/ I Prepared by:
Prepared for:
GRAPHIC SCALE All Cope Septic and Survey
� No Private Well i Dove O'Dell 618 Route 28
located within 150' I I 30 o Is 30 60 120 190 Timberlone Drive West Yarmouth, MA 02673
from Proposed SAS 74 76 Mashpee, MA (508) 771-4200
MOP 152 IN FEET ollcapeseptic@gmoil.com
( )
Parcel 005 1 inch = 30 ft. September 3, 2020 Sheet 1 of 2 1 By. MA Check: SM Dwg. #255
RAISE MIN 20"DIAMETER COVER RAISE MIN. 20"DIAMETER COVER
CONSTRUCTION NOTES EL=78.Oi TO WITHIN 6"OF FINISH GRADE TO WITHIN 6"OF FINISH GRADE
Clean
1)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(310 CNR I5GOD): 74.0t Out EL=72.Ot
STANDARD REOUIREMENTS FOR THE SIRNG,CONSTRUCTION,INSPECTION,UPGRADE,AND
E%D DISPOSAL
CE ON-STE SEWAGE TREATMENT µ0 DISPOSAL SYSTEMS AND FOR THE TRANSPORT
MD OSPOSAL OF SEPTASYSTEM
C µ0 THE LOCAL BOARD OF HEALOCATION
REGULWHERE
23 ANY SEPTIC SYSTELI COMPONENT INSTALLED IN A LOCATION WHERE WHERE IS POTENTIAL FOR
VEMGLES OR HEAVY EQUIPMENT TO PASS OVER 1T SINALL M DESIGNED TO WITHSTANDµ H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE.SYSTEM SHALL BE VENTED TO WE ATMOSPHERE.
, s
3.)TO MINIMIZE UNEVEN SETTLING,SEPTIC TANKS AND O-BOX STALL BE INSTALLED ON A STABLE
MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 73.0 GEOTEXTILE
4.)COVERS OVER WE INLET AND OUTLET TEES OF WE SEPTIC TANK.THE DISTRRUnO BOX,AND 69.0 FABRIC
THE SOL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6'OF FINAL GRADE. LEACHING 730 I
FIELDS.TRENCHES.AND OTHER SOL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL ;•1 IL
HAVE AT LEAST ONE(1)INSPECnON PORT CONSISTING OF PERFORATED 4'PVC PIPE PLACED
VERTICALLY TO NE BO TOM OF WE SOIL ABSORPTION SYSTEM WIN A CAP,TIED WITH MAGNETIC
MARKING TAPE,ACCESSIBLE TO WITHIN 3'OF FINAL GRACE. 71.6 J
5.)PIPING SHALL CON9ST OF 4'SCHEDULE NO PVC OR EWIVALENT. PIPE SHALL BE LAID ON A 71,8 0 I 69.0 68.$ 3/4"to
MIMNUM CONTNUIXJS GRADE OF NOT LESS THAN 21L FROM THE BUILDING TO THE SEPTIC TARN, ttpa JI 68.5
IANO HOT LESS THAN Ix OTHERWISE. Y 35'3 V' N 1-1/2"STOWE
6.)DSTRRUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE♦'DIAMETER SCHEDULE 40 GAS BAFFLE DB-3 H-20 (Doume WosH)
PVC(OR EOUIVALENT)LAN AT 0.005 FT/F7.UNLESS OTHERWISE NOTED.LINES SHALL BE CAPPED
AT END OR AS NOTED. D-BOX TWO (2) 500 GALLON H-20 PRECAST
7.)LINES FROM THE G;TRISUTION BOX TO BE LEVEL 1.THE FIRST TWO(2)FEET BEFORE � ' 66.5 CONCRETE LEACH CHAMBERS WITH 4' OF
