HomeMy WebLinkAbout0045 WHITE CAP LANE - Health 45 WHITE CAP LANE,
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JJTOWN.OF BARNSTABLE
LOCATION )b�_ 6, o�-< SEWAGE# ?v2
VILLAGE Gve5t 34r&61v�L ASSESSOR'S MAP&PARCEL -7
INSTALLER'S NAME&PHONE NO. c-L)t + A,,P_, hox4 g '396
SEPTIC TANK CAPACITY 16"t s ud') -+ (y,o`I
LEACHING FACILITY:(type) t ty o S Oct ace((c-A (size)
NO.OF BEDROOMS )1 2-
OWNER .DC0 PERMIT DATE: g[W� COMPLIANCE DATE: toll h G
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
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Rptiration for Misposal 6pstrtn Construction 30Prinit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System +�Individual Components
:d
Location Address or Lot No. 465 v- r L j•t� Own !f's np Name,Address,and Tel.No. 5* -033•4 ((05
Assessor's Map/Parcel ��� c�1 /\" e6a�x p �• r(1 ��01 O-Ak g
Installer's Name,Address,and Tel.No.U&q a►ld 1M&JtAK+- Designer's Name,Address,and Tel.No.
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Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building (}f�i Clz No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets I Revision Date
Title
Size of Septic Tank aAA Type of S.A.S.
Description of Soil
AIAC
CNature of Repairs or Alterations(Answer when pplicable) (i( al
IA I 5C� t l dl ` /lRLl U
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 Boar4 of Health.
ned Date 3 z W
Application Approved byA Date '�
Application Disapproved by Date
for the following reasons
Permit No. 007-o— rOp Date Issued
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t Nu HE''COMMONWEALTH OF MASSACHUSETTS Entered in comPni�`^�/
PUBLIC.HEALTH DIVISION TOWN OF BARNSTABLE,,MASSACHUSETTS
Rpplitatton;for'Misposal bpstent Construction �er�ttit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
` Location Address or Lot No. "F J� W�,{�:;.(a�, �.G v� ' F/1 Owrier's Name,Address,and Tel.
No ;500`.1a s3.4 cG5 h
r . ` Assessor's Map/Parcel �1 !ci- { t7X 3 �13 r>� �: PA;':;p•. d
Installer's Name Address,and Tel.No Des ner's Name Address,and Tel.No:`.'`
x, a���!�lI1tC� �t?rLIIGtt1 g.
Type of Building: :
•
ikDwelling -'No;of Bedrooms.<. Lot Size sq.ft. - Garbage Grinder( )
t; Other Type of Building No.of Persori"s Showers( ) Cafeteria
p Other Fixtures
i Design Flow(min.required) gpd Design flow provided gpd `
Plan Date (p I?,( I 7�)(� 'Number of sheets Revision Date
Title r
Size of Septic Tank l_V_ nt 1 A Type ofS A.S.
Description of Soil
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Nature of Repairs or Alterations(Answer when applicable) {{ (t7r yI'��A pr.- t(.
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��� It n �_ t A'V1 _ 1 'ronVap. uh � I Ah G AA Attt( I' � M t' 1�r.4•
44 11, rats .i
Date last inspected:
Agreement:
s
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 S;of the Environmental Code and not to place the system in operation untila Certificate of
Compliance has been issued by this Boar of Health.
Stgfted Date y o?1)
s Application Approved by ,; _ •Date 2/
�Abplication Disapproved by Date '.
. + e
for the following reasons "K
----------------
Permit No; &77.. /j�°} . Date Issued
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THE COMMONWEALTH OF MASSACHUSETTS. .
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired . Upgraded
Abandoned( )by
at u i; t o ly, 0410 /.Q I Lc has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No ,� dated Lib 1.
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Installer Designer / ,
#bedrooms _ ="S�""'"'"!! _
J ,a' ed design flow - - gpd
v ' The ssuance of this permit'shall not be construed as a guarantee that the system will" ction as designed.
Date r(j 1 Inspector
No. Fe
THE COMMONWEALTH OF MASSACHUSETTS
1 PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
w . Disposal 6pstem Construction Vertnit "
Permission is hereby granted to Construct(' ;) Repair Upgrade(. .) Abandon( )
System located at (2 A P / Y P- A 9= t Lt
and as described in the above Application for Disposal.System Construction Permit. The applicant recognized his/her 6ty'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 j' � a►ri Approved by
i
Town of Bairlastable
pFIHE
Inspectional Services.
�- Public Health Division
iwtidsraBM
K''gS Thomas McKean,Director
Argo �b 200 Main Street,Hyannis,MA 02601
Office- 508-8624644 Fax:,508-790-6304
Installer &Designer Certification Form
Date: o1q �� Sewage Permit# oRo rt Assessor's MaplParcel_17 " e27
Designer: Down Ehali h.QLki nQ,.(ne. Installer: Ch.ast + M caharv*
Address: ,OUit (0 A Address: 30 NQUS ho 1ZOL .
3
On Zt1 ('�l[1r?CC( Ctwas issued a"permit to install a
(date) (installer)
f
septic system at 9' A) •'�£ b LrL IV. BQMSftbilbased on a design drawn by
(address
1Dani d A MaLCL_ P dated + -025-aoO .
(designer)
VV 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 (ixe.
