HomeMy WebLinkAbout0167 PINQUICKSET COVE CIR - Health 167 PINQUICKSET COVE CIR., COTUIT,
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-- COMMON-WEALTH OF T'JASSACHi:SETTS � IV��
EXECUTIVE OFFICE OF ENVIRONMENTAL kFAIR /�/�
DEPARTMENT OF ENVIRONMENTAL PROTECTION ro0 5 P000
r. O�
' ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500
14,
DY CORE
Secretary
ARGEO PAUL CELLUCCI DAVID B. STRUHS
Governor, Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
�ARiU I AQ(•C PARTA
CERTIFICATION
Property Address: �.�� P 1 aOICkSt7' p��IC 1RC, Name of Owner D. R 1 A
Address of Owner Raj. FL:
Date of Inspection:.!�:27_C0
Name of Inspector:(Please Print) Cow a
1 am a DEP approved system inspector pursuant to Section 15.340 of Trde 5(310 CMR 15.000)
Company Name: �O NIA RO C, RLIOSFI EL D
Mailing Address. �) wooD Eve Sr9NDwi Cq 11719,D,�KG3
Telephone Number:
CERTIFICATION STATEMENT
I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
1( Passes
_ Conditionally Passes
Needs Further Evaluation By the Local Approving Authority
Fails
Inspector s Signatur .� Date: 7'OO
The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30) days of
completing this inspection. If the system is a shared system or has a design flow of 10,000.gpd or greater,the inspector and the system owner
shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the
system owner and copies sent to the buyer,if applicable, and the approving authority.
NOTES AND COMMENTS GALZC3/U SGP7 /G
revised 9/2/98 Pagel of11
i�Printed on Recycled Paper - - -
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address:p�/t�:�-7 P / 6LOCK54 I COO 67 C iR6tc
Owner: D
Date of Inspection:
INSPECTION SUMMARY: Check 0A B, C, or D:
A. SYSTEM PASSES:,
I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure
criteria not evaluated are indicated below.
COMMENTS:
B. SYSTEM CONDITIONALLY PASSES:
One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon
completion of the replacement or repair,as approved by the Board of Health, will pass.--
Indicate yes, no, or not determined(Y,N, or NO). Describe basis of determination in all instances. If "not determined", explain why not.
The septic tank is metal,unless the owner or operator has provided the system inspector with a'copy of a Certificate of
Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or
the septic tank,whether or not metal,is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank
failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as
approved by the Board of Health.
Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s).
or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of
Health).
broken pipe(s)are replaced
obstruction is removed
distribution box is levelled or replaced
The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass
inspection if(with approval of the Board of Health):
broken pipes)are replaced
obstruction is removed
revised 9/2/98 Page 2of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: �t 'j p
Owner: D,Q i L3,4/
Date of Inspection:5—a 7-00
C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the
public health, safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM
IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
Cesspool or privy is within 50 feet of surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh.
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS
FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or
tributary to a surface water supply.
The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well.
_ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a
private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the
well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less
than 5 ppm. Method used to determine distance (approximation not valid).
3) OTHER
revised 9/2/98 Page 3orn
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: f 'at110 V11K SG7_CcV E CIRCLE
owner: UA 1F 4tr
Date of Inspection:5;a'7_00
D. SYSTEM FAILS:
You must indicate either "Yes" or"No" to each of the following:
I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this
determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure.
Yes No
Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool.
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool.
Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow.
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped
Any portion of the Soil Absorption System, cesspool or,privy is below the high groundwater elevation.
Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
Any portion of a cesspool or privy is within a Zone I of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no
acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E. LARGE SYSTEM FAILS:
You must indicate either"Yes" or "No" to each of the following:.
The following criteria apply to large systems in addition to the criteria above:
The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public
health and safety and the environment because one or more of the following conditions exist:
Yes No
the system is within 400 feet of a surface drinking water supply
the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public
water supply well)
The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional
office of the Department for further information.
revised 9/2./98 Page4ofll
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 16-7 P11Vr)J l(_K59 I CG►-v (f1 RU .
Owner: 10- R 1 BATT
Date of Inspection:5_1�T00
Check if the following have been done:You must indicate either"Yes" or"No" as to each of the following: .
Yes No
_ Pumping information was provided by th owner occupant,or Board of Health.
_ None of the system components have been pumped for at least two weeks and the system has been receiving norm al flow
rates during that period. Large volumes of water have not been introduced into the system recently or as part of this
inspection.
_ As built plans have been obtained and examined. Note if they are not available with N/A.
The facility or.dwelling was inspected for signs of sewage back-up.
_ The system does not receive non-sanitary or industrial waste flow.
_ The site was inspected for signs of breakout.
All system components, e , have been located on the site.
The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles
or tees,material of construction, dimensions,depth of liquid,depth of sludge,depth of scum.
The size and location of the Soil Absorption System on the site has been determined based on:
Existing information. For example, Plan at B.O.H.
_ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance.is unacceptable)
[15.302(3)(b)]
The facility owner(and occupants,if different from owner) were provided with information on the proper maintenance of
SubSurface Disposal Systems.
,
f
revised 9f2/98 Pages of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address:/ 7 01A;Q(h(-KSC%- colic- avp(t-C
Owner: �f
Date of Inspection; c -'_00
J FLOW CONDITIONS
RESIDENTIAL:
Design flow:_L(0 g.p.d./bedr om.
Number of bedrooms(design): Number of bedrooms(actual):
Total DESIGN flow bo
Number of current residents:
Garbage grinder(&or no): Y9;5
Laundry(separate system) (yes or 0:A45; If yes,separate inspection required
Laundry system inspected]yes or no)
Seasonal use(yes or no): 9ND P,6560GnX:.C"
Water meter readings,if available(last two year's usage(gpd):
Sump Pump(yes or 9:A'
Last date of occupancy:STfLtmCvAEp
COMMERCIALfINDUSTRIAL: .
Type of establishment:
Design flow: gpd ( Based on 15.203)
Basis of design flow
Grease trap present:(yes or no)_
Industrial Waste Holding Tank present:(yes or no)_
Non-sanitary waste discharged to the Title 5 system:(yes or no)_
Water meter readings,if available:
Last date of occupancy:
OTHER:(Describe)
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and so rce of information:
tau rn pE0 EJERy a YCO e5
System pumped as part of inspection: (yes or r�df
If yes,volume pumped: gallons.
Reason for pumping:
TYPE OF SYSTEM
Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy .
Shared.system(yes or no) (if yes,attach previous inspection records,if any)
I/A Technology etc.Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other
APPROXIMATE AGE of all components,date installed(if known)and source of information: � ' At CD
Sewage odors detected when arriving at the site:(yes or n&
revised 9/2/98 Page 6of11
SUBSURFACE_SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:?O 1011VQt3iCkSET CWE 0RCLC-
owner:
Date of Inspection: ^,�1_O
BUILDING SEWER:
(Locate on site plan)
Depth below grade:_
Material of construction:_cast iron-40 PVC_other(explain)
Distance from private water supply well or suction line
Diameter
Comments:(condition of joints,venting, evidence of leakage,etc.)
SEPTIC TANK-
(locate on site plan)
Depth below grade: I4;ck5 Covc(Z $��QEkt;.k1 �N MISER
Material of construction:Aconcrete_metal_Fiberglass _Polyethylene_other(explain)
If tank is metal,list age_ Is age confirmed by Certificate of Compliance_(Yes/No)
Dimensions: /d rE "C (C S'3
Sludge depth: I ;�
Distance from top of sludge to bottom of outlet tee or baffle:30
Scum thickness:I "
Distance from top of scum to top of outlet tee or baffle: �
Distance from bottom of scum to bottom of outlet tee or baffle: i+
How dimensions were determined: TA PE to EA5v2E
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage,etc.) 'TANK- !S 1ry &C00 6,,AJQ,-rfWU C.10u,Q LIP 7D pLTLC'T PA � fl,`C. iryLE j TFc�
C cJ/t%GTE
GREASE TRAP: s
(locate on site plan)
Depth below grade
Material of construction:_concrete metal_Fiberglass _Polyethylene_other(explain)
Dimensions
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments:
(recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,
evidence of leakage,etc.)
revised 9/2/98 Page 7orn
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: AtuaUICK-Sc—T(OUE C1R.
Owner: 17 R)�iATI
Date of Inspection:
TIGHT OR HOLDING TANK: (Tank must.be pumped prior to, or at time of, inspection)
(locate on site plan)
Depth below grade:_
Material of construction.-_concrete_metal Fiberglass•_Polyethylene_other(explain)
Dimensions:
Capacity: gallons
Design flow: gallons/day
Alarm present
Alarm level: Alarm in working order:Yes No
Date of previous pumping: _
Comments:
(condition of inlet tee, condition of alarm and,float switches,etc.)
DISTRIBUTION BOX:
(locate on site plan)
Depth of liquid level above outlet invert: /1-T ']�►►7
Comments:
(note if level and-distribution is equal,evidence of solids carryover,evidence of leakage into or out of box, etc.)
0/U E PIPE t�y c,-yc Pr PE OLI , /il 0 5o`t O S
PUMP CHAMBER:
(locate on site plan)
Pumps in working order:(Yes or No)
Alarms in working order(Yes or No)
Comments:
(note condition of pump chamber,condition of pumps and appurtenances,etc.)
revised 9,/2/98 page sorii
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 6`l PIIV UICK�Cl-CoU(F C i rea
Owner: i BATT
Date of Inspection: a7-QD
SOIL ABSORPTION SYSTEM(SAS); J
(locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods)
If not located,explain:
Type.
leaching pits, number:_
leaching chambers,number: S r•l-CLO`. 00=FV5'S,-)iZ$
leaching galleries,number:_
leaching trenches,number,length:
leaching fields, number, dimensions:
overflow cesspool,number:_
Alternative system:
' Name of Technology:
Comments:
(note condition of soil, signs of hydraulic,failure,level of ponding, damp soil, condition of vegetation, etc.)
Spi� i S t7� � . S7'Z`rUc (S �R y� tiU �oo.� W��Ki nSG C4K1�eTiorJ ,
CESSPOOLS:_
(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater:
inflow (cesspool must be pumped as part of inspection)
Comments:
(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRIVY
(locate on site plan)
Materials of construction: Dimensions:
Depth of solids:
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.)-
revised 9;2/98 Page 9of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
• PART C
SYSTEM INFORMATION(continued)
Property Address: P1fVQ '(-k:Sr./ ,cvu Cr2C,
Owner: L7, 1IR 113r
Date of Inspection:
S.—P'0
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent reference landmarks or benchmarks
locate all wells within 100'(Locate where public water supply comes into house)
3 0�
17,
O
revised 9/2/98 Pageloo
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
r PART C
/ SYSTEM INFORMATION(continued)
erty Prop A ress: C77 P 1 N Q 0I C K S L T COvc
Owner: R164TT
Date of Inspection:
NRCS Report name I
Soil Type_
Typical depth to groundwater
USGS Date website visited
Observation Wells checked
Groundwater depth: Shallow Moderate Deep
SITE EXAM Slope
Surface water
Check Cellar
Shallow wells
Estimated Depth to Groundwater 7 Feet
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
Observed Site(Abutting property, observation hole,basement sump etc.)