PITCHING TO THE SOL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO
ASSURE EVEN DISTRIBUTION. I 1,500 GALLON I STONE ON ENDS AND 4" ON SIDES
8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES J--25't� f 75'f- ( 12'3
IN ORDER TO PROVIDE A WATERTIGHT SEAL. SEPTIC TANK LEACH CHAMBERS 12.5t
%)HEAVY EOUIPLIENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE END VIEW)
Ot5PO5AL FIELD OVRWc THE COURSE OF CONSTRUCTION OF WE SYSTEM. FLOW PROFILE
M10.)IN ACCORDANCE WIN 310 CMR 16.121.ALL SYSTEM COMPONENTS SHALL BE MARKED WIN
MAGNETIC MARKING TAPE. TEST HOLE LOGS NOT TO SCALE EL=54.0 Bottom Test Hole
I.)THERE ARE RO KNOWN WELLS OR WETLANDS WITHIN 15V OF THE PROPOSED SOIL ABSORPTION SYSTE Test Nat I (EL-72.0:)
12.)E FROM WE DATE Or WE INSTALLATION OF THE SOL ABSORPTION SYSTEM UNTIL RECEIPT OF
N CERTIFICATE OF COMPLIANCE.ME PERIMETER SHALL BE STAKED µD FLAGGED TO PREVENT V
er. Lnym Sea Opal SOD Cow OUIer
USE OF WE AREA NAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE CMONIER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS OESIGNED UNLESS 3 AP Loamy Sena IDYR4/1 Rools
CONSTRUCTED AS SHOWN ON PLAN. µY CHANGES SHALL BE APPROVED IN WRITING BY THE ENOHEER, 1 B Loamy Sena TOYR6/6 Reals SYSTEM DESIGN CALCULATIONS
14.)TIE BOµD OF HEALTH REOUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE _BOARD OF EALTH µD THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITINGNAT THE 3 Cl SN loom t0YR7/4 DrySEWAGE DESIGN FLOW: TWO BEDROOM DWELLING O 110 GPO/BEDROON- 220 CPD
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDµCE WITH THE TERMS OF THE PERM. SII h1AND THE APPROVED PLANS 48 HOURS ADVµCE NOTICE IS REQUESTED. 0 C2 Mad Sand 10YR8/4 Roomy �eLSH��O1$SP (MINIMUM DESIGN REWIRED 370(p0) '
15.)LOCATION OF UNITES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR `v 9E'yG SEWAGE DESIGN FLOW PROVIDED: TWO(2)500 GALLON CHAMBERS
DETERMINING 7HE LOCATION OF ALL UNDERGROUND AND OVERHEAD Unu TIES PRIOR TO STEPHEN
' COMMENCEMENT OF MY WORK.THIS INCLUDES,BUT IS NOT LIMITED 70.REQUESTS TO OGSAFE, Teat Hale 2 (EL-72.01 B. WITH a'STONE ON THE ENDS AND 4'STONE ON THE SIDES
N
µSE PRIVATE UTILITY COMPµlE%AND WE LOCAL WATER DEPARTMENT. Depin De, Royer Soo Ooae Sell Oda Ohm MOORE 'H Vt- [(25.0 X 12.83)+ 2(25.0+ 12.83)(2)X.74- 349 GPD PROVIDED
T 6.)CONTRACTOR SHALL VERIFY THAT ALL WAS7EUNESANY ARE CCONNE COMPONENTS
BY WATER TESTING ND.39398 y 349 GPD PROVIDED>330 GPD REQUIRED
1.)C WE
CONTRACTOR
SHALL.