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 intc fff?`U„ar ae with the terms of
the IAA approval letters (if applicable)
/gi 4 CIVIL
nst ler's Signature); va,
Al
(1�.� r _ .� 'tt ,�:�✓ . � �_ is
(Designer's Signature) (Affix Designer's Stamp Here)
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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.
\\toa\depts\HEALTH\SEWER conneeMEPTIC\DesignerCertification Form Rev 8-I441DOC
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No. ' �b�� Fee
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BOARD OF HEALTH
TOWN OF BARNSTABLE
2pplication lot lVell Construction permtt
Application is hereby made for a permit to Constructer Alter( ), or Repair( ) an individual well at:
y5" L-Ai i4 al-e GAP p ACE. 17 6 426n Gam. ;z-
Location-Address Assessors Map and Parcel
Owner Address
Installer-Driller Address
DESMOND WELL DRILLING, INC.
Type of Building 5 RAYBER ROAD,BOX 2783
g ��� OR LEANS,2 MA 02653
(508)'�+40a100A
Other-Type of Building cl LZ Po-:;T 0IFF44-C- No. of Persons
Type of Well :�///-/P V c Capacity pp/�'
T
Purpose of Well (?GT i f
-R. F-6)"4C.//4 a '=-) k
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 Certificat f Complianc s been issued by the Board of Health.
Signed moo- IQ13 1 C)O/y
Date
Application Approved By
Date
Application Disapproved for the following reasons:
'�• Jy Date
v Permit No. V "I`�— 6 Issued ��—31 �y
Date
---------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
DESMOND WELL DRILLING, INC.
Certificate of Cons Nance 5 RAYBER ROAD,BOX 2783
ORLEANS,MA 02653
(508)240-1000
THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or Repaired( )
by MfgDLU C3ZD 40ZL,(_ 'D f`�GZ•C./ Co
Installer
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protect'
Regulation as described in the application for Well Construction Permit No.W0gq --0H)- Dated I A-3 f' P
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
3
No. 011f 6H Fee `l
BOARD OF HEALTH
TOWN OF BARNSTABLE
r 01ppricatiou _for Yell Con0truction Permit
Application is hereby made for a permit to ConstructerAlter( ), or Repair( ) an individual well at:
/z5' (J H r 7 l� GAP k A)4F 17 6 11-2- --p7-
Location-Address Assessors Map and Parcel
Owner Address
�2o,U iJ l-c.)JCL..(_ Z)K(LcJi 1& S 12 64 M.14
Installer-Driller Address
Type of Building
);3wefl ng C 0144 P-LE V-6 1,-) �-
Other-Type of Building No. of Persons
Type of Well Capacity
Purpose of Well `T U-T _
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 f Complianq� as been issued by the Board of Health. l�
Signed �`'� �c1 .3 OLA
Date
Application Approved By I
Date
Application Disapproved for the following reasons:
,w ' 1 Date
Permit No. ►w 7C)I`(- 6`' Issued
Date
BOARD OF HEALTH
TOWN OF° -BARNSTABLE
_ f
Certificate of Compliance
THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( )
by -')e�3WOV(b 1-0E,1 .0 1�. i21.4(.,t/V G
Installer
at tj 141 TtF-1 I--K-N E- t,(jzg7- 13 0 Q-�,)�;7�+6 1-E—
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protect'
Regulation as described in the application for Well Construction Permit NoWo ojq Dated J,,1-
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
BOARD OF HEALTH
TOWN OF BARNSTABLE
- Vell Cou5truction Permit
�—
No. Fee
. s
Permission is hereby granted to—Dr-Sfil opz( 4-0 6-74-(, -L) R IL-L//V
Installer
to Construct Alter( ), or Repair( an individual well at:
Street
as shown on the application for a Well Construction Permit No. Dated n \ r-\
Date 1 3 - \� A -
�- PProved B y
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• ENVIRONMENTAL CONSULTANTS, PLANNERS AND ENGINEERS
May 20, 1998
Chief Municipal Officer
Town of Barnstable
367 Main Street
Hyannis, Massachusetts 02601
RE: Environmental Studies
45 White Cap Lane
West Barnstable, Massachusetts 02630
RTN 4-11201
Dear Sir/Madam:
In accordance with the requirements of Section 310 CMR 40.1403(3)(d) of the
Massachusetts Contingency Plan (MCP), please be advised that a Release Abatement Measure
(RAM) Plan shall be submitted to the Massachusetts Department of Environmental Protection
(MDEP) for the above referenced property. The proposed RAM Plan involves the removal of
petroleum contaminated soils identified within an area of former aboveground heating oil storage
at the above referenced site. All.excavated soils will be managed in accordance with Section
310 CMR 40.0300 of the MCP. It is anticipated that this work will be completed within two
to •three working days. All work will be performed by a qualified licensed and insured
contractor with appropriate OSHA training and overseen by a Licensed Site Professional (LSP).
.If you should have any questions regarding the information presented herein, please feel
free to contact this office at your convenience.
Very truly yours,
NANGLE CONSULTING ASSOCIATES, INC.
i'
James P. Parker
Project Manager
JPP:es.
FileNo. 231.03
cc: rnstable Board,of Health =, -
Ms. Julie Hutcheson, MDEP.