Determined from local conditions
Checked with local Board of health
Checked FEMA Maps
Checked pumping records
r
Ch
ecked local excavators,installers
Used USGS Data
Describe how you established the High Groundwater Elevation. (Must be completed)
M M(� GP-9UN D (,,)a-MP- M,4pl7aw M'4P
revised 9/2/98 Page 11of11
Thomas&Betts Corporation
452 John Dietsch Blvd.
P.O. Box 2510
Attleboro Falls, MA 02763
(508) 699-9800
Facsimile(508) 695-8111
Mamas o efts
April 2, 1998
Roberta M. Ribatt
84 Eldredge Street
Newton,.Massachusetts 02158
Dear Mrs. Ribatt:
Enclosed plea n aboratory resu f the analysis of your well water, which we recently sampled from
your prope 167 Pinquickset Cove Roa in.Cotuit, Massachusetts. The water samples—were�collected by
GZA GeoEnvironmen a , c. an ana yzed by the Mitkem-leCorporation laboratory. Chloroform was found in
your well water at a concentration of�0.7 parts per billion. This contaminant is not related to the 106 Falmouth
Road Site. These results were sent to th'e 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 first column shows the concentration of the compound is parts per billion (ppb) found in the water sample.
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.
We appreciate your allowing us to come in and test your water. If.you have any questions, please do not
hesitate to call Tom McShane at Thomas & Betts (508-699-9820).
Sincerely,
William 0. Frigon
Attachment: Laboratory Analysis Reports
cc: Town of Barnstable Board of Health
Mark Wood, DEP
i APR 0 2 1998 -
� March 31, 1998
GZA GeoEnvironmental, Inc.
140 Broadway •------ ""'����
Providence, RI 02903
Attn: Ms. Hilary Fortune
RE: Client Project#: 31751.13, Cotuit Well Sampling (IRA)
Lab Project#: E0410
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.
Sincerel
GEC
Edward A. Lawler
Laboratory Operations Manager
175 Metro Center Boulevard • Warwick, Rhode Island 02886-1755 • (401) 732-3400 • Fax (401) 732-3499
1232 East Broadway, Suite 210 • Tempe, Arizona 85282 • (602) 303-9535 • Fax (602) 921-2883
email: mitkem@vorldnet.att.net
CORPORATION
Client: GZA GeoEnvironmental,Inc.
Client Project: 31751.13, Cotuit Well Sampling (IRA)
Lab Project: E0410
Date samples received: 3/27,3/30/98
Project Narrative
This data report includes the analysis results for ten(10) aqueous samples that were received
from GZA GeoEnvironmental, Inc. on March 27,30 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. The method blank
associated with these volatile sample organic le analyses contained low levels of common
g P laboratory contaminants methylene chloride and 1,12-trichloro-1,2,2-trifluoroehtane. These
compounds were also detected in several samples. Where they are detected in samples, their
concentrations are flagged with a`B". No other 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
Data Qualifiers:
I This flag indicates an estimated value due to either
• the compound was detected at below the Reporting Limit,or
estimated concentration for Tentatively Identified Compound
B This flag indicates the analyte was also detected in the associated
Method Blank
D This flag indicates the analyte concentration was obtained from a
diluted analysis
E This flag indicates the analyte concentration exceeded the
Calibration Range
P This flag is used for Pesticides/PCB/Herbicide analyte when there
is a greater than 50%difference for detected concentration between
the two GC columns used for Primary and Confirmation analyses.
The lower of the two values is reported in the Analysis Report.
1
I
CORPORATIONMITIKEW
Analysis Report: Purgeable Volatile Organics
Client: GZA Geo Environmental, Inc. Analysis Date: 3/31/98
Client ID: RW-8 Concentration in: ug/L
Lab ID: . E0410-07 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
I 2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
B romoch lo ro methane ND 0.5
Chloroform 0.7 0.5
1,1,1-Trichloroethane N D 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane N D 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
. Oi5
Page 1 of 2 E0410-07
I
CORPORATION
Client ID: RW 8 Lab ID: E0410-07
Reporting
Analyte Result . Lln]it
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
IsopropyIbenzene 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-TrimethyIbenzene 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
1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.5
-QC Batch: V580330A
Surrogate Recovery:
B romofl uoro benzene 91%
1,2-Dichlorobenzene-d4 99%
ND= Not Detected
" Single point calibration
' Page 2 of 2 E0410-07
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA Geo Environmental, Inc. Analysis Date: 3/31/98
Client ID: TB (3/27) Concentration in: ug/L
Lab ID: E0410-08 Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results Lima
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 N D 0.5
Methylene chloride 0.6 B 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroet'hane 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 N D 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichlorcethene 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 N D 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-TetrachIoroethane ND 0.5
Page 1 of 2 E0410-08
IVIITKENI
CORPORATION
Client ID: TB (3/27) Lab ID: E0410-08
Reporting
Analyte Result U029
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-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
1,1,2-Trichloro-1,2,2-trifluoroethane 0.7 B 0.5
QC Batch: V5B0330A
Surrogate Recovery:
Bromofluorobenzene 94%
1,2-Dichlorobenzene-d4 102%
ND= Not Detected
* Single point calibration
V �
Page 2 of 2 E0410-08
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnvironmental, Inc. Analysis Date: 3/30/98
Client ID: Concentration in: ug/L
Lab ID: - Method Blank, V5B0330A Dilution: 1
Analysis: Method 524.2
Reporting
Analyte, Licalf Results i
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
0.4 J
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 3
Page 1 of 2 E0410-MB
CORPORATION
Client ID: Lab ID: Method Blank,V5B0330A
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-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
1,1,2-Trichloro-1,2,2-trifluoroethane 0.6 0.5
QC Batch: V5B0330A
Surrogate Recovery:
Bromofluorobenzene 93%
1,2-Dichlorobenzene-d4 99%
ND= Not Detected
Single point calibration
Page 2 of 2 E0410-MB
MITKEM CORPORATION
Lab Project#: E041O =I2
Client Name: GZA GeoEnvironmental, Inc.
Client Proj #: 31751.13 Logged In By:
Client PO #: 3-01096
Project Name: Cotuit Well Sampling (IRA) Reviewed By:
Date Due: 3/31/98.
Total Price: $ - Date: Time: D�O
Project Mgr: PAS
Salesman: PAS
Del--Req'd: NA
Completed?: YES
Lab ID Client ID Matrix Analysis Price Sampled Received M IR BNA _Herb PIP )t MI V-GC V-MS Suh
-01 RW-I AQ 524.2 3/27/98 3/27/98 1
-02 RW-7 AQ 524.2 3/27/98 3/27/98 1
-03 RW-24 AQ 524.2 3/27/98 3/27/98 1
-04 RW-17 AQ 524.2 3/27/98 3/27/98 1
-05 RW-23 AQ 524.2 3/27/98 3/27/98 1
-06 RW-18 AQ 524.2 3/27/98 3/27/98 1
-07 RW-8 AQ 524.2 3/27/98 3/27/98 1
-08 TB (3/27) AQ 524.2 3/27/98 3/27/98 1
-09 RW-15 AQ 524.2 3/28/98 3/30/98 1
-10 TB (3/28) AQ 524.2 3/28/98 MOM 1
TPH IR RNA Herb pM W&I Md V-GC V-MS Suh
0 0 0 0 0 0 0 0 10 0
r
13/31/98 9:52 AM Page 1 of 2 Lab Project#: E0410
l_
MITKEM COR
PORATION ORATION
Lab ID Client ID Matrix Analysis Prieg Sampled: Received TPH IR B A Herb PIP Wet Mki V-GC V-MS S"
NOTE. Aid Freon 11 to lis qne oult calibration s x Aft
f ... _ :. . .. .. �s
�R1=mote added�� �� g�uf:
TIO
ORIGINAL
REPO
RT GOES TO: INVOICE GOES TO: ADD i NAL REPORT GOES
ES TO:
GZA GeoEnvironmental, Inc Attn: Hilary Fortune Same None
140 Broadway Phone: 401 421-4140
Providence,R1 02903 Fax: 401 751-8613
CD
G�/31/98 9:52 AM Page 2 of 2 Lab Project #: E0410
WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY.Project Manager W.O. #
CHAIN-OF-CUSTODY RECORD (for lab use only)
ANALYSES REQUIRED
Sample Date/Time Matrix
I.D. $ i
E
s soa m ' E m = a S Total
(Very Important) Gw=Ground W. u° , m a a '- - #of Note
sw=s,nacew. u it
ww=Wa—W. e o 0 7 ✓ u a c " N Cont. B
Dw=DiS king W. n i u m m =
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DVV ✓
PRESERVATIVE (Cl-HCl,N-HNO3.S H2SO4.Na•NaOH,O-Other)'
CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T Teflon,O-Other)' V
RELINQUISHED BY:(Affiliation) DATE/TIME RECEIVED BY:(Affiliation) NOTES:Preservatives,special reporting limits,known contamination,etc.:
Q =� M1��,�� .�� ,�� (Unless otherwise noted,all VOA vials have been preserved
0w�/-.1::1 HCL.)
RELINQUISHED BY: (Affiliation) DATE/TIME E EI BY:(Affiliation)2 h h ' �ue e�
I'll
� � �� b� (Izt-G YYr-otP.J P� E cJ Gr. Iftvr. 9—
RELINQUISHED BY:(Affiliation) DAT !TIME RECEIV BY: (Affiliation) iP�tZ
PROJECT MANAGER: ' ����� EXT: `3I2-(0 n
TURNAROUND TIME: Standard 2/Rush Days,Approved by: &-4t e-c
GZA FILE NO. 3 1 51•13 : P.O. N.O.
GZA GEOENVIRCINMENTAL, INC.
