HomeMy WebLinkAbout0340 VINEYARD ROAD - Health ' 340 p�INEYARD 'R�4) COTUIT y 7 }
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TOWN OF BARNSTABLE
LOCATION 34fn V►fit'-1(-aEtz SEWAGE# c)e)!'7 - 4q
VILLAGE efo;tkrT-- ASSESSOR'S MAP&PARCEL d P6-4!UT
INSTALLER'S NAME&PHONE NO. �- C. I• 5o �r-�
SEPTIC TANK CAPACITY _qm-0-6,1q— '.
LEACHING FACILITY.(type) `'a»I�s�IG I t-� (size) 66
NO.OF BEDROOMS
OWNER L•Lo�i
PERMIT DATE: 1.1-it-P7 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��d�(�*�- f
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No. d r I Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
s
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Misposal 6pstent Construction 3pPrmit
Application for Permit to Construct( ) Repair( ) Upgrade( Abandon( ) MCmplete System ❑Individual Components
Location Address or Lot No.3V0 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel U/(Q C�a �O d3G 3,
Installer's Name,Address,and Tel.Np., Designer's Name,Address,and Tel.No. �
Cave Ec�lc7 00 -fvL)Ct- � �
'Type of Building:
Dwelling No.of Bedrooms Lot Size U s ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required 110 gpd Design flow provided jS gpd
Plan Date 10 / o"2C7/ Number of sheets aC Revision Date
Title C S /�✓1
Size of Septic ank . OD6 WO MD. Type of S.A.S. SSW 4
Description of Soil rtn
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mainten the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environme ode an of to place the system in operation until a Certificate of
Compliance has been issued by this Board of He
Signe Date
Application Approved by Date jX
Application Disapproved by Date
for the following reasons y,,
Permit No. D. 0 Date Issued
No. f f ',�" i Fee .7
THE COMMONWEALTH OFMASSACHUSETTS Entered;ncomputer: \
PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Nsposal 6pstrm Construction Permit
'f. Application for a Permit to Construct( ) jRepair( ) Upgrade(4 Abandon( ) 0 Complete System ❑Individual Components
Location Address or Lot No. ('� `1 < 7 Owner's Name,Address,and Tel.No.
2 � c" � a r
U�GrZC� G d ywtr�-� 'Zc
Assessor's Map/Parcel G G' /
Installer's Name,Address,andt Tel.No. `?f 113 4�9 Designer's Name,Address,and Tel.No. ,, ,�- '79/•- `7 5C3--_4
C>Io c-le", a1'KUC41, rh1 A ,CSC 6LX4e..A A.1.r.`
-)n-, A.11%11.5 OX,�,� ,� 1V677LA ._
Type of Building: } `
�J Dwelling No.of Bedrooms .�,.��. Lot Size d
t sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures �9,
Design Flow(min.required) 'a?0 gpd Design flow provided . `) . gpd
Plan Date Number of sheets Revision Date 1 -h
T`
Title 1^e I
¢ !/
Size of Septic Tank , l)G?G�c,�c,f ��00 aC''Ul'Z1��. Type of S.A.S.7-'�
1 I
-.
Description of boil , , f t.�.�r'l.�.i7�^,- I � j/'k7i7 �4�r•ee =�rt�t}to t ? X G.:r x �
i'
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 provisionsof Title 5 of the Environmental Code and•not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health:
Signed.,-•- % —"�e1.___.� _ Date
Application Approved by bA, I.P � ,Date jX / .;!�� 7
� .
Application Disapproved by Date
for the following reasons
Permit No. 0
� � .�.• � /� Date Issued Id /it
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CCERTIFY,that the On:site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(R
Abandoned( )by - 4,t"°n0 r�S",—Lj, -k rryn L�f- '
at � t l ( cL '�r, p ;�. - �t r�{,c to has been constructed l+; l-in accordance � dB kd , { -
with the provisions of Tilt 5 and the for Disposal System Construction Permit No. 7' t0 dated ! 2f/' / 7
.Installer 301-1,0 4)r;�� (c3C t 1 Cat x Zr-Xf Designer &X Y_r? (�� �a�4 an��°�"r r�� � .Syr'l _' .(
rJ r.,
#bedrooms Approved design flow (.3 j ;/ A gpd
The issuance of this permit shall t be construed as a guarantee that the system ill functi n as ddeesiigngd.
Date. Ins
P -
No. d 0 l Fee l S
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem.Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(LC/ Abandon
System located at J Yo 1�t_A,, J 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 ! (1 l j!� Approved by
r � -
- Nc, ! QY1,jfa01 f✓✓ 1 �l� - [ 01v1oV4n�rN4r�crn yV� 1� p V'�n Ul(ic�nF J/ P;Tf"f/�{ irAF
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-28-2017 00:55 From: To:15087906304 Pa9e:1/1
Town. of Barnstable
Regulatory Services
Richard V.Scab,Interim Director
• wrmr,►at� 3 `
AM a Public Health Division
163
Thomas McKean,Director-
200 Main Street,Hyannis,MA 02601
Office: 508-862-4W Fax: 508-790-6304
Installer,&.Designer Certification Form
Date: Sewage Permits 2 G - zlelo Assessor's MaplParcel OW61o4q
Designer: Say „ w4r _ Installer: J3a-.tel,%-t -�S
Address: 71A MQV-UA sr_ Address: pn. 13.r, 7oA
on 12_J1- 2e t 7 44001k was issued a permit to install a
(date) (installer)
septic system at based on a design drawn by
(ad dressy
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 constructed in compliance with the terms
oft proval letters (if applicable) SN 0f. �Ass9
O� STEPHEN
ALLYN �.