NANGLE CONSULTING ASSOCIATES, INC. - 130 LIBERTY STREET - BROCKTON, MASSACHUSETTS 02401
TELEPHONE (508) 586-551 1 - FACSIMILE (508) 586-5653
Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Department of
Environmental Protection
Southeast Regional Office
William F.Weld
Governor
Trudy Coxe
Secretary,EOEA
Thomas B. Powers
Acting Commissioner
URGENT LEGAL MATTER: PROMPT ACTION NECESSARY
ERTIFIED MAIL: RETURN RECEIPT RE UESTED
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April 19, 1995
Joel P. Dwyer RE: BARNSTABLE--BWSC
45 White Cap Lane Property
Barnstable, Massachusetts 02630 45 White Cap Lane
Release Tracking # 4-11207
NOTICE OF RESPONSIBILITY
M.G.L. c . 21E, 310 CMR 40 . 0000
Dear Mr. Dwyer:
On March 15, 1995, the Department of Environmental Protection
(the "Department" ) received an Oil and Hazardous Material Release
Notification Form ( "RNF" ) which indicates that a release of
hazardous material has occurred at the location referenced above .
The Massachusetts Oil and Hazardous Material Release
Prevention and Response Act, M.G.L. c . 21E, and the Massachusetts
Contingency Plan (the "MCP" ) , ' 310 CMR 40 . 0000, require the
performance of response actions to prevent harm to health, safety,
public welfare and the environment which may result from this
release and/or threat of release and govern the conduct of such
actions . The purpose of this notice is to inform you of your legal
responsibilities under State Law for assessing and/or remediating
the release at this property. For purposes of this Notice of
Responsibility, the terms and phrases used herein shall have the
meaning ascribed to such terms and phrases by the MCP unless the
context clearly indicates otherwise.
The Department has reason to believe that the release and/or
threat of release which has been reported is or may be a disposal
site as defined by the M. C. P. The Department also has reason to
believe that you (as used in this letter, "you" refers to Joel P.
Dwyer) are a Potentially Responsible Party (a "PRP" ) with liability
under M.G.L. c . 21E §5, for response action costs . This liability
is "strict" , meaning that it is not based on fault, but solely on
your status as owner, operator, generator, transporter, disposer or
20 Riverside Drive • Lakeville,Massachusetts 02347 9 FAX(508)947-6557 9 Telephone (508) 946-2700
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-2-
other person specified in M.G.L. c.21E §5 . This liability is also
" ' several" , meaning that you may be liable for all
"joint and s g Y Y
response action costs incurred at a disposal site regardless of the
existence of any other liable parties .
The Department encourages parties with liabilities under
M.G.L. c . 21E to take prompt and appropriate actions in response to
releases and threats of release of oil and/or hazardous materials .
By taking prompt action, you may significantly lower your
assessment and cleanup costs and/or avoid liability -for costs
incurred by the Department in taking such actions . You may also
avoid the imposition of, the amount of or reduce certain permit
and/or annual compliance assurance fees payable under 310 CMR 4 . 00 .
Please refer to M.G.L. c .21E for a complete description of
potential liability. For your convenience, a summary of liability
under M.G.L. c . 21E is attached to this notice.
You should be aware that you may have claims against third
parties for damages, including claims for contribution or
reimbursement for the costs of cleanup. Such claims do not exist
indefinitely. but are governed by laws which establish the time
allowed for bringing litigation. The Department encourages you to
take any action necessary to protect any such claims you may have
against third parties .
Information on file with the Department indicates that the
following conditions exist relative to this disposal site :
1. Approximately 10 gallons of #2 fuel oil was released.
2 . Approximately 30 cubic yards of contaminated soil was
excavated and sent to an asphalt batch plant for
recycling.
3 . A RAM plan will be submitted to address remaining
contamination.
This site shall not be deemed to have had all the necessary
and required response actions taken for it unless and until all
substantial hazards presented by the release and/or threat of
release have been eliminated and a level of No Significant Risk
exists or has been achieved in compliance with M.G.L. c . 21E and the
MCP .
Specific approval is required from the Department for the
implementation of all Immediate Response Actions ( "IRA" ) , pursuant
to 310 CMR 40 . 0410 . Assessment activities, the construction of a
fence and/or the posting of signs are actions that are exempt from
this approval requirement .
r
-3-
Unless otherwise provided by the Department, potentially
responsible parties ( "PRP' s" ) have one year from the initial date
of notification to the Department of a release or threat of a
release, pursuant to 310 CMR 40 . 0300 , or from the date the
Department issues a Notice of Responsibility, whichever occurs
earlier, to file with the Department one of the following
submittals : (1) a completed Tier Classification Submittal; (2) a
Response Action Outcome Statement or, if applicable, (3) a
Downgradient Property Status . The deadline for either of the first
two submittals for this disposal site is March 15, 1996 . If
required by the MCP, a completed Tier I Permit Application must
also accompany a Tier Classification Submittal . The MCP requires
that a fee of $750 . 00 be submitted to the Department when a
Response Action Outcome ( "RAO" ) statement is filed greater than 120
days from the date of notification.
You must employ or engage a Licensed Site Professional ( "LSP" )
to manage, supervise or actually perform the necessary response
actions at this site . You may obtain - a list of the names and
addresses of LSPs from the Board of Registration of Hazardous Waste
Site Cleanup Professionals at (617) 556-1145 .
If you have any questions relative to this notice, please
contact Dan Crafton at the letterhead .address or at 508-946-2721 .
All future communications regarding this release must reference the
following Release Tracking Number: . 4-11207 .