PRIOR TO INSTALLATION T ANY SEPTIC COMPONENTS, 0'-9• 71 3 qp Laamy Sand IOYR4/I Roots It
SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200- fifi0 MINIMUM
17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION G'ANY ,p, )
SEPTIC SYSTEM COMPONENTS. 9'-N' 70.0 B Roomy Sena 10YR8/6 Roals ���lJ' SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK t
18.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5 SOLS Cµ BE A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW 4
VARNABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF 24'-152" 59.2 C1 Sot Loan t0YR7/4 Dy
SOILS OFFER FROM NOSE SHOWN IN THE SOILS LOGS,OESON ENGINEER 15 TO INSPECT WE St hl
SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF µSE SEPTIC COMPONENTS. 152'-2t6' 54.0 C2 Mad Send 11YR8/4 LoumY
19.)EXISTING SEPTIC COMPONENTS TO BE LOCATED,PUMPED DRY,FILLED WITH CLEAN SAND µO
ABANDONED IN PLACE OR REMOVEO AS REOUIREO.AREA 70 BE COMPACTED TO MINIMIZE SETTLING
(INCLUDING EXISTING SEPTIC TANK) Teat Rd,3 (EL.70D. _ Proposed Site and Septic Plan
Death EN., Loyer SOIL Class Son Caw Oihe,
.1 W-12' 69.0 Ap Loany Send 10YR4/1 Reats 1285 Service Road
EXCAVATION NOTES 12-32'1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON Cl (SEE DEEP OBSERVATION 673 B Loomysaty 10YR6/6 Real, West Barnstable, MA
HOLE LOG WHERE POSSIBLE FOR A LATERAL DISTANCE OF 5' 32'-132' 59.0 C1 Sat Loom IOYR7/4 O y '
1 IN ALL 01kECTI0NS 13EYOND THE OUTER PERIMETER OF THE LEACHING AREA 132--198' s35 a Mad Sena IOYRB/4 - - Prepared for:
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND,FREE FROM ORGANI
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL Dave O'Dell
CRITERIA PUT FORTH IN SECTION 15.255(3)OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT Test Hole 4 (EL-70.0:) - 190 Timberlane Drive
OF FILL INTO THE RETAINING STRUCTURE. Depth Der Leyer Soo aasa Son C. OMm Mash , MA +'<
• 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. P c
0'-IP 69.1 All ee
Loamy Sena IOYR4/1 RaetA � Prepared by:
1 CERTIFY THAT 1 AM CURRENTLY APPROVED BY THE DEPARTMENT OF ll'-32' 67.3 B Loamy Sand 10YR6/6 Real,
ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 32'-132" 59.0 C1 SRI Loam IGYR7/4 Dy DATE OF TESTING 09/17/19 All Cope Septic and Survey
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED SOIL EVALUATOR: ROBIN W.WILCOX 618 Route 28
BY ME CONSISTENT WITH THE REOUIRED TRAINING,EXPERTISE, AND EXPERIENCE 132•-198' 53.5 C2 Med Sava 'ante/e
DESCRIBED IN 310 CMR 15.017.1 FURTHER CERTIFY THAT THE RESULTS OF MY WITNESS: DAVE STANTON BARNSTABLE HEALTH AGENT West Yarmouth, MA 02673
SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM PERCOLATION RATE HOLE pl: LESS THAN<3 MIN/MCH (6 164•) (508) 771-4200 't
SOIL EVALUATION,AS INDICATED ON THE ATTACHED SOIL EVALUATION FORA', PERCOLATION RATE HOLE B 3: LESS THAN<2 MINANCH (a 158')
ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107 NO GROUNDWATER ENCOUNTERED ollcopeseptic®gmoil.com I ,x
NO MOTTLING ENCOUNTERED Date: 09/03/20
Sheet 2 of 2
ROBIN WILCOX,CERTIFIED SOIL EVALUATOR Project NO. AC-249
1
Town of Barnstable P.# 2.7 7
Department of Regulatory Services
s M„UM i Public Health Division Date L
MAS&
200 Main Street,Hyannis MA 02601
rFn " rM
F"
Date Scheduled ►r:
Time O AM Fee Pd._
-.t
Soil Suitability Assessment for Sewage Disposal
Performed-By: Witnessed By:�"'�' '�
LOCATION&.GENE INFORMATION
Location Address a Owner's Name.
V A L LA u i TA S
Address. IN-r l p,
T
Assessor's Map/Parcel: 6 U 430 Engineer's Name
NEW CONSTRUCTION REPAIR Tele hone#
Land Use• A-(—
Slopes(9G) 1 t. 5urflace stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way f ft Property Line 60 -± ft Other ft
SKETCH.'(Street name,dimensions of lot,exact locations of test holes&paro tests,locate wetlands-in proximity, to holes)
!
1 1
fbw
f-
• �,`,� ' ,..jt•' 1 ..,d �• r t wkt f i � J� i'� '� � .f � t ,"��
Parent material(geologic) 14oA-ti rt-,�'� �c7;;- % %j Depth to Bedrock
Depth to Oroundwater. Standing Water in Hole:_ Weeping from Pit Faca � ) TF }`j�.
Estimated Seasonal High Oroundwatcr
D TERMINATION FOR SEASONALMIGH WATER TABLE
Method Used: Xj
De th Observed standing in obs.hole: In. Depth to soil mottles.