(Installer's Signature) 0 WILSON �
No.3a216
FGrSTE��� w�
e.
csigner's Signature) (Affi p Here)
PLEASE RET TO BARNSTABLE PUBLIC IMALTH DIVISION. CERTIFICATE
OF-COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORD AND }A, :
BUILT CARD ARE.RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:NSepde\Ctsigner Certification Fom Rev 8.14.13.doc
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ti4 Department of:Regulatory Servtces
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c� .tJy; `m 00 Main Street Hy nnis MA 02601 t x
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Date Scheduled ,P1. ✓ J°��dI a Tune e' F nd
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Performed BY S w iJ i ate..: ..` Witiiessed Dy: & I
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)LOCATION & G NERAL INFOIiMA7CY®N
Location Address W d C1{�� s s c� 1 ccnh .. Owner ne. .L( I t,r L(Q
f' Nai_2g „L,1A f r.�rNyt
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Address fee„v��ao. CPL�.. �_atcddd �21c{p
AssessorsMap/Parcel Y✓i4p ,UiG�,0a�ra-I ':4ZE EngineersNameh-0:w., 0jC
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NEW CONSTRUCTION ' ?C REPAIR Telephone 9 50e 770--�_iO —
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Lnn.il Use .Slopes(-8 Surface Stones
. . .
Distances from Open Water body. ft Possible Wet Area ft DruiLtng.Water Well ft
Draula'
ge Way fft,". Property Line ft . 'Other ft .
ITQ- ;(Street name dimensions of lot exact locations of test holes&perc tests;locate wetlands ui proximity to'holes)
CSC f¢r h'e ��Y�ICQM1 5l 1..� :, .1
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C:Y Parr'l1rmaterlal,(ge fo lc).41aCizl A1141,Ir.s gePthtoDedrocic
4.
Deptlo Groundwa rtanding Waler in Bole Weeping fronrPit Face
. �. .`: `
.�✓"Estirjunr d Seasonal High Groundwater
1" .
DtTERM_IT�ATION FOR SEASONAL HIGI-IWATER TAB C
Method Used:
Depth Observed stand'iiig in ohs.hole In Depth to's, I mo,.ttles . ip '
Depth to weeping fi'om.side of obs hole in .'Groundwater Adjustment fi
d' rotiiidwate t
..
e - Index Well IeJ�I Ad-factor A i.G ._ ,... .r Leyel_
u Dat .
...':...ndex Well# Rend i , .
g _
, ., . / _
:F
- :_.'. e.:;: PEIRCOLATIONTEST Date ►a IN` Timc
Observation
Hole 1/ 2. ' Time at 9
Depth of Perc 50:� Time at 6
Start Pre-sonic Time n 0 I - 1 6.3 0 Time(9 6')!
�'.tJh4w1L
::. m':37 �aaG
End Pre soak 10 ,20 :
hate Mu1/Lich,. (e , d i1c.1 54
..1Iiiu-Aa6
Site Suitab(lity Assessment Site Passed Site railed Additional Testing Needed(YM)'
. E.;.
Orlgiiial Public I lealth,Dl- . - , Observatloii Hole Data T Be Com jtted o a1. :I I
***If pereollt[on tesf is to..be"conducted rvifhin 100' of wetland;you must first n.otify the
I.
Barnstable Conservation Division at leas.t.one (1)week prior to beg!nning.'
Q- lEALTH/WP/PCRCFORM . „ ;
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DEIEP OBSERVATION DOLE LOG ,�ol�#, �/
Depth from Soli,Horizon,= Soil Texture I Soil Color Soil Otlier
Surface(nr) , (USDA) (Ma)sell) Mottlmg (Structure.Stones boulders
Consistency,%(revel)-
-,3 11 '
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Above 500 yeas flood boundary No f Yes ✓ i C
t `•. -.t
mw
.11
Wllhiii 500 yens boundary Tio , Yes I .
.I.
Within 100 year flood boundary No ✓ Yes
Depth of Naturally.Occurri"ny PervionS Material
Does at least four"feet of naturally occurring pet vio�is material exis.t:in all areas observed throughout the
aiea pi0'osed for the Soil absorption system? . 5,,
.:
`. If riot;what is;the depth of naturally"occurring pervious mates Ial7
Certification ' ```
1 ce>tify that"on e/: (date)1"have passed the soil evaluator exarnlnatlon appr.. e the
p a.
De artment`of 4virorunent l Protection and that the above analysis was'per,Qrmed by`rne,consistent with
.. .
the iequired.fiatnnig;;exliertise anal expe,fence described tti.310 Q1v1R .1 01.7 s"
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Subdivision of Lots 38 and 43
Shown on Plans 11542—Z and 11542-3
Filed with Cert. of Title Nos. 8771 and 80758
Registry District of Barnstable County
Separate certificates of title may be issued for land
shown hereon as Lots 71, 71 and 73
By the Court, copy or Port or>
�.t.:�j�.;t Ci�t.�'.1.(C'��S�.Q t?✓�...
Recorder LAND REGISTRATION OMC£
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8
L jp Thomas&Betts Corporation
452 John Dietsch Blvd.
�✓ P.O. Box
Attleboro Falls, MA 02763
to S EP 199 (508) 699-9800
q Facsimile(508) 695-8111
N
�_MW
Thomas efts
August 10, 1998
Mr. Fritz Dietzgen, Caretaker
250 Vineyard Road
Cotuit, Massachusetts 02635
Dear Mr. Dietzgen:
Enclosed please find the laboratory results of the analysis of well water sampled at the Lloyd family's property
located at 340 Vineyard Road in Cotuit, Massachusetts. The water sample, designated as RW-21, was collected
by GZA GeoEnvironmental, Inc. and analyzed by the Mitkem Corporation laboratory. Chloroform was found in
the well water at a concentration of 1 part per billion. This contaminant is not related to the 106 Falmouth Road
Site. These results were sent to the Massachusetts Department of Environmental Protection.(DEP).