Very truly yours,
Richard F. Packard, Chief
Emergency Response / Release
Notification Section
P/DC/jt
CERTIFIED MAIL #Z001 192 578
RETURN RECEIPT REQUESTED
Attachments : Summary of Liability under M.G.L. c . 21E
CC : Town of Barnstable
367 Main Street
Hyannis, MA 02601
ATTN: Warren J. Rutherford, Town Manager
Board of Health
Town Hall
367. Main Street
Hyannis, MA 02601
ATTN: Brian R. Grady, R. S . , Chairman
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s.
-4-
cc : Board of Fire Commissioners
Hyannis, MA 02601
DEP - SERO
ATTN: Andrea Papadopoulos, Deputy Regional Director
Don Nagle, Regional Counsel
•e
Massachusetts Department of Environmental Protection
i Bureau of Resource Protection
Well Completion Reports
Well Driller
Please specify work performed: Address at well location:
New Well Street Number: Street Name:
45 WHITE CAP LANE VII
Please specify well type: Building Lot#: Assessor's Map#:
Domestic
Assessor's Lot#: ZIP Code:
Number Of Wells: 02668
CitylTown:
Well Location BARNSTABLE
In public right-of-way: GPS
Yes No North: West:
41.70632 70.37102
Subdivision/Property/Description:
Mailing Address:
click here if same as well location addres
Property Owner: Street Number: Street Name:
JOEL DWYER 45 WHITE CAP LANE
City/Town: State:
Engineering Firm: BARNSTABLE MASSACHUSETTS
ZIP Code:
02668
Board of health permit obtained:
Yes ) Not Required
Permit Number: Date Issued:
W2014 042 12/31/2014
Massachusetts Department of Environmental Protection ' r
- Bureau of Resource Protection-Well Driller Program
A Well Completion Reports(General)
is s
Well Driller -,Ge'neral Well Form _. P,),
DRILLING METHOD
Overburden Bedrock
..........
Auger Choose Bedrock--
WELL LOG OVERBURDEN LITHOLOGY
From(ft) To(ft) Code Color Comment Drop in drill Extra fast or Loss or addition
stem slow drill rate fluid
Organics Brown tit;! f}YES NO r Fast r Slow t� Loss G Addi
15 Clay ik Light GrayjL-A;
fJ YES (J NO �� Fast Q Slow �> Loss Addi
......_....._.,. .. _
15 35 Silty Sand -�r� Brown �' ; f��YES NO Fa=r) Slow 0 Loss r Addi
__
35 50 Silty Sand a Brown f�YES NO 0 Fast r Slow G Loss Q Addi
. ,.__. .. .................... _ .......... .._ .._........._. ._.
{ 50 (55 Clay` Light Gray (.) Loss Addi
55 70 Fine To Coarse S Brown Fast r Slow r Loss tJ Addi
WELL LOG BEDROCK LITHOLOGY
Drop in drill Extra fast or Loss or addition of Visible Extra
From(ft) To(ft) Code Comment Rust Large
stem slow drill rate fluid
Staining Chips
Choose Code, f j YES NO r Fast 0 Slow Q Loss 0 Addition ❑Ye ❑Ye
ADDITIONAL WELL INFORMATION
Developed �'Yes r No Disinfected r Yes C' No
Total Well Depth 70 Depth to Bedrock
{ Fracture
l._...,_. _^_._..._..._....._._..__..._._...._ Yes �!J No
Surface Seal Type None � Enhancement
CASING FJ Is Casing above ground, From: 1 To: 0
From To Type Thickness Diameter Driveshoe
10 II67 (PPoolyvinyl Chloride
Schedule 40 �' 4 _ ❑Ye
I,,,,,,,._.,... _ .._._.. _ _..... .. , _._,
...............................................
SCREEN ❑No Scree
Massachusetts Department of Environmental Protection
Ll�s- Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
From To Type Slot Size }d Diameter
67 70 Stainless Steel Well Point ' - 0.012I
WATER-BEARING ZONES ❑DRY WEL�I
From To Yield(gpm)
�a..W................. 70._........_....._.... 12....................................i
PERMANENT PUMP(IF AVAILABLE)
2 Wire Constant S eed
Pump Description p Horsepower
Submersible 1/
Pump Intake Depth(ft) 60 Nominal Pump Capacity(gpm) 10
ANNULAR SEAL/FILTER PACK
From To Material 1 Weight Material 2 Weight Water Batches Method Of
(gal) (count) Placement
Choose Material �" ff� �Choose Materials Choose One
WELL TEST DATA
Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft
(HH:MM) BGS) (HH:MM) BGS)
01/02/15 - Constant Rate Pump " 12 1:30 1 27.......___...__..._._._ 0:01 -- 1.18 _._.__....
WATER LEVEL
Date Static Depth BGS(ft) Flowing Rate(gpm)
Measured
01/02/15
COMMENTS ,
Massachusetts Department of Environmental Protection f
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
WELL DRILLERS STATEMENT a `
i #. n A ,, ... ., •• 1, al, ... ., -This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete~
and accurate to the best of my knowledge.
DESMON
THOMAS E Monitoring[M] Supervising Driller III
Driller DESMOND III Registration# 764 Signature THOMAS,
DESMOND WELL
Firm DRILLING INC. Rig Permit# 023 Date Job Complete 01/05/15
NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion.