ENGINEERS AND SCIENTISTS PROJECT COTUI T tn/GL t_ �t�tPL f of(� (L�cr�
140 Broadway
PROVIDENCE,RI 02903 LOCATION t^,OTy t r� A
(401)421-4140
FAX(401)751-8613 COLLECTOR(S) �`>/f I I,t'/�U T1= SHEET OF�_
WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY:Project Manager W.O. #
CHAIN-OF-CUSTODY RECORD (for lab use only)
ANALYSES REQUIRED
Sample Datelrime Matrix
I.D. ' m
Soil
snso _2 g ' s 0 8 m ._ � g_ � Total
(Very Important) GW=Ground W. 3 #of Note
sw=s na..w. =
ww=wa:i.W. Cont. #
Dw=Orinking W. n 2 U n m m m m U a i U = n d
an.,(.a.-ay) r S f
.�{.1N--I S �zs pia I b;zo Gw ✓ 3
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PRESERVATIVE (CI•HCI,N-HNO,,S H2SO4,Na-NaOH,O-Other).
CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)'
R I UISHED BY: (Affiliation) DATE/TIME RECEIVED BY: (Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.:
"ce— 3A9k
Oe/ GAS (� (Unless otherwise noted,all VOA vials have been preserved w/r U
1:1 Ier HCL.)
RE IN HED BY: (Affiliation DATE/TIME , RECEIV D BY:(Affiliation) G) JZu.h S G w,+1h �jaw�p(ea�le.C4,J C-AO� �tV_V�e-A-6 lAb -IN
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RELINQUISHED BY:(Affiliation) DATE/TIME _iVED BY:(Affiliation)
PROJECT MANAGER: 4A It_AaiR-�n 2Tuoc-_ EXT: 3 1 Z6
TURNAROUND TIME:❑Standard ❑ Rush -Days,Approved by:
GZA FILE NO. l BSI 13 P.O. N.O. 3 - 0109
GZA GEOENVIRONMENTAL, INC. 1
ENGINEERS AND SCIENTISTS PROJECT C^OTut"r VJOLA-.SAA11PLI► X�. � > )
140 Broadway
PROVIDENCE,RI02903 LOCATION C IT, MA
[� (401)421-4140 J
i' FAX(401)751-8613 COLLECTOR TS) rc- f;'/ f FO(Z7UtJG SHEET
MITKEM CORPORATION
Sample Condition Form Page ( 14
Received By: J Reviewed By: Date: v MITKEM Project:
/
Client Project: `v tC t �it�{�(,( Client: �p
Sample ID Preservation (pH) Comments/Remarks/
Condition: Lab Client HNO3 H2SO4 HCI NaOH Corrective Action'
_0
1) Custody Seal(s) Presen Absent
Cooler /Bottles
Intact/Broken
3
2) Custody Seal Number(s) VIA—
T&
3) Chain-of-Custody Presen bsent
4) Cooler Temperature
Coolant Condition
5)Airbill(s) Presen bsen
Airbill Number(s)
6) Sample Bottles I tta
Broken
Leaking
7) Date Received
8) Time Received
9) Project Due Date
' See Sample Condition Notification/Corrective Action Form yes no J
C
I
MITKEM CORPORATION
Sample Condition Form Page---,-;bf�
Received By: Reviewed By: Date: 3 3 a C MITKEM Project: b
Client Project: Client:
Sample ID Preservation (pH) Comments/Remarks/
Condition: [-La Client HNO3 H2SO4 HC1 NaOH Corrective Action*
W1) Custody Seal(s) Presen Absent
ooIer- /Bottles
�gBroken
2) Custody Seal Number(s)
3) Chain-of-Custody . Prese Absent
4) Cooler Temperature
Coolant Condition
5)Airbilf-(s) Prese Absent
Airbill Number(s) -
6) Sample Bottles Intact
Broken
Leaking
7) Date Received 3
8) Time Received
I
9) Project Due Date
* See Sample Condition Notification/Corrective Action Form yes/no
, J
Last Page of Data Report
MAILING LIST FOR 106 FALMOUTH ROAD SITE-MASHPEE,MASSACHUSETTS
DATE: zz FILE NO.
DOCUMENT•
ADDRESSEE "reg.cc:" "blind cc:" VIA SENT
Massachusetts Dept.of Environmental Protection Ri(�Southeast Regional Office
20 Riverside Drive
Lakeville.Massachusetts 02347
n: Mr.Gerard Martin,Acting Chief
Attn: Mr.Mark Wood,Project Manager
Massachusetts Department of Public Health
Environmental Health Assessment
250 Washington Street,7'Floor
Boston,Massachusetts 02108
Attn: Ms.Elaine Kroueger,Chief,Environmental
Toxicology
Mashpee Board of Health
16 Great Neck Road
Mashpee,Massachusetts 02649
Attn: Mr.Elias McQuaid,Chairperson
Mashpee Board of Selectmen
P.O.Box 1108
16 Great Neck Road
Mashpee,Massachusetts 02649
Attn: Ms.Judith Mills,Chairperson
Mashpee Water District
P.O.Box 1543
Mashpee,Massachusetts 02649
Attn: Mr.Dave Rich
Mashpee Public Library
P.O.Box 657
Mashpee,Massachusetts 02649
Barnstable County Dept.of Health and the Environment
Superior Court House
P.O.Box 427
Barnstable,Massachusetts 02630
Attn: Mr.Stetson Hall
Barnstable Board of Health
Attn:
Thomas&Betts Corporation .
452 John Dietsch Blvd.
Attleboro Falls,Massachusetts 02763 /y
Attn:Mr.William Frigon
Thomas&Betts Corporation
1555 LJJ��nnfleld Road
Men}¢his,Tennessee 38119 r/ Kill
YY Attn:Mr.Om Chopra /y
Hale&Dorr
1455 Pennsylvania Avenue (/
Washington,DC 20004G�(�
Attn: Mr.Jeffrey J.Davidson,Esq.
Willowbend Development Corporation
130 Willowbend Drive
Mashpee,Massachusetts 02649
Attn: Mr.Bruce A.Besse,Jr.,V.P.
IN-HOUSE COPIES
Michael A.Powers,P.E.,LSP
Hilary Downes Fortune,P.G.
File Copy
Olt,"
j:jobslenv131751-1.mapladres-3.doc
i
1
COTUIT WELL SAMPLING PROGRAM
This well sampling work plan was prepared by GZA GeoEnvironmental, Inc. for the
Thomas & Betts Corporation (T&B). The plan was prepared to describe how certain
residential wells in Cotuit, Massachusetts will be tested for Volatile Organic Compounds
(VOCs). The program is part of an ongoing study being conducted pursuant to the
Massachusetts Contingency Plan ("MCP") and in coordination with the Massachusetts
Department of Environmental Protection ("DEP"), and is designed to meet all applicable
state standards.
PURPOSE
The purpose of this sampling program is to provide additional information related to
groundwater contamination associated with the former Augat manufacturing facility in
Mashpee. The specific purpose of this work plan is to describe: (1) how wells were
selected for sampling; (2) how samples will be collected and transported; (3) how samples
will be analyzed; and (4) how the results of the testing will be documented and reported.
The testing program is intended to provide information which will identify an
unanticipated condition. Beyond this sampling program, ongoing and additional studies
will be aimed at better defining the discharge location.of the contaminated groundwater
which is found beneath portions of the 106 Falmouth Road Site in Mashpee, and will help
establish the long-term monitoring program required to confirm the identified discharge
location(s).
BACKGROUND
f
Groundwater contaminated with volatile organic compounds (VOCs), primarily
trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and
associated degradation products, was found at the 106 Falmouth Road Site in Mashpee,
Massachusetts in 1997. T&B has assumed responsibility for compliance with MCP
procedures with respect to that contamination. The vertical and horizontal extent of that
groundwater contamination has been well delineated from just south of Falmouth Road
(Route 28) to the edge of Shoestring Bay.
Based on the geometry of the aquifer and the Bay, and well-established geohydrological
principles, it was initially estimated that the contaminated groundwater discharged to
Shoestring Bay. in the immediate vicinity of Bryant's Point. Subsequent detailed
piezometric studies found that the groundwater discharge mechanism is more complex.
Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that
the VOCs are discharging, or will discharge, to Shoestring Bay at locations more distant
from shore than originally estimated. Although very unlikely, there is a possibility that at
least a portion of the groundwater flow beneath Shoestring Bay also flows beneath Cotuit.
Page 1 of 3
Because the discharge location has not yet been fully defined, and based on technical
discussions with the DEP, T&B has elected to undertake a one-time testing of certain
residential water supply wells in Cotuit for VOCs. This work plan describes that sampling
and analysis program.
It is noted that, because of the observed geohydrological conditions, the distances of the
subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly
unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also
GZX emphasize that the sampling and analysis program detailed in this work plan is only a part
of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk
to human health or the environment. Additional tasks to better delineate.'the discharge
location of Site-related VOCs continue to be performed as part of an evaluation of the
Site's Class C Response Action Outcome (RAO).
SELECTION OF RESIDENTIAL WELLS
Based on published geologic information', the identified groundwater flow path at the 106
Falmouth Road,Site, and topographic features in Cotuit, it is evident that if groundwater
from the Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of
Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the
area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water
Company2. It is our intent to sample and test all 20 of these wells.
SAMPLE COLLECTION
We will make good faith efforts to contact owners at each of the identified 20 properties.
With the permission of the owner, we will draw a sample of water from a cold water tap
within the home. To the extent practical, we will observe the plumbing system so that
samples are collected before any water treatment systems, and we will obtain whatever
information the owner has on the construction of the well. The water will be run
vigorously for a minimum of 15 minutes or until two volumes of any holding tank are
withdrawn. This is to help ensure that the sampled water has not been in residence in the
house's plumbing system for an extended duration.
The sample will be collected by running the water gently (without an aerator) into new 40
ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped
with a teflon septum. The vials will be uniquely labeled, in the field, using a project code,
placed on ice, and transported to the selected laboratory under chain-of-custody within 48
hours of collection. A trip blank will be transported in each cooler, and provided to-the
Use of Particle tracking to Improve Numerical Model Calibration and to Analyze Groundwater Flow and
Contaminant Migration,Massachusetts Military Reservation,Western Cape Cod,Massachusetts. USGS
Open-File Report 96-214, 1996.
2 Mao of Parcels with Connections to the Cotuit Water Company to the Poponessett Bay Area. Barnstable
G.I.S. Unit C.M.C. 1/21/98.
Page 2 of 3
laboratory for testing. Additional QA/QC procedures will include the collection of two or
more samples for analysis as blind duplicates.
SAMPLE ANALYSES
Samples will be analyzed by EPA Method 524.2 by an independent laboratory certified in
Massachusetts using contract laboratory procedures.
G� REPORTING
GZA will compile the analytical results in a table,identifying each constituent found above
its laboratory method detection limit. We will also compare these data to those compounds
which have been found at the 106 Falmouth Road Site. The table will be supplemented
with a brief report which will describe the sampling procedures and provide complete
copies of the actual laboratory Certificates of Analysis.
Each homeowner will be provided a copy of the Certificate of Analysis and a letter
providing an appropriate description of the laboratory's analysis of the sample collected
from their well.