We understand that the DEP generally advises that"there is currently no drinking water standard for chloroform
in non-chlorinated water supplies. The Department's Office of Research and Standards has established a
drinking water guideline for chloroform of 5.0 ppb in non-chlorinated water supplies. Chloroform is considered
to be naturally occurring and ubiquitous throughout Cape Cod. Chloroform has also been associated with on-site
septic systems." If you have any questions regarding chloroform, please call the Barnstable Board of Health or
DEP.
As you may recall, the contaminants of concern at the 106 Falmouth Road Site were industrial solvents and
cleaners potentially related to historic operations at that facility. To test for such materials, the laboratory
analyzes for the range of VOCs specified by the EPA's testing method. That is why the Laboratory Analysis
Report covers such a long list of organic compounds. Beside the list of compounds are two columns of data.
The fast column shows the concentration of the compound, in parts per billion(ppb), that was found in the well
water. The letters "ND"mean the compound was not detected. The second column shows the lowest level at
which the laboratory could accurately quantify the compound.
r
Thank you for your assistance and cooperation with GZA in the collection of well water samples from the Lloyd
family properties. Please forward these results to the owner of the 340 Vineyard Road property. If you or the
Lloyds have any questions,please do not hesitate to call Mike Powers at GZA(401-421-4140, ext. 3404).
Sincerely
William O. Frigon
Attachment: Laboratory Analysis Report
cc: Town of Barnstable Board of Health
Mark Wood,DEP
MIT KENI
1 June 29, 1998
JUL 0
v' nmental Inc. 1 ��
GZA GeoEn iro ,
140 Broadway
Providence RI02903
Attn: Ms. Hilary Fortune
RE: Client Project#: 31751.13,Residential Well Sampling
Lab Project#: E0963
Dear Ms. Fortune:
Enclosed please find the data report of the required analyses for the samples associated
with the above referenced project. If you have any questions regarding this report,please
call me.
We appreciate your business.
Sin ely,
Edward A. Lawle
Laboratory Operations Manager
175 Metro Center Boulevard • Warwick,Rhode Island 02886-1755 • (401) 732-3400 • Fax(401) 732-3499
email: mitkem@worldnet.att.net
MITKENI
CORPORATION
Client: GZA GeoEnvironmental,Inc.
Client Project: 31751.13, Residential Well Sampling
Lab Project: E0963
Date samples received: 6/22/98
Project Narrative
This data report includes the analysis results for five (5) aqueous samples that were received
from GZA GeoEnvironmental, Inc. on June 22, 1998. Analyses were performed per
specification in the Chain of Custody form. For reference, a copy of the Mitkem Sample Log-
In form is included for cross-referencing the client sample ID and laboratory sample ID.
All of the analyses were performed according to method specifications. No unusual
occurrences were noted during sample analysis.
This data report has been reviewed and is authorized for release as evidenced by the signature
below.
Edward A. Lawler
Laboratory Operations Manager
r
00i
,4
f
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnvi ron mental, Inc. Analysis Date: 6/26/98
Client ID: RW-21 Concentration in: ug/L
Lab ID: E0963-02 Dilution: 1
Analysis: Method 524.2
Reporting
Analyte 'Results 1. 13A
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform 1 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND. 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene
ND 0.5
1,1,1,2-Tetrachloroethane ND 0.5 004
Page 1 of 2 E0963-02
Client ID: RW-21 Lab ID: E0963-02
Reporting
Analyte Result Limit
Ethylbenzene ND 0.5
Xylenes(total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5
1,2,3-Trichloropropane ND 0.5
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethyibenzene ND 0.5
tert-Butylbenzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-Butylbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopro,pyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
.1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V1 B0626A
Surrogate Recovery:
Bromofluorobenzene 114%
1,2-Dichlorobenzene-d4 102%
ND= Not Detected
005
Page 2 of 2 E0963-02
f
MITKENI
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnviron mental, Inc. Analysis Date: 6/25/98
Client ID: Trip Blank Concentration in: ug/L
Lab ID: E0963-05 Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results Limit
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
f
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5
1,1,1,2-Tetrachloroethane ND 0.5 ot0
Page 1 of 2 E0963-05
CORPORATION
Client ID: Trip Blank Lab ID: E0963-05
Reporting
Analyte Result 11IDit
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5
1,2,3-Trichloropropane NO 0.5
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethylbenzene ND 0.5
ter-Butylbenzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-Butylbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopropyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V1 B0625A
Surrogate Recovery:
Bromofluorobenzene 114%
1,2-Dichlorobenzene-d4 102%
ND= Not Detected
Oil
Page 2 of 2 E0963-05
r
MITKEM
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnvironmental, Inc. Analysis Date: 6/25/98
Client ID: Concentration in: ug/L
Lab ID: Method Blank,V1B0625A Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results Limit
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane .ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5
1,1,12-Tetrachloroethane ND 0.5 Cj
I�
Page 1 of 2 E0963-MB
MITKEM
CORPORATION
Client ID: Lab ID: Method Blank, VlB0625A
Reporting
Analyte Result Lima
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5
1,2,3-Trichloropropane ND 0.5
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethylbenzene ND 0.5
tert-Butyl benzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-Butylbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopropyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V1 B0625A
Surrogate Recovery:
Bromofluorobenzene 108%
1,2-Dichlorobenzene-d4 102%
ND= Not Detected
013
Page 2 of 2
E0963-MB
i
MITKEM
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnviron mental, Inc. Analysis Date: 6/26/98
Client ID: Concentration in: ug/L
Lab ID: Method Blank, VlB0626A Dilution: 1
Analysis: Method 524.2
Reporting
Results Limit
Analvte '
Dichlorodifluoromethane ND C 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroet hane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0'.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2=Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5
1,1,1,2-Tetrachloroethane ND 0.5
i014
E0963-MB
Page 1 of 2
MITKEM
CORPORATION
Client ID: Lab ID: Method Blank, V1 B0626A
Reporting
Analyte Result Limit
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform . ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5
1,2,3-Trichloropropane ND 0.5
n-Propylbenzene ND . 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethylbenzene ND 0.5
tert-Butylbenzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-Buty[benzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopro.pyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V1 B0626A
Surrogate Recovery:
Bromofluorobenzene 112%
1,2-Dichlorobenzene-d4 106%
ND= Not Detected
' w 4
Page 2 of 2 E0963-MB
MITKEM CORPORATION
Lab Project#: E0963 R1
Client Name: GZA GeoEnvironmental, Inc.