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CERTIFICATE OF ANALYSIS Page: 1 of 1
' Barnstable County Health Laboratory (M-MA009)
Report Prepared For: Report Dated: 01/07/2015
Sally Desmond
Desmond Well Drilling Order No.: G1585134
P O Box 2783
Orleans, MA 02653
Laboratory ID#: 1585134-01 Description: Water-Drinking Water
Sample#: Sample Location: 45 White Cap Ln. W. Barnstable,MA Collected: . .01/02/2015
Collected by: Customer Received: 01/02/2015
Routine M
ITEM _ RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE
Nitrate as Nitrogen 0.15 mg/L 0.10 10 EPA 300.0 LAP 01/0212015
Iron ND mg/L 0.10 0.3 EPA 200.8 KK 01/05/2015
Manganese 0.0074 mg/L 0.0030 - 0.050 EPA 200.8 KK 01/06/2015
pH 6.3 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 01/02/2015
Sodium 8.4 mg/L 0.10 20 EPA 200.8 KK 01/05/2015
Total Coliform 0 P/A 0 0 SM 9223 RG 01/02/2015
Conductance 80 umohs/cm 2.0 SM 2510B DCB 01/02/2015
Water sample meets the recommended limits for drinking water of all the above tested parameters.
Attached please find the laboratory certified parameter list. Approved By: ,
(Lab Manager)
1 7 Iz n
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 608-375-6605
j
CERTIFICATE OF ANALYSIS -�
Barnstable County Health Laboratory (M-MA009)
Recipient: -Sally Desmond "'Matrix: Water-Drinking Water I
Well Drillln Sampled: 01/02/2015 13:00 `
Desmond g
~ . Received: ` 01/02/2015 '13:10 n ,� P'O Box 2783 _Collection Address: -45 White Cap Ln.W.Barnstable,MA
; W
Orleans, MA 02653., Sample Location: - - - -
Order# ' #{G15B5134 . . _ _ - :_ ._ t. t, Description: 2day-45 White Cap Ln
Lab ID:'t '":'1585134-DI _ Date Analyzed: 01/05/2015 @ 14:44
Sample#: Analyst:' yn
Method: EPA 524.2 Dilution Factor: 1
Comment: Water sample meets the recommended limits for drinking water of all the above tested parameters.
EPA 524.2- Vo/adle Organics by GC/MS
----- Result MCL u B�1t. _M-CL K
Parameter ug/L ug/L ug/L - Parameter ug/L ug/L ug/L
Dichlorodifluoromethane ND 0.50 Chloroform 1.4 80 0.50
Chloromethane ND o.so cis-1,2-Dichloroethene ND 70 0.50
Vinyl chloride ND 2.0 0.5o cis-1,3-Dichloropropene ND 0.50
Bromomethane ND : 0.50 Dibromochloromethane ND 0.50
1,1,1,2-TetrachloroethaneT ND 0.50 Dibromomethane ND 0.50
1,1,1 Trichloroethane ND 200 0.50 Ethylbenzene ND 700 0.50
1,1,2,2-Tetrachloroeth_ane ND 0.50 Hexachlorobutadiene ND 0.50
1,1,2-Trichloroethane ND 5.0 0.50 Isopropylbenzene ND 0.50
1,1=Dichloroethane NDr 0.50 Methylene chloride ND 5.0 0.50
1,1-Dichloroethene ""` ND 7.0 O.so Methyl-tert-butyl ether ND 0.50
ND 0.50 Naphthalene. ND
1,1-Dichloropropene ,
50
1 23-Trichlorob ehzene ND ty
0.50 n-Bu (benzene ND 0.50
1,2,3-Trlchloropropane ND 0.50 n-Propylbenzene ND 0.50
1,2,4-Trichlorobenzene ND 70 0.50 p-Isopropyitoluene ND 0150
1,2,4-Trlmethylbenzene ND 0.50 sec-Buhylbenzene ND 0.50
1,2-Dibromo-3-chloropropane ND 0.50 Styrene ND 100 0.50
1,2-Dibromoethane(EDB) ND 0s0 tert-Butylbenzene ND 0.50
1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50
1,2-Dichloroethane ND 5.0 0.50 Toluene ND 1000 0.50
1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50
1,3,5-Trimethylbenzene ND O.So trans-1,2-Dichloroethene ND 100 0,50
o.50 3Dhl ND 0.501,3-Dichlorobenzene ND oropropene
..........1,3-Dichloropropane ND 0,50 Trichloroethene ND 5.0 0.50
1,4-Dichlorobenzene ND 5.0 0.50 Trichlorofluoromethane ND 0.50
2,2-Dlchloropropene ND 0.5o Surrogates %Recovered QC Limits(%)
2-Chlorotoluene ND 0150 p-Bromofluorobenzene 116% 70 130
4-Chlorotoluene ND
0.50 1,2-Dichlorobenzene-d4 $3% 70 130
Benzene ND 5.0 0.50 _
Bromobenzene ND 0.50
Bromochloromethane ND 0•50
Bromodlchloromethane ND 0.50
Bromoform ND 0.50
Carbon tetrachloride ND S,0 0.50
Chlorobenzene ND 100 oso _
Chloroethane ND 0.50
Attached please find the laboratory certified parameter list. Approved By: ...,
(Lab Director) 1/-7/2 v/
ND=None Detected RL =, Reporting Limit MCL=Maximum Contaminant Level"
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 608-375-6606 Page 1 of 1
tip• - � ••
�e
NC.. A
Nangle Consulting Associates, Inc. `
March 18, 1996 R�cEi�fQ
. AM I
2 0 1996
Chief Municipal Officer
Town of Barnstable "
367 Main Street f
Hyannis, Massachusetts 02601 9
RE: Environmental Studies
45 White Cap Lane
Barnstable, Massachusetts
Dear Sir:
On Behalf of Mr. Joel P. Dwyer, as required by Massachusetts General Laws, Chapter
21E and Section 40.1403(3)(e) of Chapter 310 of the Code Massachusetts Regulations (CMR),
you are hereby notified that a Phase I Initial Site Investigation Report has been prepared in
accordance with the provisions of 310 CMR 40.0480 for a parcel of land located at 45 White
Cap Lane in the Town.of Barnstable, Massachusetts. A copy of this report has been.submitted
to the Southeast Region of the Massachusetts Department of Environmental Protection (MDEP)
in Lakeville, Massachusetts and is available for public review.