Dc�th to weeping from side of obs.hole: In, Groundwater Adjustment tF.
Index Well-# Reading Date: Index Wall level.,._,,, Adlr•factor, , _�Adj.droundwater•iavol,,_
PERCOLATION TEST Date z z`i �► Tilne
Observation �f
Hole# ' l Time at 9"
Depth of Para '•�a Time at 6" 1
Start Pro-soak Time @ v G Time(9"•6" -
End Pro-soak : vew 2�G-" es7- LC3S 7 � / " �. 36 eq e v
Rate Miu./Inch . �`� tj o P 3'. 4-25.4x1_Z!)crs-_C-s, b ryrD 77A-e E
_ �—y'f/L1GP7UUj
Site Suitability Assassmept: Sitd Passed Site Palled:__: Additional Testing Needed(Y/N) _
original: Public Health Division Observdtlon Hole Data To Be Completed ou 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:\SEPTIC\PERCFORM.DOC,
DEEP.OBSERVATION HOLE LOG Hole# 1
Depth from Sall Horizon Soil Texture .Still Color Soil. Other
Surface(In.) (USDA) ,(Munsell) Mottling (Stnucture,Stonei;Boulders.
o isistepcy.%'Gravel)
L S F ` ' lh6
C L,ILA S 1 v Y2 Sly . ,.'� • �
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
C> L.5' IL'-ti 14
if `13 . L S u Yip-14-
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soli Color Soil Other
Surf(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders._
3 Consistency,
v ' - �
,Wit 13z '' e. L►-(S IDYL>"�� �b� � '
DEEP OBSERVATION HOLE LOG Hole# . 1
Depth from Soil Horizon Soil Texture Solt Color Sall Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Slopes;Boulders,
2
� �~ � �; � j� � to `�•�.��
C- i SL
It
Flood Insurance Rate Map:
4
Above 500 year Mood boundary No— Yes
Within 500 year boundary No K Yes '
Within 100 year flood boundary No. Yes .
Depth of Naturally Occurrins 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? i' Q
If not, P t hat is the depth of naturally occurring pervious material?
Certi�on
I certify that on I`44L (date)I have passed the soil evaluator examination approved by the
Department of Enviro ental Protection and that the above analysis was performed by mo consistent with .
the required trainin ex ertise and experience described in 410 CNM 15.017.
Date i 7,
Signature ,
Q:WHj-rlL PBttCPORM.DOC ;
Top
1 .) Assessor's Map 152 Parcel 003/008 TBM ELike 70.0 \\ \\ Exit 5
2.) Bk. 13880 Pg. 314 Top spike \ \
3.) Plan Book 412 Page 96 ' T6M EL = 71.8 \ \
4.) This property i3 ,not, in the Water Map 152 72 72` \\70 \\
Protection Area
Parcel 003001 70 \'
5.) This property is in Flood Zone X No Private Well is, 70
�\ \\ \\ \\ \\ Focus
located within 150
Firm Map 25001 CO553J 7/16/14 \ \ o
from Proposed SAS \ \ TP #1 / \\ z—
72
74 I j P #2\
76 \\ a \�y
1 I I \ o ee
SAS
78 y
NOTE: 80 1 '► g I I t 70
Q WEST BARNSTABLE, MA
o9l \ • \ 2° \ \I \ \
LOCATION OF UTILITIES IS APPROXIMATE AND ALL I �� I la \ �_ I \
UNDERGROUND AND OVERHEAD UTILITIES MUST BE I / e, 1 DB\ o .`N`�\\ 1 I \ Q—
DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT I 1 I d \\ \ �� ;�° \ /l I \\ SITE LOCUS
OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, ► t j I I t�6 o Ns \ \ \ I \ NOT To SCALE
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES '`
AND THE LOCAL WATER DEPARTMENT. 80 I I j 1 I I t \`,Olean
1 1 1 I I IU t
4r
s\ I 1 See Excavation Notes \
I i 11 p N i ,ems \ TP #4/ � \
I a I 1 4 TP #3
ST /
F, t 2;3' 1 \ ► \ ,-\ , Zone: RF
1 66
-
`L \ eo o X
Off` ► 0 5.3' 0 \\ \ \ \ \ \\ �' S�� � 43,560 Sq. Ft.