Client Proj #: 31751.13 Logged In By:
Client PO#: 3-02043
Project Name: Residential Well Sampling Reviewed By:
Date Due: 6/26/98
Total Price: $ - Date: 6-2y-9$ Time: /V O u
Project Mgr: PAS
Salesman: PAS
V r
Del Req'd: Std ci Raw Data
Completed?: YES
Lab ID Client ID Matrix Analysis Price Sampled Received TP I IR BNA Herb 1L Wet IV]�e V-GC V-MS dub
-01 RW-22 AQ 524.2 6/19/98 6/22/98 1
-02 RW-21 AQ 524.2 6/19/98 6/22/98 1
-03 RW-16 AQ 524.2 . 6/19/98 6/22/98 1
-04 RW-2 AQ 524.2 6/19/98 6/22/98 1
-05 Trip Blank AQ 524.2 6/19/98 6/22/98 1
TPH IR BNA Herb >L Wet Met V-GC V-MS Sub
NOTES: xR�l�Dehverai le added�� 0 0 0 0 0 0 0 0 5 0
ORIGINAL REPORT GOES TO: INVOICE GOES TO: ADDITIONAL REPORT GOES TO:
GZA GeoEnvironmental,Inc Attn: Hilary Fortune Same None
140 Broadway Phone: 401 421-4140
Provid ce,RI 02903 Fax: 401 751-8613
Fr"
6/24/98 1:28 PM Page 1 of 1 Lab Project#: E0963
WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # "z
CHAIN-OF-CUSTODY RECORD (for lab use only)
ANALYSES REQUIRED
Sample Date/Time Matrix Z m
I.D. o $
N
s.soa
(Very Important) GW=Ground W. m $ $ d = , a ,� Total
sW=suna�ew. ffi a g MOf Note
_ Ware W. , �Y N o o m N 7 (7 IL W.Wa a ., •V
DWvDrinkin W. _ z w o yn� u Cont. #
an�.r�ta/v.cd i it 2. 2
VveWv QG� Z
PRESERVATIVE (CI-HCI,N-HN%,S-H,SO.,Na-NaOH,O-Other)'
CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)*
RELINQUISHED;BY: Affiliation) DATE/TIME R BY:(Affiliatio NOTES:Preservatives,special reporting limits,known contamination,etc.:
� Unless otherwise noted,all VOA vials have been preserved w/1:1 HCL.)
RELINQUISHED BY:(Affiliation) DATElrIME R IVED ion) AA
RELINQUISHED BY:(Affiliation) DATE/TIME RECEIVED BY:(Affiliation)
�C,
PROJECT MANAGER: EXT: V� /
TURNAROUND TIME:❑Standard ❑ Rush Days,Approved by:.
GZA FILE NO. �1/ /3 P.O. N.O. D��
GZA GEOENVIRONMENTAL, INC.
ENGINEERS AND SCIENTISTS PROJECT
140 Broadway
PROVIDENCE,RI 02903 LOCATION •V O��j�� ,I�''T s
—13 (401)421-4140
FAX(401)751-8613 COLLECTOR(S)' L ���� SHEET / OF
MITKEM CORPORATION
Sample Condition Form Page_of
Received By: Reviewe Date: MITKEM Project:
Client Project: Client:
Sample ID Preservation (pH) Comments/Remarks/
Condition: Lab Client HNO3 H2SO4 HC1 NaOH Corrective Action*
1)Custody Seal(s) Present/Absent
Coolers/Bottles
Intact/Broken
2)Custody Seal Number(s)
3)Chain-of-Custody Present/Absent
4)Cooler Temperature
Coolant Condition
5)Airbill(s) Present/Absent
Airbill Number(s) ,
6)Sample Bottles Intact
Broken
Leaking
7) Date Received
8)Time Received
J
9)Project Due Date
* See Sample Condition Notification/Corrective Action Form yes/no 018
ASSESSORS MAP NO; '
PARCGI.NO:;;� -..: G Fee-it r 00- -----_-
BOARD OF HEALTH
TOWN OF BARNSTABLE
ApplicationjorlVer[ Con0ructionpermit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at:
Location — Address Assessors Map and Parcel
--------------------------------------------------- --— ----r-r�`� - `� - ------
Owner Address
---- �'�/ ---------------- a' fox ° -'`"`_4 J/ ----- -------------
Installer — Driller Address
Type of Building
Dwelling —---------------------------------------------------
Other - Type of Building----------------------------------- No. of Persons-----------------------------------------------------
Typeof Well—y --- -- ------------------------------------------ Capacity--------------------------------------------------------------------
Purpose of Well-2'S' 7"1 ------------------------------
Agreement:
The undersigned agrees to install the aforedescribed 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 Comp iance has been issued by the Board of Health.