In addition, as required by 310 CMR 40.1403(6), the attached legal notice has been
prepared utilizing the format established by MDEP, and will be published in a newspaper which
circulates in the community(ies) in which the above referenced site is located and any other
communities which are or are likely to be affected by conditions at the site. If you should
have any questions regarding the information presented herein, please feel free to contact me at
your convenience at (508) 586-5511.
Very truly yours,
NANGLE CONSJULTING ASSOCIATES, INC.
z
James P. Parker
Project Manager
JPP:es
Enclosures
File No. 231.02. s
cc:. `Barnstable Board'of Health
Mr. Joel P. Dwyer
Mr. Marion Guzik
130 Liberty Street • Brockton • Massachusetts • 02401 (508) 586.5511 facsimile(508) 586.5653
NOTICE OF INITIAL SITE INVESTIGATION AND
TIER II CLASSIFICATION
JOEL P. DWYER
45 WHITE CAP LANE
RELEASE TRACKING NUMBER 4-11201
Pursuant to the Massachusetts Contingency Plan (310 CMR 40.0480), an Initial
Site Investigation has been performed at the above referenced location. A release
of oil and/or hazardous materials has occurred at this location which is a disposal
site (defined by M.G.L. c. 21E, Section 2). This site has been classified as Tier
II, pursuant to 310 CMR 40.0500. Response actions at this site will be
conducted by Joel P. Dwyer who has employed Jeffrey A. Nangle, P.E., L.S.P.
to manage response actions in accordance with the Massachusetts Contingency
Plan (310 CMR 40.000).
M.G.L. c. 21E and the Massachusetts Contingency Plan provide additional
opportunities for public notice of and involvement in decisions regarding response
actions at disposal sites:. 1) The Chief Municipal Official and Board of Health of
the community in which the site is located will be notified of major milestones
and events, pursuant to 310 CMR 40.1403; and 2) Upon receipt of a petition
from ten or more residents of the municipality in which the disposal site is
located, or of a municipality potentially affected by a disposal site, a plan for
involving the public in decisions regarding response actions at the site will be
prepared and implemented, pursuant to 310 CMR 40.1405.
To obtain more information on this disposal site and the opportunities for public
involvement during its remediation, please contact Mr. Joel P. Dwyer, 45 White
Cap Lane, Barnstable, Massachusetts 02630 at 508-362-8329.
ALARM AND DUPLEX CONTROL PANEL
TO BE INSTALLED INSIDE OR ON 4" SCH40 VENT WITH
BUILDING. ALARM TO BE ON MAINTAIN CURB TO KEEP VEHICLE TRAFFIC OFF TANKS ALL SYSTEM COMPONENTS SHALL BE CHARCOAL FILTER AS
SEPARATE CIRCUIT FROM PUMP MARKED WITH MAGNETIC TAPE OR SHOWN PLAN VIEW NOTES
ELECTRIC PERMIT REQUIRED PROVIDE 3 MIN. 21" DIAM. WATERTIGHT FIBERGLASS COVERS W/ STAINLESS SCREWS PITCH BACK TO SAS, a'
COMPARABLE MEANS FOR FUTURE LOCATION. NO LOW( POINTS. 1. DATUM IS NAVD 88 \p aka
PATCH PAVE OVER CONDUIT OR CODE COMPLIANT ALTERNATE RUN PUMP LINES UP INTO RISER WITH QUICK DISCONNECTS AFTER CHECKS, WYE TOGETHER AFTER.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE WATERTIGHT EXTERNAL ELECTRIC JUNCTION BOX 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE M[� moo \�o 00
2. MUNICIPAL. WATER IS EXISTING �o
FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. Poled s9
TOP FOUND. EL. 30.9 MINIMUM .75' OF COVER OVER PRECAST
LEGEND 3Vj
0.5' COVER TO WITHIN 2% SLOPE REQUIRED OVER SYSTEM 33.0' "
GRADE
E E NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
99 - EXISTING CONTOUR E E E BLOCKS OR �o
*: _ E THICKNESS REQUIRED TO BE AASHO H-ZQ IlloW
•• : .. d•,, 6" MIN. SUMP 4"OSCH40 PVC MORTAR ALL PRECAST RISERS _ Street
X 99.1 EXIST. SPOT ELEV. t` •' • H-10
EXISTING y. a , 12" MIN. INT. DIM. PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
10" PROVIDE INLET TEE 4' TYP. INV'S EL. 31.4 �SIDE�
41000 gal. NEW ( ) Cocos
-[99]- PROPOSED CONTOUR TEE 28 50' A-too oR EO. ENDS 32.4'
SEPTIC TANK 14 ZABEL FILTER a° breakout el. 31.75 3 DETAILS O BE IN ACCORDANCE WITH
9 . 4' LIO. LEVEL TEE EXISTING 28.00 10" 27.75 ®®�� OO�O ���� �DO� > ° ° ° ° CONSTRUCTION I T
8.4 • ➢o�oa�oaoo�o
] PROPOSED SPOT EL. • j o 0 0 0 0 0 0 0 0 0 0 0 0 10 CMR 15.000 (TITLE 5.) �0
GAS BAFFLE "° TEE ° ° ° ° °
°°°°°°°°°°°° WATERTEHT D'BOX o >°°°°°°°° o o 0 0 0 0 0 0 0 0 0 0 0 o ;o°o°o°o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o ° ° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER
0 0 0 0
^ FOR LEVELNESS N °o°o°o a®aa0000000 0000000�®®® ,�o�o�o�o
27.5
TEST HOLE
° ° °'oo`o o.:o•° O oo o•o'o�o.o.•o:o•o.•° ° 31 .7 ° ° ° °
° ° ° °
31.52 ° ° ° PURPOSE.