SCHEDULE
Contingent upon homeowners' availability, the sampling will be conducted over a period
of three days, from March 27 to March 30, 1998. The distribution of results to
homeowners will occur within a week of sampling. The final report will be provided to the
DEP, local officials and homeowners on or before April 10, 1998.
g:\jobs\env\3175I-L.map\cotait\workplan.doc
Page 3 of 3
CaL� C5EU Thomas&Betts Corporation
401—-�Z1 _ i4D452 John P.O.Box Die sch Blvd.
Attleboro Falls, MA 02763
(508) 699-9800
Facsimile(508)695-8111
4
Thomas . elft
March 20, 1998 MAR 23 1998
TOWN DF IMNSTABLE
HEALTH DEPT.
Dear(Homeowner): 8 ..
Just over a year ago,Thomas &Betts acquired Augat Inc. which operated a manufacturing
facility in your neighboring town of Mashpee. Augat conducted manufacturing operations at its
facility, located at 106 Falmouth Road, from the late 1960's until the plant was retired in
December 1996. Upon closing the plant, Augat began a standard assessment of their property to
determine if there was any historical industrial contamination at the site. Groundwater at the
facility was found to be contaminated with volatile organic compounds associated with the use of
industrial cleaning solvents. Since then, Augat, and subsequently Thomas & Betts, have been
conducting a full technical investigation to resolve any potential environmental issues.
As an extension of this investigation,Thomas & Betts is now requesting your permission to take
a sample of water from your well at(address). That sample will be analyzed for volatile organic
compounds. If you agree to participate, you will be provided with a copy of the laboratory results
within roughly a week of the sampling. Obviously, this testing will be done at no charge to you.
The purpose of this testing is to provide additional information for the on-going study related to
the groundwater contamination that was found at the former Augat facility in Mashpee.
Based upon the current facts and the professional opinion of our Licensed Site Professional and
our engineering consultants, Thomas &Betts believes that the contamination originating at the
former Augat facility has or will discharge into Shoestring Bay. The quantities of contaminants
released to the Bay are expected to be so small that they will present no significant risk to the
Bay or the environment. However, although very unlikely, there is also a possibility that at least
a portion of the groundwater flowing beneath Shoestring Bay may also flow beneath Cotuit.
Therefore, as a precautionary measure and as part of our complete hydrogeolobical assessment,
Thomas & Betts, in coordination with the state Department of Environmental Protection, would
like to sample certain residential wells including your own. Of course, if this data suggests any
need for concern or follow-up action, we will irrunediately contact you directly. A more detailed
description of the sampling program which we have outlined to the state DEP is attached.
Page Two
A representative of Thomas &Betts.will be calling you in the next few days to further answer
any questions and hopefully to schedule a convenient time to take the water sample. In the
meantime, should you wish to contact us,please call Tom McShane at(508) 699-9820.
Thank you in advance for your cooperation. -
Sincerely,
William O. Frigon i
Manager Corporate Environmental, Health& Safety
Attachments: Well Sampling Work Plan - Area Map '
cc: Massachusetts Department of Environmental Protection
S
i
GZA Engineers and Principals:
GeoEnvironmental,Inc. Scientists John P.Hartley,
District Office Manager
Michael A.Powers,P.E.,L.S.P.
David R.Carchedi,Ph.D.,P.E.
John J.Spirito,P.E.,L.S.P.
Philip P.Virgadamo,P.E.,L.S.P.
March 20, 1998 Russell J.Morgan,P.E.
File No. 31751.1
Mr. Mark Wood 2
Department of Environmental Protection (M�R
320 Riverside DriveLakeville, Massachusetts 02347 �QRe: Immediate Response Action Work Plan 6 1998 N106 Falmouth Road Site ANSTABIEMashpee, Massachusetts (RTN 4-11904) 01 DEPT
140 Broadway
Providence Dear Mr.Wood:
Rhode Island 02903
401421-4140
FAX 401-751-8613 GZA GeoEnvironmental, Inc. prepared the attached Immediate Response Action (IRA) work
plan for the 106 Falmouth Road Site in Mashpee, Massachusetts. We are submitting this
document on behalf of our client, the Thomas & Betts Corporation (T&B), in accordance
with 310 CMR 40.0420.
We believe this document provides the information you require. If you have any questions,
please do not hesitate to call us at(401)421-4140.
Very truly yours,
GZA GEOENVIRONMENTAL,INC.
Hilary Do nes Fortune, P.G. Mi ael A. Powers, P.E.,LSP
Seni oject Manager Se for Principal
A Subsidiary of GZA
GeoEnvironmental
Technologies,Inc. Attachments: BWSC-105: IRA Transmittal Form
IRA Work Plan
cc: Town of.Mashpee Board of Health
Town of Mashpee Board of Selectmen
Mashpee Public Library
Barnstable County Department of Health
/Town of Barnstable Board of Health
Cotuit Water Company
William Frigon,T&B
J:V OBS\ENV\31751-1.MAP\COTUCIVRA-LET.DOC
An Equal Opportunity Employer M/FN/H
IMMEDIATE RESPONSE ACTION (IRA) WORK PLAN
This document is an Immediate Response Action (IRA) Work Plan. It was prepared by
GZA GeoEnvironmental, Inc. for the Thomas & Betts Corporation (T&B).
PURPOSE
The purpose of this IRA is to provide additional information related to groundwater
contamination associated with the 106 Falmouth Road Site (the Site) in Mashpee,
Massachusetts. The specific purpose of this work plan is to describe: (1) how wells were
selected for sampling; (2) how samples will be collected and transported;(3) how samples
will be analyzed; and (4) how the results of the testing will be documented and reported.
The testing program is intended to provide information which will identify an
unanticipated condition. Additional studies will be aimed at better defining the discharge
location of the contaminated groundwater which is found beneath portions of the 106
Falmouth Road Site, and will help establish the long term monitoring program required to
confirm the identified discharge location(s).
BACKGROUND
Groundwater contaminated with volatile organic compounds (VOCs), primarily
trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and
associated degradation products, was found at the 106 Falmouth Road Site in Mashpee,
Massachusetts. T&B has assumed responsibility for compliance with MCP procedures
with respect to that contamination. The vertical and horizontal extent of that groundwater
contamination has been well delineated from just south of Falmouth Road (Route-28) to
the edge of Shoestring Bay.
Based on the geometry of the aquifer and the Bay, and well-established geohydrological
principles, it was initially estimated that the contaminated groundwater discharged to
Shoestring Bay in the immediate vicinity of Bryant's Point. Subsequent detailed
piezometric studies found that the groundwater discharge mechanism is more complex.
Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that
the Site VOCs are discharging, or will discharge, to Shoestring Bay at locations more
distant from shore than originally estimated. Although very unlikely, there is a possibility
that at least a portion of the groundwater flow beneath Shoestring Bay also flows beneath
Cotuit.
Because the discharge location has not yet been fully defined, and based on technical
discussions with the DEP. T&B has elected to undertake a one-time testing of certain
residential water supply wells in Cotuit for VOCs. This IRA work plan describes that
sampling and analysis program.
Page 1 of 3
It is noted that, because of the observed geohydrological conditions, the distances of the
subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly
unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also
emphasize that the sampling and analysis program detailed in this work plan is only a part
of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk
to human health or the environment. Additional tasks to better delineate the discharge
location of Site-related VOCs will be performed as part of an evaluation of the Site's Class
C RAO.
SELECTION OF RESIDENTIAL WELLS `
Based on published geologic information[ the identified groundwater flow path at the 106
Falmouth Road Site, and topographic features in Cotuit, it is evident that if groundwater
from the Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of
Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the
area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water
Company2. It is our intent to sample and test these 20 wells.
SAMPLE COLLECTION ,
We will make good faith efforts to contact owners at each of the identified 20 properties.
With the permission of the owner, we will draw a sample of water from a cold water tap
within the home. To the extent practical, we will observe the plumbing system so that
samples are collected before any water treatment systems, and we will obtain whatever
information the owner has on the construction of the well. The water will be run
vigorously for a minimum of 15 minutes or until two volumes of any holding tank are
withdrawn. This is to help ensure that the sampled water has not been in residence in the
house's plumbing system for an extended duration.
The sample will be collected by running the water gently (without an aerator) into new 40
ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped
with a teflon septum. The vials will be uniquely labeled, in the field, using a project code,
placed on ice, and transported to the selected laboratory under chain-of-custody within,480
hours of collection. A trip blank will be transported in each cooler, and provided to the
laboratory for testing. Additional QA/QC procedures will include the collection of two or
more samples for analysis as blind duplicates.
SAMPLE ANALYSES
Samples will be analyzed by EPA Method 524.2 by a laboratory certified in Massachusetts
using contract laboratory procedures.
Use of Particle tracking to Improve Numerical model Calibration and to Analyze Groundwater Flow and
Contaminant Migration Massachusetts Military Reservation Western Cape Cod, Massachusetts USGS
Open-File Report 96-214, 1996.
Z Map of Parcels with Connections to the Cotuit Water Company in the Poponessett Bay Area. Barnstable
G.I.S. Unit G.M.C. 1/21/98.
Page 2of3
REPORTING
GZA will compile the analytical results in a table, identifying each constituent found above
laboratory method detection. Samples will be identified so that, with the aid of a separate
key, the DEP will be able to identify which sample came from each residential well. We
will also identify, on that table, which compounds, if any, have also been found at the 106
Falmouth Road„ Site. The table will be supplemented with a brief report which will
describe the sampling procedures and provide copies of the laboratory Certificates of
Analysis.
Each homeowner will be provided a copy of the Certificate of Analysis and a letter
providing an appropriate description of the laboratory's analysis of the sample collected
from their well.
SCHEDULE
Contingent upon homeowners' availability, the sampling will be conducted over a period
of three days, from March 27 to March 30, 1998. The distribution of results to
homeowners will occur within a week of sampling. The final report will be provided to the
DEP, local officials and homeowners on or before April 10, 1998.
3
g:\jobs\env\31751-I..map\cotuit\ira-Moc
Page 3 of 3
TABLET
COTUIT PROPERTIES SELECTED FOR RESIDENTIAL WELL SAMPLING
IMMEDIATE RESPONSE ACTION PLAN
106 Falmouth Road Site -Mashpee, Massachusetts
WELI; D,; PLAT MAP; LOT ADDRESS
... : ......