Signed--- --------------------------------------------- -----1 /--
-------date -----------
Application Approved By - - = - ---------- —- -— ®j-date
date
Application Disapproved for the following reasons:--------------------------------------------------------------------------------—--------------------
------------------------------------------------------------------------------------------- - - ------------------- ------------------------------------
date
Permit No. - �°''-!_® —"7 - ---- Issued — - -------------------------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate (Of (Compliance
THIS IS TO/CEATIEY,j That the/Individual/Welnl �o/n/�tructed ( ), Altered ( ), or Repaired (✓)
bY- ---LJ� J C gn�n_x t r. �_ _ l___/C/i�, (7
-- ------------------------------------------------------------------------
---------------------
taller
at ---------C°-niz ,------------------
----------------------------------------------------------------------------------------------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
�®� i
_U- d `
Regulation as described in the application for Well Construction Permit No6�°-° _��ated--��-�'I-�"'
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------——-- - — - - ----— — -- Inspector---------------------------------------------------------------------------
__ v ,
No.---------- - Fee-1 -��------- -
''� BOARD OF HEALTH
�4 4
A TOWN OF BARNSTABLE'
ApplicationArVell Con0ruct ion Permit
Application is"hereby made for a permit to Construct ( ), Alterr( ), or Repair ( )an individual Well at:77
,=
—�`�O-----�!w-`�G��-----�----------COT.-t--�-------------- =-----------------------------------------------.------- -------- --�----
Location — Address Assessors Map and Parcel
- - - °---`-----C = Eo T� 7`="-"4------------------------
Owner Address
r�"'- --- - --
? Installer Dnller Address
Type of Building
"�"!hpDwelTrng -------- -
Other - Type of Building-------------------------------- No. of Persons---------------- -=-----------------------------
.Type of Well— ----- —--------------------------------------- Capacity------------------
" Purpose of Wei l-�o"'`^;-r"-------------- F
Agreement:
The undersigned agrees to install the aforedescribed 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 Comp iance has been issued by the Board of Health.
Signed-- -)`�--`-'"`'t-- -__ ------------------ ------------------------------- ------L_-------------------------
date /
Application Approved By-- - — -------- --- -- -= /'�� ---L5
date
Application Disapproved for the following reasons:--------------------------------------------------------------------------------------------------
- - -- ---- --—- ------- ------------------------------------------------------------------------------------------------------------------
'61date
.aa �. ✓
Permit No. -� - �- ------------- Issued -- -------------- ----
.� :]Ktf •<.,.ir _....r- �.i,#., ;s�.._:�� r � �..- :�z'. �� • ci'.{i � :..Lt`�.5..f a:t a��s�.{'�: Y',c..., � .�c.`-. '�. .r ..-^� _ n .-� f'2 .._ ,.e.�� ,.:a.��,...e�,..'I
^� ----------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of Compliance
THIS IS TO CE 1Y, That the Individual Well Con tructed ( ) Altered ( ) or Repaired (�
by--- - -- ----------------- -- ---- --------------------------------------
l�staller -_-------
at ------------------------------------------------------------- ------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
M Regulation as described in the application for Well Construction Permit No -"
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE`WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE- - - --— = - - -- -- Inspector— - - ------------------ =- `"- ---
BOARD OF HEALTH
f TOWN OF BARNSTABLE
�eCi �on�truction�ertrtCt
� 2 Fee
nn�j
Permission is hereby granted-'ad-SCA AA1, -----------------------------
_---_--------------------------_ yyx'
to Construct ( ), Alter ( ), or Re air ( "f an Individual Well at:
----------------------=-
Street
--
as shown o�e application for a Well Construction Permit
No. - '- '�`- —`'" ------------------------ Dated- - `'" F� _
-------------------- -----
- =="- ..
Board of Health
DATE--- - - --- - °____-- --—
f..
v
f -
1
c '
i
i
I
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 . Sandwich, MA 02563
y (508)888-6460 • 1-800-339-6460
FAX(508)888-6446
CLIENT: Mr. Lloyd LOCATION: 340 Vineyard Rd.
ADDRESS: Cotuit, MA
SAMPLE DATE: 6-26-96
COLLECTED BY: Scannell Well DATE RECEIVED: 6-26-96
TIME: N/A LAB I.D. #: E6-488
JOB TYPE: New Well SAMPLE I.D. #: E6-488
WELL SPECS. : 30'
RESULTS OF ANALYSIS:
Parameters . Units Recommended Limit Result
Coliform bacteria/100m1 (MF Method) 0 0
pH pH units 6.0-8.5 5.39
Conductance umhos/cm 500 148
Sodium mg/L 28.0 16.0
Nitrate-N/Nitrite-N mg/L 10.0 0.02
Iron mg/L 0.3 0.05
Manganese mg/L 0.05 0.291
COMMENTS: Low pH indicates high corrosive characteristics.
Manganese is not a health hazard.
Yes WATER IS SUITABLE FOR DRINKING SES ZZ
RAMETERS TESTED.
xxx.
Date
-Ron ld J. Sgrector
ri
Laboratory
IT = Less Than
( ENERAL NOTES
1. THE INW OF THIS PLAN IS TO DETAIL EXISTING SIiE CONDITIONS AT 340 VINEYARD ROAD. 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR TM SIZE THERE MAY a EMNKNiENIAL 9. UTILITY LLIOWN HEREIN: BAXTE R NYE
LOCUS AREA IS COMPRISED OF BE RIM BY OTHERS, EASEIM, TANUNGS, MORTGAGES, RIGHT OF WAYS PER MASS GIS WO AS OF 11/01/16: THE CONTRACTOR SHALL CONTACT' DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCAiE ENGINEERING & '"'
E1C. NOT OEPICTE'D. IF DETERMNED M BE NECESSARY, A TITLE SEARCH
2. PER CURRENT ASSESSOR'S RECORDS: SHALL BE PERFORMED BY ows AND SUPPLIED TO aun NYE PCt OCAl10N OF All. EXISTING UIIJTES, AT LEAST 72 HOURS PRIOR TO THE START OF
ENKN�ING S1FNEYMIG ON CURRENT AV IS B SURVEYING
THE P ..