O� ��. ��10' . �'\ \ \ \ Re 15�0' Frontage
um o �\ F_ _— � g
78 x 11p0 ,Minim 1 \ 7o ss I \� Setbacks
Proposed
Pr .O• \ \ �
oposed / Deck 2 Bedroom \ \ \ I
f /
I well / House o\ \ __68 , Front 30'
76 I TOF EL = 78.0 \ 72 Side 15'
' I No SAS is locate
I I within 150' of well 11. \ 2.0' \
I
I I 80 \r, o \ 76 \\� �� Rear 15'
74 1 I \o. \ 74 �� �' --70
1 I \ \ \ \N NOFMq
I AJA
72 ,11 78 \\\ \180 \\ \\ ��\ --- a\NCFSS z��PSTEPHEN9�yG
I 1 I I 1 \ \ \ o DA I G� o B.
MOORE -+
I I \\ \ \ \\ 72 \p Mop 152 �
F H R J 0 No.39398
II I i Lot 8 \\ \ \\ \ �O� Parcel 003009 N 11 �o�sso`'Poe
I 1 I 1 \ \ Private Well is Fa�srER �,yoso
43,561 ± ,Sq. Ft. \ \\ `\ \\ located over 150' SgNITAR\K
1 I I 1 1 \ 78 76 7a\ from Proposed SAS i g
I I \ I
� I I i ►1 so /
72 I I I 1 1
Map 152
'arcel 004002 ;'�I� ; ; i ; �� Proposed Site and Septic Plan
s�,�•, Q, ` ', 80 CDIz? 1285 Service Road West Barnstable, MA
07' Prepared by:
/ 1 Prepared for: All Cape Septic and Survey
i No Private Well is I 'u GRAPHIC SCALE Dave O'Dell 618 Route 28
located within 150' I 1 30 0 15 30 60 l 120 190 Timberline Drive West Yarmouth, MA 02673
from Proposed SAS 74 76 Mashpee, MA (508) 771-4200
ollcopesepticOgmail.com
Map 152 ( IN FEET ) r
Parcel 005 1 inch = 30 ft. + September 3, 2020 Sheet 1 of 2 By: MA Check: SM Dwg. #255
i'
j.
1
RAISE MIN. 20" DIAMETER COVER RAISE MIN. 20" DIAMETER COVER
CONSTRUCTION NOTES EL=78.Ot TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE
1 Clean
1,) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15,000): g 74,0t. Out EL=72.Ot
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION. UPGRADE, AND
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT �� \��\\� + \ \ \ �� \� \� �� \�N� \�
AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. /\\/ / /\/\ /\\/�\/ /\\/
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 x
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. a
g
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED N A STABLE
MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 73.0 ° GEOTEXTILE
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND 69,0 FABRIC
THE SOIL ABSORPTIONSYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING 73.0 _
FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL M
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED _ .. .,
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM NTH A CAP, TIED WITH MAGNETIC _ F'I
MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. n 71 6 J
5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A 71.8 O 69.0 68.$
MINIMUM CONTINUOUS.GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, 68,5 3/4" to
AND NOT LESS THAN 1%OTHERWISE. �, 35't N• 1-1/2" STONE _
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 GAS BAFFLE DB-3 H-20 (Double wash)
PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED
AT END OR AS NOTED. - D-BOX TWO (2) 500 GALLON H-20 PRECAST
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE 66.5 CONCRETE LEACH CHAMBERS WITH 4' OF
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO
ASSURE EVEN DISTRIBUTION. 1,500 GALLON STONE ON ENDS AND 4" ON SIDES
.)OR GROUT
TTT PROVIDE EUDA TA ALL
POITTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES --25'f - SEPTIC TANK 75 f--- �.---12�t --� 12.5t
LEACH CHAMBERS
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE (END VIEW
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM, )
10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH FLOW PROFILE
MAGNETIC MARKING TAPE. TEST HOLE LOGS NOT TO SCALE EL=54.0 Bottom Test Hole
11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM Test Hole 1 (EL=72.0t)
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT Depth Ele, Layer Soil Class Soil Color Other
USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE-DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS 71.3 Ap Loamy Sand IOYR4/1 Roots
CONSTRUCTED AS SHOWN N PLAN, ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER, 9"-23" 70.1 B Loamy Sand 10YR6/6 Roots SYSTEM DESIGN CALCULATIONS