1 6 48 750 Santuit Road
2 5 68 122 Pin uickset Cove Road
3 5 69 144 Pin uickset Cove Road
4 5 70 160 Pin uickset Cove Road
5 5 71 180 Pin uickset Cove Road
6 5 72 190 Pin uickset Cove Road
7 5 73 189 Pin uickset Cove Road
8 4 6 167 Pin uickset Cove Road
9 4 7 1617 Main Street
Pin uickset Cove Road
10 4 8 1619 Main Street
(Peppercorn Lane
11 4 9-1 114 Peppercorn Lane
4 9-2 120 Peppercorn Lane
4 10 144 Pe ercorn Lane
4 11 160 Peppercorn Lane
4 12 N/A
12 6 10 12 Clamshell Cove Road
13 6 26 605 Popponesset Road
14 5 18 off Santuit Road conservation land
15 16 32 85 Peppercorn Lane
16 15 7 315 Vineyard Road
17 3 4 42 Bailey Road
18 6 63 312 Pine Rid a Road
19 5 35 72 Cotuit Cove Road
20 5 3 262 Clamshell Cove Road
s
G:UOBS\ENV\31751-INAP\COTUIT\Cotuit-i.xls Page l of 1 3120/98
Bureau of Waste Site Cleanup
IMMEDIATE RESPONSE ACTION (IRA) Rel�seTraddnpNumber[i]
TRANSMITTAL FORM Pursuantto 310 CMR 40.0424-40.0427(Subpart D) - 11904
A. RELEASE OR THREAT OF RELEASE LOCATION:
Release New(optional)
Street 106 Falmouth Road Location Aid: Wrest of Bau dnin_Road
Cly/Town: Hasbpee ZIP Code: 02649
❑ Check here if a Tier Classification Submittal has been provided to DEP for this Release Tracking Number.
❑ Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.01104114.
Specify Program:❑ CERCLA ❑ HSWA Corrective Action ❑ Solid Waste Management ❑ RCRA State Program(21 C FecAities)
Related Release Trading Numbers That This IRA Addresses:
B.THIS FORM IS BEING USED TO: (chieck all that may)
Submit an IRA Plan(eomptets Sections A,B,C,D,E,H,I,J and Iq. °
❑ Check here if this IRA Plan is an update or modification of a prevb mly approved written IRA Plan. Date Submitted:
❑ Submit an trre*md Hazard Evaluation(complete Sections A.B,C,F,H,I,J and Iq.
❑ Submit an IRA Status Report(complete Sections A,B,C,E,H,1,J and Iq.
r
❑ Submit a Request to Terminate an Active Remedial System and/or Terminate a Condnuing Response Actions)Taken to Address an
hndnad Hazard(complete Sections A,B,C.D,E,H,I,J and Iq.
❑ Submit an IRA CornpWon statement(complete Sections A.B,C,D,E,G,H,I,J and Iq. ,....
You must attach all supporting dockarardatlon required for each use of form indicated.including copies of
any Legal Modem and Notices to Public Officials required by 310 CMR 40.1400.
C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA:
Identify Media and RwgAors Affected: (dock d that apply) ❑ Air J] Groundwater ❑ Surface Water ❑ Sediments ❑ Soo
❑ Welland ❑ Storm Drain ❑ Paved Skufaca ❑ Private wee ❑ Public water Supply ❑ zone 2 ❑ Residence
❑ School ❑ Unknown ❑ other speck. !
identify Conditions That Require IRA,Pursuant to 310 CMR 40.0412: (check ad that apply) ❑ 2 Hoke Repotting Conditkn(s)
❑ 72 Hour Reporting Conditim(s) ❑ Substantial Release Migration ® Other Condrdon(s)
Describe: While Yery unl i k'Pl y, thoye is a potential for Qroundva _ r
En migrate beneath a =ortinn of notuit
Identify Ons and Hazardous Materials Released: (check all that apply) ❑ o8s ® Chlorinated Solvent ❑ Heavy Metals
❑ otters Specify
D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply)
Assessment andlor Monitoring Only _ ❑ Deployment of Absorbent or Cotntaneront Materisis
❑ Excavation of Contaminated Solis ❑ Temporary Covers or Caps
❑ Re-use,Recycling or Treatrnent ❑ Big remedletlon
Q On Site Q Off Site Est.Vol.: cubic yards. ❑ Soll Vapor Extraction
Daaibe: {s^ p Structure venting System . I
❑ Store O On Site O Off Site Est.Vol.: cubic yards x ❑ Product or NAPL Recovery
❑ Landfill 0 Cover O Disposal Est-Vol.: cubic yards ❑ Groundwater Treatment Systems
❑ Removal of Drums.Tanks or Containers ❑ Air Sparging
Describe: ❑ Temporary Water Supplies
SECTION D IS CONTINUED ON THE NEXT PAGE
Revised 224/95 Supersedes Forms BWSC-005, 006, 010(in part)and 011 Page 1 of 3
Do Not Alter This Form
Massachusetts Department of Environmental Protection BWSC-105
Bureau of Waste Site Cleanup
Release Tracking Number
IMMEDIATE RESPONSE ACTION (IRA) _
TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 11904
H. LSP Opinion(continued):
I am aware that significant penalties may result,Including,but not limited to,possible fines and imprisonment,If I submit infonnadon which I know to be false,
Inaccurate or materially Incomplete.
Check here If the Response Action(s)on which this opinion Is based,if any,are(were)subject to any order(s),permlt(s)and/or approvals)issued by
DEP or EPA. If the box is checked,you MUST attach a statement Identifying the applicable provisions the o ••44
LSP Name: Michael A. PoVers LSP m11: 3436 Stamp: ASH OF
Telephone: (401) 421-4140 Ext.: 3404
tV11C
FAX(optional) (401) 751-8613 P 8 y
. 36p v
Signature: is
Date: 20, 1998 �67TE PRO gS��
I. PERSON UNDERTAKING IRA:
Name of Organization: 'Ihcirri & BettS COrPOratiOn
Name of contact: William 0. Prigan Title: Corp. Nana , E nyira®entai
street 452 John Dietsch Boulevard Health & Safety
Ckyfrown: Attl Pbnro FaIIr, State: MA ZIP Code: 02763
Telephone: (508) 699-7646 Ext.: FAX(optioceQ (508) 695-7010
Check here If there has been a change in the person undertaking the IRA.
J. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: (check one)
® RP or PRP Speci . J) Owner Q Operator O Generator Q Transporter Other RP or PRP:
Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2)
Agency or Public Utllity on a Right of Way(as defined by M.G.L.a 21 E,a.5(n)
Any Other Person Undertaking IRA Specify Relationship:
K. CERTIFICATION OF PERSON UNDERTAKING IRA:
I William 0. Frigm ,attest under the pains and penalties of perjury M that I have personally examined and am
familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,01)that,based on my inquiry
of those individuals Immediately responsible for obtaining the information,the material information contained in this submittal Is,to the best of my
knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for
this submittal. IRhe person r entity on whose behalf this submittal is made amfis aware that there are significant penalties,including,but not limited to,
possible fines and I nment,f Ilfuly submitting false,inaccurate,or incomplete information.
By. Title: COrD. MWMCPPr. E[1Viro®mentaI
( gnature) Health & Safety
For. Thwas & Betts Cormration Date: March.'20; 1998
(print name of person or entity recorded in Section 1)
Enter address of the person providing certification,if different from address recorded In Section I:
Street:
City/Town: State: ZIP Code:
Telephone: Ext.: FAX:(optionaq
YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS
INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING
A REQUIRED DEADLINE.
Revised 2/24/95 Supersedes Forms BWSC-005, 006, 010(n part)and 011 Page 3 of 3
Do Not After This Fort
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
SOUTHEAST REGIONAL OFFICE
p
ARGEO PAUL CELLUCCI �' ;,' TRUDY CORE'
Governor Secretary
V .r '
DAVID B. STRUHS
:P� Commissioner
March 26, 1998
Mr. William Frigon RE: MASHPEE= WSC/SMP -4-11904
Thomas and Betts Corporation 106 Falmouth Road
452 John Dietsch Boulevard IMMEDIATE RESPONSE ACTION
Post Office Box 2510 PLAN APPROVAL
Attleboro Falls, Massachusetts 02763 MGL c. 21E & 310 CMR
40 . 0000
Dear ,Mr. Frigon:
The Department of Environmental Protection, Bureau of Waste
Site Cleanup (the Department) , received and verbally approved an
Immediate Response Action (IRA) Plan on March 23 , 1998, for the
above-referenced disposal site: The IRA Plan was submitted by GZA
GeoEnvironmental, Inc . (GZA) on behalf of Thomas and Betts
Corporation (T&B)
Recent information presented to .the Department indicates that
fresh groundwater exists below the portion of Shoestring Bay near
where the contaminated groundwater is located. This fresh
groundwater may provide a pathway for the contaminated groundwater
in the plume migrating from south of the Augat Facility to beneath
Cotuit . As a result, an IRA Plan was discussed and proposed during
meetings at the Department' s Southeast Regional Office in Lakeville
on February 6 , 1998 and February 27, 1998 . A written submittal was
requested by the Department at the February 27, 1998 meeting.
The IRA Plan proposes" the 'sampling�of 20 residential wells in
Cotuit . The potential exists for these wells to be impacted with
contaminated groundwater from the Site if it passes beneath
Shoestring Bay. Sample locations are based on identified
groundwater flow paths and topographic features in Cotuit .
Sampling is contingent upon homeowners' availability and approval .
Each homeowner will be provided a copy of the Certificate of
Analysis and a letter providing a description of the laboratory' s
analysis of the sample collected from their well : As stated in the
Thomas and Betts Corporation letter to individual homeowners, dated
March 20, 1998, if data suggests any need for concern orfollowup,
the homeowner will be •immediately contacted. A filial report will
be provided to the DEP, local officials and homeowners on or before
April 10, 1998 .
20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX(508) 947-6557 • Telephone (508) 946-2700
l
-2-
In addition, Thomas and Betts has proposed to conduct
additional tasks to better delineate the discharge location of
site-related volatile organic compounds as part of the work
conducted to support the review of the Class C (temporary) Response
Action Outcome.
The Department hereby approves the IRA plan .with the following ,
conditions/modifications :
1 . A detailed plan for any proposed additional studies to
better delineate the discharge location of site-related
volatile organic compounds must be submitted to the
Department within 30 days of the final report due date
(April 10, 1998) .
If you have any questions, please contact Mark Wood at the
letterhead address or at (508) 946-2874 . All future communications
regarding this site must reference the site number: 4-11904 .
Sinc ely,
erard M.R. Martin, Chief
Site Management & Permits Section
M/MW/cb
CERTIFIED MAIL NO. Z 333 584 123
RETURN RECEIPT REQUESTED
CC : Barnstable Board of Health
Post Office Box 534
Hyannis, MA 02601
ATTN: Thomas A. McKean, Chairman
Barnstable Board of Selectmen
367 Main Street
Barnstable, MA 02601
ATTN: William Rutherford, Chairman
Mashpee Board of Health -
16 Great Neck Road North
Mashpee, MA 02649
ATTN: Mr. Elias McQuaid, Chairperson
Mashpee Board of Selectmen
Post Office Box 1108
16 Great Neck Road
Mashpee, MA 02649
ATTN: Ms . Judith Mills, Chairperson
4u
-3-
cc: Mashpee Water District
108 Cape Drive
Mashpee, MA 02649-3077
ATTN: Mr. Dave Rich
GZA GeoEnvironmental, Inc.