• SITE IS NOT WAIN AN A.0 EC. (AREA OF CRITICAL ENNNtMIENIAL CONCM). CONSTRUCTION. E7OW UNDERM N D NFRAS"D+'11C'W UTILITIES, CONDUITS AND LIES ARE SHOWN
ONAVER: tAt1E B. LLOYD 6. PROPERTY LINE NVFORMA110N SHOWN ASED AILABLE IN AN APPROXMIATE WAY ONLY. MAY Nat BE HINTED TO THOSE SHOWN HIM AND HAVE BEEN Q ,
CERTIFICATE OF TiRE 210679 SITE APPEARS M BE WIi IN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED ON RESEARCHED BASED ON THE AVALABLE UTILITY RECORDS NOTED HEREON. THE COMRACiOR AGREES TO
RECORD PLAN: LAND COURT PLAN 1 f542-11 RECORD NFORAMTTON CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES MASS GIS OLIVER PER NHESP 'ESTIiUTID FMBITATS OF RARE WLDL.NE' FOR USE WfTH THE MA BE FULLY RESPONSEIE FOR ANY AND ALL WAS WHIM M W BE OCCASIONED BY THE CK :
SHOWN HEREON WERE OBTANIED FROM AN ON THE CNIOUNN) VEY WER
FED SURAN DS PROTECTION ACT REGUI,ATiONS (310 CUR 10)." CONTRACTOR'S FAILURE 110 LOCATE SAD AND UTLITES EXACTLY. E FED CONDITIONS
ASSESSOR'S MAP Of 6
PARCEL O PERFORMED BY BAXiER NYE ENGNEERING & SURVEYING ON OCTOBER 27, 2016. OFM FROM PLAN NF'OfNrN110N, THE CONTRACTOR SHALL NOTIFY THE BMW NUEDIATEtY FOR Registered Professional Engineers
• SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS WAR POSSIBLE RlDEWN. and Land Surveyors F
3. PROJECT BENCH1#JK AS SHOWN ON THIS PLAN (DATUM NOW) 7. COISIU M PANEL NUMBER:, 250001 0752 J AND 250001 0754 J, DATED 07/16/14 PER N HESP 'TIRED VERNAL POOLS." SOURCE INFORMATION FROM PLANS HAS BEEN CMI ED WITH OBSERVED EVIDENCE OF UTILITIES TO um 78 -
11E FLOOD NVS1NiAMCE RATE MAP DEFINES THIS AREA AS ZONE AE(EL.11), DEVELOP A V EW OF THOSE UNDERGIMM UiNJiM HOWEVER, LM20WG ExcAvATiON, THE EXACT North Street 3rd Floor
• SITE APPEARS TO BE wTTHIN A PH80RiiY HABITAT AS MAPPED ON MASS GIS OLNER PER NIESP POPPONESSE►'
4. ZONING NFORIIATION. ZONE X (SHADED) AND ZONE X (UN-SHADED). 'PRtOrWiY tMBiTATS OF RARE SPECIES" FOR SPECIES UNL)ER THE ENQANCNRm LOCATION OF UN FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPL IM. BAY � Hyannis, Massachusetts 02601
ZONING DISTRICT : RF SPECIES ACT, REGULATIONS (321 (�Nt 10). MA'tTIE AD01110NW. ai MORE DETAILED NrFORMATTON IS REQUIRED. THE CLAM IS ADVISED THAT OOTUNT BAY
EXCAVATION MAY BE NECESSARY.REa ZON CUF Phone - (508) 771-7502
ZRENT MIMIINNN ING INREMENTS:UK LOT AREA = 87,120 SF 0 SITE DOES Not APPEAR TO BE WTIHHN A SPATE APPROVED ZONE N GROLNrDNy11ER RECfiARGE ' • DCISW SEPTIC SY51EM INFORMATION OBTAINED FROM SEPTIC SYSTEM NNSPECtiON REPORT BY Fax - 5O8 771-7622
MIN. TAT' FRONTAGE = 150' PROTECTION AREA. WMATNE SEPTIC INSPECTION, COW MA, DATED 11/2/2013 ONFU AT BQMD OF HEALTH. Fox )
FRONT' YARD = 30' SIDE & REAR YARD = 15' / 15' 1 www.baxter-nye.com
• A PORTION OF THE SITE APPEARS 10 BE WRHIN A ZONE OF CONTRIBUTION TO A SALTWATER
• EXISTING WELL SHOWN WAS HELD LOCATED to/27/2ots.
C%IMY DISTRICTS. RPOD, AP ESTUARY (9ARNSIABLE B.O.H. REG. 3so-45). Locus Map Scale:1"=2000'
i eta ELECTRIC UK SHOWN ON THIS PLAN WiTS FIELD LOCATED NDLGTNG OVERHEAD SERVICE FROM S T - STAMP
dal ��H�y UTILITY POLE 1099/2 ON 10/27/2014. �� OF M�ssq
q�`\ �yG
• WATER LINE SHOWN WAS FiELD LOCATED INSTEPHEN
APRIL, 2014. s AL Ih'FLLY N
1� RI � .
No.30216
\ \: ,t n /STE
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LOT 71 f
x10.8 '7 /
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L C. PI. 11542 - 11 '
N//F" ALICE B. LLOYD, TRUSTEE
4 QQ' ALICE B. LLOYD REVOCABLE TRUST &
ELiZA.BETH P. HOBSON, TRUSTEE/ CONSULTANT
x1 1 9 ELIZABETH P. HOBSON LIVING: TRUST
l CERTIFICATE: 2.10680
x 10.6 ttE x 14.
CONSULTANT
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LJ i��^i� r; '� yt �, Lallie Lloyd
x10 4 ti .5 �i �' T x16.3
TP/ {
,�, 340 Vineyard Road
Op
r
Cotuit MA.