1000 GAL. 29..40'
�.';i� .• °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°09 DUPLEX MYERS SRM4
,o^o^o_n_^_^_o.0 0 0 0 0 0 0.�_�_�_o_o.0 0 COMPARTMENT 6.07' INSIDE DIM.
2� SLOPE OF GROUND 5.33' WIDE INSIDE, 4' LIQ. DEPTH POoc GAL. 4/10 HP PUMPS OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
0
--[
d
6" CRUSHED STONE OR MECHANICAL 1/4 WEEP HOLES OVER CHECK VALVES + AT EXIT 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H 20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. er Ro
UTILITY POLE COMPACTION. 15.221 2 SEE FLOAT SETTINGS DETAIL BELOW (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Pork
( [ �) ,' . •. .•:••; ., ALL AROUND PRECAST STRUCTURES BREAKOUT LINER•� .. ♦•• �' .' •.•.v •a.. a
0 c 6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83 WITHOUT INSPECTION BY BOARD OF HEALTH AND hUr�h S�
�00000000000000000000000o0o-o000000000000000c �__� AT EDGE REMOVAL PERMISSION OBTAINED FROM BOARD OF HEALTH.
FIRE HYDRANT 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o COMPACTION. (15.221 [2]) b
Y ( % SLOPE) ,0000000000000�o,�on0 0 0 000� 00000�000,�00000, LOW SIDE SEE PLAN
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
EXIST. SEPTIC TANK-PUMP CHAMBER 1500G MONO H-10 DIGSAFE (1-888-344-7233) AND VERIFYING THE
FOUNDATION SEPTIC TANK 18 4' LIQ. LEVEL 2" SCH401 PVC 4"SCH40 PVC LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP
ACME SHOREY OR EQUAL F.M. SLOPE BACK PRIOR TO COMMENCEMENT OF WORK.
*THE INSTALLER SHALL VERIFY THE TO P/C 1% MIN. ( 1 SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f
LOCATIONS OF ALL UTILITIES AND ALL SYSTEM PROFILE SEPTIC TANK P/C COMBO 1500 G MONO H-10 ACME SHOREY 24.4' PERCHED WATE':R TABLE REMOVED BENEATH AND 5' AROUND THE PROPOSED
BUILDING SEWER OUTLETS AND 45' D' BOX 12' LEACHING FOUND 4-25-20201 LEACHING FACILITY.
ASSESSORS MAP 178 PARCEL 27
ELEVATIONS PRIOR TO INSTALLING ANY (Nor To SCALE) FACILITY
12. EXISTING LEACHING LOCUS IS WITHIN FEMA FLOOD ZONE X
PORTION OF SEPTIC SYSTEM FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AREA OF MINIMAL FLOOD HAZARD AS
V SHOWN ON COMMUNITY PANEL #25001CO553J
U DATED 7/16/2014
27
ROP. VENT WITH C L
SYSTEM DESIGN. D BUGTOREE FIN L CEMENT BY
T CO TRACTOR EO ER
CO SULTATION)
GARBAGE DISPOSER IS NOT ALLOWED DBOX ON HIGH SIDE O 5.33' WIDE X 3.0' X 4.04'DEEP P/C INSIDE DIM. = 483 GAL.
TO MINIMIZE MOUND 5.33' WIDE X 3.0' X 1.83' MIN. DEEP RESERVE = 220 GAL. O.K.
2,800 S.F. OFFICE ® 75 GPD/1000 S.F. = 210 GPD �k "� 2'+ = 220 GAL. RES.