140 Broadway s
Providence, RI 02903
ATTN: Mr. Michael Powers
John C. and Ramuta H. .Bacon #
750 Santuit Road
Cotuit, MA 02635
John T. and Gladys E. McCubbin
206 Thornton Court
Palm Beach Garden, FL 33418
John Sedlack, Tr.
243 Westbourne Street
La Jolla, CA 92037
Enid B. Zimbler
Post Office Box 2007
Cotuit, MA 02635
Robert E. and Regina G. Flynn ;
30 Lincoln Road
Wellesley, MA 02181
- Beth F. McParland
220 Boylston Street, #9018
Boston, MA 02116
Kathleen C. France
20 Bogart Court
Princeton, NJ 08540
Gregg and Roberta M. Ribatt
84 Eldredge Street
Newton, MA 02158
Margaret H. Lloyd
5.24 E. 72nd Street, Apt . 28B
New York, NY 10021
David G. Mugar
222 Berkley Street
Boston, MA 02116
-4-
cc : Benjamin H. Heckscher, Trs .
Maurice Heckscher, II, Trs .
John H. Heckscher, Trs .
5 Guernsey Road
Swarthmore, PA 19081
Richard A. Kraus and Patricia G. Fiero '
12 Clamshell Cove Road
Cotuit, MA 02635
Carl and Bettina S. Sonderegger
605 Popponesset Road
Cotuit, MA 02635
Town of Barnstable
Conservation"Commission
Town Offices
367 Main Street
Hyannis, MA 02601
ATTN: Rob Gatewood
Paul A. and Maureen-K. Tempesta
Post Office- Box 452
Cotuit, MA 02635
Amnon and Prudence Rosenthal
2105 Devonshire Road
Ann Arbor, MI 48104
Wingate and Janet W. Lloyd
4500 Cathedral Avenue, NW
Washington, DC 20016
Jennifer J. Lempke and Robert C. Livingston
Post Office Box 424
Cotuit, MA 02635
E.T. and R.A. Martin et . al . , Trs .
2750 Gulf Shore Boulevard, N. , Ste . 602
Naples, FL 33940
Frances M. Tallman
262 Clamshell Cove Road
Cotuit, MA 02635
Cotuit-Santuit Civic Association
Post Office Box 121
Cotuit, MA 02635
ATTN: Richard G. Barry, President
SCC Coalition
c/o Mr. Christopher Tufts
76 Sampson' s Mill Road
Mashpee, MA 02649
CC : Mashpee Environmental Coalition
Post Office Box 274
Mashpee, MA 02649
ATTN: Mr. Charles Costello
Mashpee Public Library
Post Office Box 657
Mashpee, MA 02649
ATTN: Augat Information Repository
DEP-SERO-Operations
ATTN: Kevin Kiernan, Assistant Regional Counsel
DEP-SERO
ATTN: Liz Kouloheras, Chief, Cape Cod Watershed
DEP-SERO-Data Entry
t
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®1996DeLotme Street All-USA t / a _. .r_. ,._ z.>,• :.:sr,_„•,r? «5-*.{r<. . . .u.
c�5
2%9
Bill Frigon (508)699-0946' i
Manager,Corporate Fax:(508)643-3761
i
Environmental Health&Safety billfrigon/chq/augat@augat
Thomas&Betts Corporation
8155 T&B Boulevard
Memphis,TN 38125
(901)252-5000
www.TNB.com
Thomas efts '
f ;
t
�' i
THE COMMONWEALTH OF MASSACHUSETTS
Obgj46( BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Di-lipntittl Workii Tomitrnrtion Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
....................:r...P� f �� . mil.................................f..-� �-----------. ..........
r M R.5 0e dr ssorLot No.
Q
w er Address
ah s
Installer Address
Type of Building r1 Size Lot--------....................Sq. feet
Dwelling— No. of Bedrooms-------------------------------_------------Expansion Attic ( ) Garbage Grinder
`4 Other—Type of Building ............................ No. of ersons_..._.-__.._................ Showers
aOther
g p ( ) — Cafeteria ( )
h r fixtures
d
Ot e
W Design Flow............................................gallons per person per day. Total daily flow.............................:--------------gallons.
WSeptic Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter................ Depth-_-_._______ --
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.............. ----- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
� Percolation Test Results Performed by-------- ---------------------•--....•--....------•---•-...-----•-•---•... Date........................................
Test Pit No. I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water..---___--_-___-----._..
f% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 --------------------------------------------------------------------------------••......••-•.................................................................
ODescription of Soil---------------------------------------------------------------------------------------------------------------------------- ----------------------- ...................
x
U -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
W -•--•------------------------------------------- ----------------------------- ----------------------------------------- ------ ------------..._......
U Nature of Repairs or Alterations—Answer when applicable---------------�CfO�-...___3-----flow..._c~�i.. .�.g1�.:............
----- ----------------------------••----------------------------------------------.......--------------------------------------------------------...------------------------------------••-••-•...-•-••.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the board of health.
Signed -----------------------------......------------------------------------------------------------------- .................. . -- ------
Dare r�
Application Approved }t .......... i'�— W, :- `�- ................: ._ --------------------------------- ---
= /
Application Disapproved for the following reasons: .......................... . ...........................
----------------------------------------- --------------------------------------------------------------- ---------------------------------------------------------------------------------------- ........................................
Da
Permit No. .... ...� ... Issued -...... ...._��� ...
Dare a.,
------------------------------------------------------- -------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Ge r#ifi ate of Cgompliance
THIS IS TOOTIFY That the Individual Sewage Disposal System constructed ( ) or Repairedby ................. �4l Nv .cccno,V /�) .... -. --/� - --
at ............................I ..l. 1.../'..1 VAC � .! �J� Insraueyl f:.L—S lG --------------------------------------------------------
has been installed in accordan�'e with the provisions of TI/TIE of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. :".: r8ONSTRUED
....`�.. -----_---- dated __......
-... yj=...�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT �f AS A GUARANTEE THAT THE .
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------------------------------------------------..._...------------......---------- Inspector ... .................. ---------- ----------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
NO. ' FEE.. .
1iaponl y nrky-ii Tuno#rurtion "Urrmit
Permission is hereby granted.-------�__'�'_1;4...... `e�!......---•-------------------------------------------------------------------------------
to Construct ( or f e ai; ( a Indivi 4al Sewage D!4*s,P9sal' ystem
at No............. fD. .-.._Pl►11�L_�` .� __... (1 f 't ��++
Street
as shown on the application for Disposal Works Construction Permit No _f_Z_ .......................................��r
....
.......-•----•---•-------------•---------------....----------....-----------------------------------------
Board of Health
DATE--------------------------------------------------------------------------------
FORM 36508 HOBBS&WARREN.INC.,PUBLISHERS
No.._1..�..f....Y . '
�
THE COMMONWEALTH OF MASSACHUSETTS
/ BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliratiun for Mit ial Workii Tonutrur#tun ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
----------------------------- / .........
.............
l ^^ ( coca on- \ddress [, or Lot No.
'j'l` bar
1 j'► - --- ----------------------- --------------------•.............................................................................
W 40wner Address
11 ffh �n rci l }� ..
Installer Address
Type of Building Size Lot............................Sq. feet
HI Dwelling—No. of Bedrooms------------____________________________-._Expansion Attic ( ) Garbage Grinder
aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — .Cafeteria ( )
a
Other fixtures ............................... . . '
W Design Flow...........................................gallons per person per day. Total daily flow............................. ..__._...._...gallons.
CG Septic..Tank—Liquid capacity------------gallons Length---------------- Width-------_........ Diameter................ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
0.4 Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I-------------_-minutes per inch Depth of Test Pit-------------------- Depth to ground water.....................
Gi, Test Pit No. 2................minutes per inch Depth of Test Pit_----------------- Depth to ground water........................
a ---••--•--•-------------------•---•-•-••--••----•••-----•-•-••----------•••-••••••----------•••..............•-••--•--------•••-----••.........-••-.........
0 Description of Soil.......................................................................................................................................................................
x
------
-------------------------------------
---------
._--------------------------------------
----------------------------------------------------
•------------------------
--------------
-.-----------
1�y ---......-•-------------"-----------------------------------------..----. -- ..................................
U Nature of Repairs or Alterations—Answer when applicable---------------�C41�..--___J----... ........�1.1.��. ............
•-------••-------------------•-----•----------------------------------------------------•---•--......-------••-----------------------------------------•-----------•-------•--•-•-•••••........•--.--•--
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the board of health.
Signed ------------------------ ---------------------------------------------------------------------------- .................................------
Date
Application A roved - ------Y--�i -PP PP •Y-- ..... � .._....-- ��e
Application Disapproved for the following reasons: -- -------- --------------------------------------------------------------------------------------------------
----------- - - ------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------- .............................
Dat
Permit No. _ �................_. Issued -------. .. .
Date.............-'-'------- . 1
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
C�er#ifirate of C oraptiance
THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
y .....-----................. I------r 1
at ... - �'..1... l n��. .s :�----------- -l----�----------1...11..0 .S ---------i...._1=...o U 1. -.....
has been installed in accordance with the provisions of TITLE 5�of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. .......... dated ------ .._.. --
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE. .. .. .................. ------------------------------...----------........---- --- Inspector . ---------------_ ------------------------------------------------- ----
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f TOWN OF BARNSTABLE
.......� f. FEE..-�-- ........
�tu�uu�t1 Turku C�unu�r�#tun �rrmtt
Permission is hereby granted........ .__
to Construct ( or Re air ( ).an Individual Sewage Disp.sal ystem
< ,/ p < <
atNo... . ............l!1•<_G(l........................... �! ���� l -G(?t-------------------
_ Street �] ..___1 ...................
as shown on the application for Disposal Works Construction Permit Nok.-_� _ _..��Dated__�-- �z� ......��/
.......................................... ..............................................................
Board of Health
DATE-----•--------------•---•-----------------------------------------------•-----
a
FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS
�G7 �
LOCATION .' -, SEWAGE PERMIT NO.
irk gelt- Qd
VILLAGE -
INSTALLER'SNAME S ADDRESS
- .". N '0cv l[ -f Sd
M,1( 4ells M As t
B U I L D E R OR OWNER
t'IIA.��+ �e��fa� Cov►`rd� � �S
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED /���
3�
J
Fx .................