X 1 1.2 r 1! i DECK ` t+
x 10.3
9
x 10.6 0 { ,u� o ,� _ a, 5 !
c7 r J Af rROXIMATE I bCAT ON OF EXISTINu 60• _
N ¢ {o SEWERAGE DISPOSAL SYSTEM ,t •,\ "l ttt
aD 3L c•a �� �o' EXIST1NCa DISPOSAL SYSTEbI TO BE t `�� , +`.ti. t 00 X 19.4
ABANDONED ANIT REMOVED AS NECESSAPY , EXISTING BARN
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BOX 1' -� �� x 17.1 / \. 18.5 \, EL-18.32 (NAVD 88) r c StiF
X i t {t a , I y x 18.2 O
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LOT 73 SHEET TITLE
t; L C. PI. 11542 - 11 ��
N/F ALICE B. LLOYD, TRUSTEE �� Septic System Plan
ALICE B. LLOYD REVOCABLE TRUST & p y
ELIZABETH P. HOBSON, TRUSTEE / f
ELIZABETH P. HOBSON LIVING TRUST
CERTIFICATE 210681
r
SHEET NO
D A T E : 12/05/2017
r� 20 0 20 40
SCALE IN FEET
DRAWN/DESIGN BY: SDM CHECKED BY: UK
L / JOB NO: 2012-061 C A D D FILE: 2012-O061 LOT72.
t:Q
BAXTER NYE 1
ENGINEERING &
CONSTRUCTION NOTES: SURVEYING
z
TYPICAL
�1�/ , c 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
1 1 f 1CAL 8 S� �LG ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED
APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN.
NOTES: lIOR � do ANY LOCAL RULES & REGULATIONS APPLICABLE. Registered Professional Engineers a
and Land Surveyors
2. EXISTING INTERIOR HOUSE PLUMBING MAY NEED TO BE
1. ALL MATERIALS SHALL MEET N-20 LOADING REQUIREMENTS. MODIFIED. :r
E70STNrG FINISH FLOOR N EL-16.0 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 78 North Street - 3rd Floor :
THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Hyannis, Massachusetts 02601 A _
SET MANHOLE COVER • WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER.
c TO WMIN�6" of FINISH GRADE. �R & COVER STiN� WATOMW
RIM COVERS E Phone - (508) 771-7502
DOS 110 HOUSE � FINISH TE- 15. 4. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG. 8 771-7622
_w
NOTIFY THE
�- �FNISFI GRADE N 14.0t �. 60 �� INSPECTION. BOARD OF HEALTH AGENT AND ENGINEER FOR Fox -wwW.baXter50-n .COm
PROPOSED FINISHED GRADE OVER LEACHING - 13.45 TO 13.75 5. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40
4' SCH 40 PVC OS=2.0% TOP OF TAW-1271 ,. 3' WL TOP OF D-BOX-11.90 F1hR FABRIC OVER 9" INI. 38" MAX :OVER
PVC. UNLESS OTHERWISE NOTED HEREIN. T
STA �(NOFMgs STAMP
LINE EXCLUDING Tom - 6. IF NEEDED, EXCAVATE UNSUITABLE MATERIAL TO THE `C ��P `�'��
NV our = 11.80 4' SCH 40 PVC Mw 4 SCH 40 PVC S-2X FIRST 2' (f0 BE LEVEL) DOUBLE WASFIED 510hE HORIZON`. FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE o`' STEPHEN y�
X. LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR ALLI'N n
4 SCH. 40 PVC 2 MIN INK•10.14 o VVlLSON
INN IN- 11.00 o" yll `" 1n OUT= 1130 2 Cr- (3/4 to 1 1/21 15.255 TO THE TOP ELEVATION OF THE SAS. �
1 �, •� No.30 i 6
` PVC TEE 14" MMI 6' SUMP . NV OUT 10.76 7. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN .9 < v/
LKIIIID C:f ( ) INN IN - 10.96 - W-8.14 �9
LEVEL / }- GAS BAFFLE • LESS THAN 3' OF COVER. GIST
4'-3` i- '.. •.•. :Y+• . :.:•. N1V Mi-10.45 a S EN �
�► �s ONAI °G�
EXISTING SOMS TO BE RDADVED TO THE 'C HORIZON" INCLUDE GARBAGE
GAS
SEE NOTE HEREON 8. THE SEPTIC SYSTEM DESIGN DOES NOT
REINFORCED CONCRETE BAFFLE GRINDER DISPOSALS.
:.i BAFFLE 6" CRUSHED 6" CRUSHED STONE 5' MIN !,Z•-i�•/7
" STONE BASE BASE + 9. CAlIL4N:. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT
�-*-• " • •--�?- �?-�• :. :.�? --T• No Groundwater Observed O Elev. 1.8 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL
�` �' ' _ '" ' .'"• ' `_ •' , ;' ObN BOXWLABBORPMNEM EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF
CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT CONSULTANT
SHOW DB-6-H2O OR EQUAL LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING
TO BE NSTALLFD ON A LEVEL STABLE BASE NIS
T1M0'OOYPAI�it�fl' 'TANC UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF
SHOREY ST3OW-H2O OR EQUAL 3 OUTLETS REQUIRED EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND
10 BE NSTALLID ON A LEVEL STABLE BASE VERIFIEDTLY
FM11SI1ED 6I� SEPTIC TANK TO BE NLSPECIED O CLEANED ANNUALLY 6' BETWEEN TRENCHES REPRESENTAe 1VNE.I THE CON�ACTOR AAGREES TO BE FULL� ITS
FINISH GRADE 3• RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CONSULTANT
OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE
COA�ACIED BACK FILL MN. 36" MAX COVER UTIU71ES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN
EXCLUDING TOPSOIL INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
FILTER FABRIC OVER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,
EXTEND 4" PERFORATED iWIR11111ION LNE DOUBLE-MASTED VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS,
4" SCH 40 PVC PVC
S� TO BOTTOM 4. � EFFECTNE OEPTII 2'
. SW3/4" TELEPHONE do DATA/COMM AND RELOCATE IF CONFLJCTiNG WITH
PCN SCH TO 1 1/2" PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE
CLEANOUT WITH CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS
SCREW IN REQUIRED. PREPARED FOR :
Tb WITHIN � DOUBLE WASHED STONE (3/4" to 1 1/2') SEE PLAN VIEW FOR TRENCH LAYOUT
ARE
OF FINISH
CROBOTGEOMN 10EM �� LACALLCENAOEReGRA BOTTOM OF SAS SHEMATIC. FIN� OUT SHALL S DETERMINED Y THE Lallie Lloyd
WS APPROPRIATE UTILITY COMPANY. 340 Vineyard Road
LIQUID DEPTH IN SEPTIC TANK DEPTH OF OURET TEE BELOW FLOW LINE
0- NrEC110N MW WN. KTs 4 FEET 14 INCHES COtuit MA.