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 23"-152" 59.3 CI Silt Loom 10YR7/4 Dry 0F SEWAGE DESIGN FLOW: TWO BEDROOM DWELLING ® 110 GPD/BEDROOM 220 GPOMf15 =
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT P��N _ S
AND THE APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. 152"-216" 54,0 C2 Med Sand 10YR8/4 y �� qC R
Loamy g STEPHEN tiG (MINIMUM DESIGN- REQUIED 330 GPD)
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL 8E RESPONSIBLE FOR O B. N SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO �j WITH 4' STONE ON'THE ENDS AND 4' STONE ON THE SIDES
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, Test Hole 2 (EL=72.Of MOORE y
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. .a NO.39398 G) Vt = [(25.0 x 12,83) + 2(25.0 + 12.83) (2) x .74 = 349 GPD PROVIDED
Depth Elev. Layer Soil Class Soil Color Other 1WIhINO THE ADWELLNG PRIOR CTOR SHALL VERIFY
INSTALLATION OFLANY SEPTIC INES ARE QCOMPONENTS.D BY WATER TESTING O�Qy 349 GPD PROVIDED > 330 GPD REQUIRED
0"-9" 71.3 AP Loamy Sand 10YR4/1 Roots � C1 SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM)
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY
SEPTIC SYSTEM COMPONENTS. 9"-24" 700 B Loamy Sand 10YR6/6 Roots /J NOS SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK
18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE C�J//- A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW
VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF 24"-152" 59.2 Ct Silt Loam t0YR7/4 Dry
SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE Sli ht G SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 152"-216" 54,0 C2 Med Sand t0YR8/4 Loamy -7
19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED NTH CLEAN SAND AND j
ABANDONED IN PLACE OR REMOVED AS REWIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING, Proposed Site and Septic Plan
(INCLUDING EXISTING SEPTIC TANK) Test Hole 3 (EL=70.Ot
Depth Elev. Layer Soil Class Soil Color Other A��N OF U4SS.
EXCAVATION NOTES 0"-12" 69.0 Ap Loamy Sand 10YR4/1 Roots �o�� D ID GJ, 1 285 Service Road
72"-32" 67.3 8 Loamy Sand 10YR6/6 Roots
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C1 (SEE DEEP OBSERVATION o Nr] West Barnstable, MA
HOLE LOG) WHERE POSSIBLE FOR A LATERAL DISTANCE OF 5- 32"-132" 59.0 C1 Silt Loom 10YR7/4 Dry
IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA, N Prepared for:
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANt32"-t98" 53.5 CZ Med Sand t0YR8/4 Q� 211�O P
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL GISTS Dave O'Dell
CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. SANITAR\P�
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT Test Hole 4 (EL=70.0t 190 9 0 Ti m b e rl a n e Drive
OF FILL INTO THE RETAINING STRUCTURE. Depth Elev. Layer Soil.Class Soil Color Other Mashr�ee, M A
4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. h
0"-11" 69.1 Ap Loamy Sand IOYR4/1 Roots Prepared by:
1 CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF 11"-32" 67.3 B Loamy Sand 10YR6/6 Roots
ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 32"-132" 59.0 Cl Silt Loom 10YR7/4 Dry DATE OF TESTING: 09/17/19 All Cape Septic and Survey
SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED SOIL EVALUATOR: ROBIN W. WILCOX 618 Route 28
BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE 132"-198" 53.5 C2 Med Sand t0YR8/4 DIVE STANTON BARNSTABLE HEALTH AGENT
DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY WITNESS: West Yarmouth, MA 02673
SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, PERCOLATION RATE HOLE g1: LESS THAN < 3 MIN/INCH (@ 164") (508) 771-4200
SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, PERCOLATION RATE HOLE N 3: LESS THAN < 2 MIN/INCH (@ 158")
ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107 NO GROUNDWATER ENCOUNTERED allcopeseptic@gmoil.com
NO MOTTLING ENCOUNTERED Dote: 09/03/20 Sheet 2 of 2
ROBIN WILCOX, CERTIFIED SOIL EVALUATOR Project No. AC-249
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