THE COMMONWEALTH OF MASSACHUSETTS " -
BOAR® OF HEALTH
`TO W oF.-..... fR-1JSt .._.
............... ...----------...... -••----------•---•.
ApplirFa#ivit for Utipug al Workii Tow3 rurtiun Vamit
r
Application is hereby made for a Permit to Construct (b4) or Repair ( ) an Individual Sewage Disp al
System at:
U� T 600& P-cWtl L10-T 13
.....--••-------_........_ • ••-- ------------------------------------------------ --------------------••--------------........-------------•---------•------------................
o atio Addre or Lo
o �Z e.:......_..(LA,� 105 5-PO(S6 S_r 1U K GTWQ 1�S
.....-•--------- ...........................•--•--... .............................------...I..............................
..........................
aGo Owner A n�n 6 S T ess T. �l , .-W U/I J
------------------- --------------•-•-•----...------••---.................--•---......................-----•---------
Installer Address
Type of Building Size Lot............................Sq. feet
V Dwelling—No. of Bedrooms.............. ............................Expansion Attic (ftb) Garbage Grinder
Other—T e of Building _ No. of persons.......... ............. Showers — Cafeteria
Q' Other fixtures ------ ----------------- --- ------ --------- --- --
Design Flow......... ....................gallons per person per day. Total dail ��ow.....4L[C?._........_..,.............V110 s.
ok§95�
Liquid capacity.. _gallons L ngth._�. ..� .. Width..5..�..._ Diameter________________ Depth.?5__._1�__.._- (W f t-ov ! 3 r !p fau r�r,�y¢
x —No..................... Width......... Total Length.._...._.z.__._ Total leaching area.....__.....__......sq. ft.
Seepage Pit No----_-------------- Diameter...._............... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box Dosing tank (nW) �>Z -kb/
'-' Percolation Test Results Performed by.._ !��'1� ._J_....... ?-!C'}Y' ... Date_ ._ laer
_ Vet
w S O i---------
,4 Test Pit No. 1.....�c_....minutes per inch Depth of Test Pit........�Q:._.... Depth to ground ........................
f14 Test Pit No. 2........."2.--..minutesper inch Depth of Test Pit.........1Q.I... Depth to ground water____-_•-...b......_...
Descriptionof Soil----------- ...................................................... T.................................................................................
x
UNature of Repairs or Alterations—Answer when applicable..............................................................................................
-••--•---•-•---••••••••-•••--••---••-••••--•--•---•••••••••••----•-•--••••--•------•-----------=--•••-•---•...••••-•••------••••---•••-••--•-•-••••--••---•-••---•--••-•---•--•••-•.................-•--
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acco nce with
the provisions of TITLE 5 of the State Sanitary 69de— The undersigned furt, agree o o place system in
operation until a Certificate-of Compliance has b 'ssued by thboa d fhieal G
Sig . ----••---------••-•-----....... = ............... 3
Application Approve ... �_-•-••y
Date
Application Disapprove or a following reasons---------------------•-------•--•-----------------------------------------------•-----------------------•-....._
..............•----------.....-------•--......--------------...-•---------•---._..•..---------------...--•--•-•-•-----•--••-••••••••------•-----••••-•••••••----••••-----•-.........••-••••-•---•-•-••--
Date
PermitNo......................................................... Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACH
SETTS
BOARD OF HEALAH
Application is hereby made for a Permit to Construct or Repair an Individual Sewage Di sposal
System at:
Owner
ess
Installer
Address
Dwelling—No. of Bedrooms....... ................Expansion Attic (kz) Garbage Grinder (16"
Z Other Distribution box Dosing tank (1,1-0) 16)
Test Pit No. 1.....�X-----minutesperinch Depth of Test Pit......... .... Depth to grount
A waer................il-------
44 Test Pit No. 2........Qn.-minutes per inch Depth of Test Pit.......... Depth to ground water.........10
� -_-._-'--''_._-.---..----_'----_----______---_-----.----_--_--_---.--.-''--_'_-_____
Agreement:,
The undersigned agrees to install the uEorcdcsczB6cd Individual Disposal System ioaccordance with
the provisions of TI'A IE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
� operation until a Certificate of Compliance has been issued by the board ofhealth.
" -.----'-.---------.'-----...-_----'_----_.----_--_--\^ � �___' __-
� . Date
Permit ���' - -
, oo�
� |
' THE COMMONWEALTH orMmaSmznusErrs �
� .
BOARD OF HEALTH
RTIFY, That the Individual Sew,
age Disposal,�jstem com5tructed or Repaired
has been installed in accordanc with the provisions of T I T L:E 5 of The State'Sa i iry Cod ,.,
application for Disposal Work 7Constru, 19 1"
/
/
\
SYSTEM WILL FUNCTION SATISFACTORY.
�
�
/-/ az- ��
TOWN OF' BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION
OWNER AND INSTALLER INFORMATION
a4 �G
ADDRESS: 16101;P 1'_lf;R, 6%,Zr'/`MAP NO. PARCEL(NO./�rr���
OWNER NAME: !'J 9' 1-2110 !/> L _ VILLAGE- c o'f
INSTALLATION DATE: � i lIg BY:
7 l
ADDRESS: °' CERT. NO.
TANK INFORMATION
LOCATION OF TANK: "t'.�l+ i
CAPACITYa 9 r?ri TYPES�IjL c.0 . i5 ,�c4=&AGE Yl? FUEL/CHEMICAL
TESTING CERTIFICATION. C ]- PASS C ] FAIL DATE
LEAK DETECTION C)(3 CHECK IF,'N/A TYPE/BRAND
r
ZONE OF CONTRIBUTION C ].YES Cam] NO DATE TO BE REMOVED
FIRE DEPT. PERMIT ISSUED C ] YES r'. C)(] NO DATE
CONSERVATION C CHECK IF N/A , 1- DATE i
BOARD" OF HEALTH TAG NO { ]E. ]C (3 C ' ] DATE
PLEASE. PROVIDE A:`SKETCH' SHOWING: THE ;TANK LOCATION ON .THE BACK OF. THIS CARD
AA A/z-5
F�
7
TOWN OF BARNSTABLE
UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS
NAME '
ADDRESS , �O� (644- "-kQ—VILLAGE
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE:
OR CHEMICAL
(Give same information for any additional tanks on reverse side of card)
DATE OF PURCHASE OF EACH: 1. LC 7/d 2. 3. 4.
DATE OF FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED:
PASSED DID NOT PASS
A P P R O V E D
Barnstaole Conservation Commissiun
ib?nod Da e�
O.� G a TOWN OF BARNSTABLE
UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS
NAME A&614/ �/✓�L�A1✓�fi�Lr�A'.4 iiV� O� G��1� Cd �' ✓
ADDRESS VILLAGE
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE:
OCHEMICAL SQL Anll�
/ xiezr !HI ,eIC,�T siaE Yin Cc�o ieefTdL• Y' Imo'/ d� 24_s. VV,t >yn,
(Give same information for any additional tanks on reverse side of card)
DATE OF PURCHASE OF EACH: 1. �53 2. 3. 4.
DATE OF FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED:
PASSED DID NOT PASS
t TOWN OF BARNSTABLE
UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS
NAME uq u+c N c ke rso in
ADDRESS VILLAGE
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE:
OR CHEMICAL
St—N-q � 6 , s+e e
(Give same information for any additional tanks on reverse side of card)
DATE OF PURCHASE OF EACH: 1. 2. 3. 4.
DATE OF FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED:
PASSED DID NOT PASS
+• a
P
Mr. Au � �S
gusta F.- Nickerson
9.4 Main 'Street. . 4.
Hyannis Ma .
. f
*,, +a. \ � Via,; yy .. - •'
F i ' ens -Centex Street Hyannis 4,
11
�f
5 t C � •r J •1• t • <A I . 1 4. 5• .�+ ". « M � �!*a . _ . ' 'ysa< -.
vl
. x
^S
r a -
�' .. NAME VOCATTON
E/s Center $t, Hyannis
IJICKERSO9, Alwllsta. F..
9tF Mair.. St.
Hyann9.s! Vass.
BOOK pA E DATE GRAFvrf AMOMIT $TORED
'37/229
DATE.PAID
LIAR 2 1980 `
LIAR ' 0197..5
IAAR o.4 1976
MAR 1-11977
MAR 9 ,: 19
TOWN OF BARNSTABLE
f' UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS
NAME (�(•�
ADDRESS VILLAGE �- /✓Qh�liliL _d
A
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE:. ,
a .
OR CHEMICAL
(Give same information for any additional tanks on reverse side of card) �� O
f
DATh OF PURCHASE OF EACH: 1. 2. 3. 4.
DATE OF FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED:
PASSED DID NOT PASS
r`
,
Y 4' •
Vr,,, David: Nickerson '
: . d/b/a W. M. -NickersonrCo A
Main °Stree,t�-
' Barnstable, Ma.
16
t r '
Maan' `Street, Barnstable r
,y� i. Y .`'� +' .r{" aF yr a •r
.r
•
r t,�, •t z,` L �� 4• � : t * # Rt � °� { �; 1 .tt ,�,, ^r•'o .,r1 ,t ` �^ ..
f , 1. •h �i 41 �Y .. • -�?rL 3 '� < �-jt•,ssr(, ; SiA �s i;3=.�
" � � � te. .. ..1�} }, f x 4` ^74 i,• tx _,� t' 1 "� t t. •t. ,C �. y-_
�x'"
a 4
. t
- s .
NAME David,Nickerson ;(Per conv. on j%6&&with Violet Be)
f I I dfb/a W.M.Nickerson Co.