5 FEET 19 INCHES
` CCXffTAL 6 FEET 24 INCHES
ONE PER We$C 1 7 FEET 29 INCHES
ror w swc 8 FEET 34 INCHES
i
80L UM P%= DACE=OQl 114
LEACHING AREA REQUIREMENTS BARNSTAeLE
.SOIL EVALUATOR:NITROGEN LOADING LIMITATION: ZONE OF CONTRIBUTION TO AN ESTUARY: 440 GAL PER DAY PER 40,000 SF STEVE WILSON, P.E. LTH AGENT:
BOARD DONNA O OF F HEALTH
I, RS
LOT AREA = 108,085 SF �108,085/40000 X 440 = 1189 GPD TEST PIT 1 . TEST PIT 2 TEST PIT 3 TEST PIT 4 �
G.S.E. = 14.7t G.S.E. = 13.8t " G.S.E. = 15.7t " G.S.E. = 16.2f
RESIDENTIAL: 8 BEDROOMS 1189 GPD/110 GPD PER 8R=10.8 BR " "
x 110 GPD/BEDROOM "0" "lo" "0" "0" Of
TOTAL DESIGN FLOW = 880 GPD 4" 3" 3" "
W
cc
GARBAGE. GRINDER (NOT INCLUDED) = N/A
3
Ap; 1OYR 4/2 ; LOAMY SAND Ap; 1OYR 5/1 ; LOAMY SAND Ap, 10YR 5/4 ; LOAMY SANG' Ap; 10YR 5/6 ; LOAMY SAND
PERC RATE = <5 MIN. / INCH (CLASS 1) WW
LTAR = 0.74 GPD/S.F. 8" 10" 10" 9" F-
MIN. LEACHING AREA OF SAS, REQUIRED: 8, 1OYR 5/6 ; LOAMY SAND 0. 1OYR 4/4 ; LOAMY SAND B; 1OYR 5/8 ; LOAMY SAND 8, 1OYR 5/8 ; LOAMY SAND w S
880 GPO/ 0.74 GPD/S.F. = 1190 S.F. MIN. 12" 18" 18" 16"
o O
PROPOSED SYSTEM: 3 TRENCHES N 3' WIDE X 60' LONG X 2' DEEP C ; t OYR 5/6 ; MED. SAND C ; 10YR 6/6 ; MED. SAND C ; 1 OYR 6/6 MED. SAND C ; 10YR 5/6 ; MED. SAND a
1 1 1
SIDEWALL AREA: (3' + ' 60')x2x2'x3 = 756 S.F. 74" 60" 132" 62"
BOTTOM AREA: (3' x 60__)x3 = 540 S.F,
TOTAL EFFECTIVE LEACHING AREA: 1,296 S.F.
SYSTEM DESIGN CAPAC17Y = 1,296 SF x 0.74 GPD/SF = 959 GPD
C2; 10YR 6/6 ; MED. SAND C2; 10YR 7/3 ; MED. SAND CZ; 10YR 7/2 ; MED. SAND o
SEPTIC TANK SIZING: FIRST COMPARTMENT= 880 GPD x 200% = 1,760 GAL
144" 144" 132" a
SECOND COMPARTMENT= 880 GPD x 10OX = 880 GAL (PERC O 481 (PERC O 501
(48 HR AND 24 HR - 1,100 + 550 Z640 GAL)
USE 3000 GALLON TANK MtN. C
� o
0
c
NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED ^ W
DESIGN SCHEDULE ELEVATION O EL. 1.7t O EL 1.8t O EL 4.7t O EL. 5.2t � a
FINISH FLOOR-MAIN HOUSE 16.00 N
U
SEWER INVERT AT MAIN HOUSE 11.80 m
SEWER INVERT AT BARN 13.20 1 CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION iAPPROVED BY THE -F-1
SEWER INVERT INTO SEPTIC TANK 11, DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS 'PERFORMED BY ME I-IF
Q Z
CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017.
SEWER INVERT OUT OF SEPTIC TANK 11.30
SEWER INVERT INTO DISTRIBUTION BOX SHEET TITLE
10.95
SEWER INVERT OUT OF DISTRIBUTION BOX 10.76 SEINER INVERT INTO SAS 10.45 SIGNATURE DATE t 2 -I System Y3-,7 Septic stem Plan
BOTTOM OF SAS. 8.14 (SE- 622)
NO GROUNDWATER OBSERVED TO ELEVATION 1.80
3
n
SHEET NO
t._
vSP2
G
n
D A T E : 12/05/2017
c
�c
SCALE : AS SHOWN
,^G
DRAWN/DESIGN BY: OF CHECKED BY: JAW
a
4
T J O B N O: 2012-061 C A D D FILE: 2016-061PSLOT72