� ,. ABOVE ALARM
USE A 210 GPD DESIGN FLOW O / 28 3a HI ALARM ON
5' REMOVAL OF SUITABLE SOIL REQUIRED Z lO.. S �� 4„ PUMP ON
SEPTIC TANK: 210 GPD (2) = 420 FIRST COMPARTMENT AROUND P I TER OF LEACHING FACILITY, O 34 4. �3'p>>> PUMP OFF
DOWN TO ABLE SOIL LAYER. REPLACE 9 6'E 1.25'
SEPTIC TANK: 210 GPD (1) = 210 SECOND COMPARTMENT WITH CLEA MED. SAND, TO MEET TEST HOLE LOGS
SPECIFICATI NS OF 310 CMR 15.255(3) BOTTOM P/c
USE EXISTNG 1000 GAL. SEPTIC TANK FOR ST1 h /
USE 1000 GAL. COMP. OF 1500 GAL TANK/PC COMBO ` P/C FLOAT SWITCH SETTLNGS ENGINEER: CRAIG J. FERRARI, SE #13871
40 MIL. uN TOP AT 31.8 3:1 FILL BENCHMARK: WITNESS: DAVID W. STANTON RS '1000 GAL. > 210 GAL. OK. B T 27.8 SLOPE AFTER CATCH (BASIN:
PUMP CHAMBER 500 GAL, HAS 210+ GAL. RESERVE OK LINER JUTE 28.1 NA�VD88 � DATE: 9/17/2019 & 10/24/2019
TH1 NE TING /
SEPTIC TANK PUMP CHAMBER QD
PERC. RATE _ < 2 MIN/INCH
COMBO SEE PROFILE LOT AREA
I ,�• � 41,£�16tS.F. � \ _
142
UNSUITABLE SOIL CLASS I SOILS P# 19-173
LEACHING:
3� �� %�e <TyP� WHITE
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD < <�� y�j' �0 1 ELEV. 2 ELEV. 3 ELEV. 4 ELEV.
BOTTOM 25 x 12.83 (.74) = 237 GPD EXISTING TANK TO REMAIN NEW OUT T TEE ��, ��V��' E CAP p 32.0 p' 31 p" 32 0" 32
AND GAS BAFFLE REQUIRE7ANK
AIN RIB Zg T A A T / A
TOTAL: 472 S.F. 349 GPD TO PREVENT TRAFFIC FROMARE �0� L lv A A 12" FILL
TH2 LS �LS /LS
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) �� 18" 10YR 3/2 = 10YR 3/2 ot
21 10YR 3/2 LS
l _ A
WITH 4' STONE ALL AROUND - �,"� �� / �' i 24 B`
�\ ,I EX)STING BUILDING / B LS 26" 10YR 3/2
/ TOF=30.9 /
� E LS / / / B
ELECTRIC & FFLR=31.2 /
/1 LS 30" 10YR •6/8 29.5' /
ALARM
30 10YR 6/8 29.5 // �LS
MA) COORDINATE IOYR 6/8 , Cl
APPROVED DATE BOARD OF HEALTH ) WITH OWNER i C1 33 28.3 MS 36" 10YR 6/8 29'
PATCH PAVE
OVER CONDUIT / mo 00 o SiL 50" 10YR 7/4 27.8' C
Z /
o o " 10YR 7/1 24' C1 C2 SiL
c) 00 9 6
0 /� W / /SiL 96" 10YR 7/1 24'
C2 Si 74" 25.8'
10YR 7/1
10YR 7 1 C2
MS
ZONING SUMMARY J / ° " 10YR 7/4 96" 23' C3 SIEVE MS
TH3 120 22 MS
a " 10YR 7/4 '
ZONING DISTRICT: WBVBD-WEST BARNSTABLE
„ 144 20
VILLAGE BUSINESS DISTRICT C3 C2 102 10YR 7/4 23.5
MIN. LOT SIZE 43,560 S.F. �� '
N �S L MS C4 Sid I
MIN. LOT FRONTAGE 160' /SiL / /
MIN. FRONT SETBACK 30' N6 • �".�------ �50 0' 30 240" 10YR 7/1 12' 132" 10YR 7/4 20' 120" 10YR 7/1 22' 180" 10YR 7/1 17'
MIN. SIDE SETBACK 30' _ Op
MIN. REAR SETBACK 30' J, 44. �8tti ��� I ` �� NO GROUNDWATER ENCOUNTERED PERCHED GROUNDWATER
MAX. BUILDING HEIGHT 30' ��
J, \ I \ ENCOUNTERED AT 13'
MAX. LOT COVERAGE 10% \ NOTE:, HIGHER FOUND AT
\ - - INSTALL SEE PROFILE
30
WELL
7 TITLE 5 SITE PLAN
OF
0 M
� o
o
�(S 32 \ �
#45 WHITE CAP LANE
0 mp-�' tib , - �6 \ 1�"�� WEST BARNSTABLE, MA
r
w�vv�� L �veSl'Iv' �n PREPARED FOR
� � JOEL DWYER
DATE: OCTOBER 31 , 2019
DATE: REV. 4-25-2020 (ADD P/C COMBO DUE TO PERCHED WATER)
Scale: 1"- 20' NO VARIANCES NOW REQUIRED
\ 0 10 20 30 40 50 FEET
I \ • ` o���P�SN OF MASs9�y PLiN OF Mgss9c
DANIEL G �o GANIEL A. tiG
1 -r OJALA -
1 I " OJALA `n CIVIL - off 508-362-4541
1 No.40980
fax 508-362-9880
No.46502
1 -o ��• I downcape.com
1 ( f_S10� c� �" "*C • • •
1 A"a SURVE�� S�OAtA11 dOWA cape engineerings ift.
WETLAND 1 - civil engineers
G 4-25 2020 g rs
\ 1 land surveyors
'\ I DANIEL A. OJALA PLS PE DATE 939 Main Street ( Rte 6A)
1 YARMOUTHPORT MA 02675
DCE > 9-29 >
19-291 DWYER.DWG
I
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