7 NICKEMON, _ C CQ]3'• Main Street
r Main St. Aarnstable
Barnstable, Mass,
BOOK & ?AGE - DATE GRAWFrED AMOURIP STORED
77/?0 Jun.9 1., 1.954
DATE RA.
ril 6
1973AP-
MAR 15 1974
MAY ? 5 197E
April 19, 1977. -
T�
t4 von- oo6
SMEA®
KEEPING YOU ORGANIZED
No.10334
2453L
MADE W USA
GET ORGANIZED AT SMEAD.COM
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C 466 . 28
N 86 *33 ' 30 "W 5 2�
506 . 98
LOT P
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P"`i NAdZ IN TREE
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-
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_--- DATE DESCRIPTION Drawn by Checked by
R E V I S 1 0 N S
1D
PLOT PLAN
OF PROPOSED SEWAGE DISPOSAL SYSTEM
LOT 1 PREP EU FoR $
f1DDp ,1,OZ,9r4D ID.r/E ,4// �'EL. //� '��I��IN� \ p �
OF f1 i it � FOf� LOT 13 Fll, 1 JUIGKSET C-DVE. �Kll
HO USE CoTU) T� B,!PPS S ABLE
/ N -
kale : PS NO - Dote. SEPT 1} 1983
TITLE REFERENCE' h4lme 5 and me Brat h , inc. � PHILIP
civil engineers and land surveyors ��
�� GoIJRT f'lh► ! 34-(3ro `" 9 �' yQ DEARGCtRN
220main street HOLMES
NOT E _ ---- -- falmouth , ma. 02540
THE NORTH ARROW IS DERIVED FROM RECORDED PLANS OR DEEDS. _ - �- - Drawn By MM Checked By MESJ
THE NORTH ARROW SHALL NOT BE JSED FOR ORIENTATION FOR SOLAR HEATING PURPOSES -!- -
--------- -- --
ASSESSORS MAP N° JOB Ng 3 =-- DWG.N4 3�- a- � SHEET I OF 2i `'ATE ASSESSORS
�IviL E GIN
-"---Finish grade above and ajacent to system shall slope a min. of 2 % away from system S01 L T EST
- 4"diam.cost ron or Schedule 40 PVC pipe (install with tight joints. DATE OF SOIL TEST D�_ )0 1980
--___ 20'minimum distance ( building to edge of leaching system) TEST TAKEN BY 154"D J E�RTRPND PE*
- 10' min. dist. ---- --- RESULTS WITNESSED BY PAL4- AA0PYV<Y
PERCOLATION RATE '2L MIN./ INCH.
GROUND WATER P<T lo' "2'�
' � Cyr & ISl.1' DS ViZvl;`fl►.1,G .,
22
i
I SOIL LOG
First Floor
EIev.= /l 3, -� TWO-4'Hidex elgng FLOWDIFFUSORS� 3,
/Q8 Pr3D?GSED N° I N° 2
J0 ¢ PRo 10' D I Soils EI v Depth Soils v.
Vent D. P/TGN �' ---- - S = 0.005 - - -- - - D 9. I 8•
Backwater ° 1 Removable iz„MIN, s-- 3 41 3 LOAlvI °ram
° covers `
Val 5=0.02 F�L-L' Removable 5=p.
i S = O•ol cover if 12'min7l,
o — R129Removobleccver Clecn back fi U "_�
°e o a oe,e.°oaa ° < -4-4 tc I,/ washed stone �- 1 L `�
C co a q n O e o a o o a o 0°00 a 6 18_ „Q °e°0000ap O t' oe moo' an all sides covered - - - -
° DIST g°r'. G O g q O O a O O o o n�° S Uo00 0 ° a a U ao o • „
—SEPTIC TANK - pI with a 2"layer of 8 to
c - � BOX Bottom ELEV. :
aC 2 washed stone. P.ace A L.
ti > v - ° > �> '> '> 4.3r Hardware cloth all #
L1J ltJ m y a)
GoaiZ,�
•.-s a .. v - ..<;•
W W W W cround to Keep stone
> {2 `'�"�� � "'''�' "''` CROSS SECTION u> > > y from getting inside of
C c� c .2 9' W
�- FOUNDATION DESIGN _o.g wp F� IN -�T FT 1 — � NOT TO SCALE chamber.
BY OTHERS P RO F I LE
Outlet NOT TO SCALE 10 10'
Knoc-ko-ut—s
a
INLET --► OUTLET-it- N All outlet pipes from the distribution box shall
be set level for at !east 2 from the box. BASIS OF DESIGN NOTES
:m
i . NUMBER OF BEDROOMS�_(EQUIVALENT TO Z20 G.PD. ) I. NO CHANGE TO THIS SYSTEM SHALL_ BE MADE UN -
Knockouts GARBAGE DISPOSAL 'UNIT
nutlet YES LESS APPROVED IN WRITING BY HOLMES AND McGRATH,INC.
3 LEACHiNG GAPAC,TY REQUIRED 330 G. P D. 2. A COPY OF THESE PLANS SHALL BE KEPT ON SITE
2' -0" 1' - 2" 4 SIDE AREA PROPOSED�SQUARE FEET DURING CONSTRUCTION.
a' Oncrete.:.eo eer _.o: 2 Conc -cover 5. BOTTOM AREA PROPOSED 220 SQUARE FEET. 3. A COPY OF THESE PLANS SHALL BE FURNISHED
6. PROPOSED LEACHING CAPACITY -G.PD. TIC -HE CONTRACTOR INSTALLING T:_I1_: SEWERAGE
INLET— Cutlet � � Outlet 7. WATER SUPPLY: WELL, DISPOSAL SYSTEM. '
OUTLET Knockouts 2'min � Knockouts B PRECAST REINFORCED COIN1CRETE UNITS , 4. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL
—In H- 10 DESIGN LOADING. 6
1 OVER DISPOSAL SYSTEM DURING OR AFTER C(JASTRUC-
1 --- ��- .5.*
°: It �..
a 6 min. 6- a 6 min. TION
-
-- - -- —
;•4 '� ;�•y.:y �ti,.. tee. �;,Q� r�4.,. :. a '_ _o .p ._.. d�• � t•--8n--------,r;r------ ------i- ----------- i 5 ` .�� � E
SEWAGE DISPOSAL SYSTEM SHALL BE C -STRUCTD
S 7 ' a Cleonout and
TYPICAL DISTRIBUTION BOX I ,��4 �1tTERS Incover�on ; ; A IN ACCORDANCE WITH TITLE 5 OF THE STATE
CALF: I r, = I.-Ott ------ ----- ---- -------------
S o 1 t------- - --- -- -- --- --- --- --------- ENVIRONMENTAL CODE.
T
�_- _-�___ ^___-:____________� BEFORE 9ACKFILI ING THE SYSTEM THE CONTRACTOR
A It
' -- - ---- ----= I SHALL NOTIFY HOLMES AND McGRATH, INC. AND THE BOARD
�-- •- I -- --� - _� * —REINFORCED ; ; OF HEAL rH AGENT TO INSPECT THE SYSTEM AS
1
�_------------ ----- ------ -li-- ----------- CONSTRUCTED.
I I I I 4.11 access Manhole covers for Septic Tank,
00
_11 Cistribution §ox and/or Leaching Pits set
INLET �� , I �`','' OUTLET more than 12 below finished grade shall be
•n: - I PLAN VIEW
raised towithin 12"of finished grade. �' 0
_ _ ._
-_- --- \ Galvanized -
_ `` I Lifting Hooks --
- -- - 4
Metal frame a cover or concrete cover
i /y,�y/8,/ /4.EDU� .s/Zf Df .SEdt/�16E SY.SjE/t1
over "T's" where regjred. ----- _Ll ._----_.-.---
I
Concrete block masonry 6. 2Yti• n �2r 1 F , n DATE DESCRIPTION town by Checked by
STEEL REINFORCED PRECAST C` J"BETE _ r or
') - _
Brick masonry
Fo� 4.
„ 3,-i � Knockout
Removable covers B nl r f C �—�, ---SID E ---VIE-W- - --9-„
----
PLOT PLAN DETAIL I L
ft. -_ .i 12„
_ -ti. 3"min.ctearancerequired ^ 13rr : INLET"T , I -- .leanout and Inspectinn .cover. OF PROPOSED SEWAGE DISPOSAL SYSTEM
INLE Tt�-- :. _� .2 min. nlet to outer 6 min. --- 4 0 -- -- - z
. - _
r, ED FOR
Liquid level�-��' ---1 - —L— — --- 2 - -- - -- ---- --. - - PREFAB
IQ min. l �- -���_r 1�� I'NG
--�- _
• v min.
- �''
o
c - - e 6'- 0 8" 1 c T " �- ,° �}Z T i PINQu 1Gl�St=T C�n✓E CIRGLE sN
a - - '
�� I -E ___ + O C] q L_J C+l C: l C� iI�
3 14 nOCkOut For - -- 112"Concrete >I� --
_---- � Q - ---.—. _ _- __ 24 --- rrench Installation --
- 1 " Scale 4� shown Date:
J I LL _J -- ----- SECTION B - B SECTION A - A
-.
�,�" �' TYPICAL FLOWDIFFUSOR `� holm es and mcgrath , inc. . `
' 11 - _ �� NO SCALE 220 main Civil I es streers et
land surveyors
TYPi �:,AL lsDO GALLON SEPTIC TANK ® DENOTES REGISTEREC TR4cE NAM;-:. Falmouth , ma. 02540
Drawn By MP-M Checked By m P.°D.k-1• �'� " �
JOB N° 30� DWG.N2 33 a SHEET 2 OF 2 D I 9 • 9�
O ,rli
1.
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N 86 '33 ' 30 "W
486 . 28 cti� AREA �
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N 86 '33 ' 3011W
506 . ga
LOT F
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,r
I Sr,3GE .9/3fA
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r HOUSE �
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it AND STUDIO
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r Y � i •�iY � \����\����� � �v p� �' � �,C%CED 4L0�6 J�E .S/Of Q�T�/F Df�/!!�kAy.
FEB.10,$ Added Existing Structures - New Houses WLW
OAT/1/9 /4 W- 11Z Y/
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% \\\ ;-, -• DATE DESCRIPTION Drown D�1 Chedoed
t 10— R E V I S I 0 N S
3�
Nor�s•� . � PLOT PLAN
s ---* OF PROPOSED SEWAGE DISPOSAL SYSTEM
fLDDp ,r,01.,2`3D ID.f/E A;/ 1E1. //� I certify that the buildings r y ��;�,N C- ��I�n FOR
,� � P1�ti AR L I KI v TU ICJ GIN ERAC- �� TR1�G711`1 G
are located in Flood Plain Zone ?� A
All as shown on Flood Insurance f" = I certify that the buildings
FOR LOT ;3 PINOU►Gt,St=-1" C� 1� G�P�G�..E- ��
Rate Map Community Panel No . are located on the lot as shown, � �
250001 0015 B and that their locations conform �n''T B�'S►Rl�fS TAB�_E +ems
and that =food Plain Zone All to the minimum setback requirements ` f1 , /_ Scale r.� NOTEo Date.' sEPT Iq , 1983 ,,>�-`" ,•..,
ALL DETAILS EXCEPT EXISTING HOUSE AND BOATHOUSE ARE PROPOSED. of the Barnstable Zoning Bylaw . - -- - _-� — - --- .� `�
is a spe: ial Flood Hazard Area TITLE REFEkF►4�E' hoimes and megrath , inc. E . ON
P .: 1�}. . evil engineers and land surveyors t
220 main street
Date Registered Land Surveyor �y Date Registered Land Surveyor faimouth ma 02540
' 7C _
A •H 4. w'-!' A Drown n ! r
8 Y _ necked 8 Y o.,fF.` rT
- N4 ' DWG N° x
�t08 SHEET 1 OF ? c=� {