Avis Circle Environmental Site Assessment Phase I Clough Habour Avis Circle Subdivisionl
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MODIFIED PHASE I
ENVIRONMENTAL SITE ASSESSMENT
at
Avis Circle Subdivision Open Space Area
Northampton, MA
C~ CLOUGH, HARBOUR
6 ASSOCIATES LLP
ENGINEERS, SURVEYORS, PLANNERS
l CLOUGH, HARBOUR
C & ASSOCIATES LLP
LC H ENGINEERS, SURVEYORS, PLANNERS
LANOSCARE ARCHITECTS
L 450 COTTAGE STREET
SPRINGFIELD, MA 01 1 04-321 9
n TEL: 413-746-0796 - FAX: 413-746-0995
11 www.cloughharbour.com
-l February 2, 2000
Mr. and Mrs. Theodore Towne
n 67 Division Street
J Easthampton, MA 01027
J RE: MODIFIED PHASE I - ENVIRONMENTAL SITE ASSESSMENT
AVIS CIRCLE SUBDIVISION OPEN SPACE AREA,
- NORTHAMPTON, MASSACHUSETTS.
LJ CHA PROJECT NO. 8986
Dear Mr. and Mrs. Towne:
Enclosed please find one copy of our Modified Phase I - Environmental Site Assessment
for oil and hazardous materials prepared for the above-referenced property in.,
Northampton, Massachusetts. The scope of this study was limited to a Modified Phase I -
Environmental level review per our signed contract with you and conforms to ASTM. E
1527-97 standards.
Should you have any questions regarding this Environmental Site Assessment,
please contact our office at your convenience.
J Sincerely,
n CLOUGH, HARBOUR & ASSOCIATES, LLP
~J ENGINEERS, SURVEYORS, PLANNERS
& LANDSCAPE ARCHITECTS
Lynda B. Stark, E.I.T.
J Assistant Engineer
Reviewed and Approv y:
C~
Raymond C. Levesque, C.E.P.,
u Associate Principal
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~ J I:\8986 Avis Circle\ESAPhasel.doc
Offices Throughout the Eastern United States
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__-"Satisfying-Our_.Glients..by_Afe_eting. Titeir_iYf eds_Througlr_Derlicated People Committed to Total Quality.
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MODIFIED PHASE I
ENVIRONMENTAL SITE ASSESSMENT
of
AVIS CIRCLE SUBDIVISION
OPEN SPACE AREA
NORTHAMPTON, MA
Prepared For:
Theodore Towne
67 Division Street
Easthampton, MA 01027
January 2000
CHA Project No: 8986.07.20
I
Prepared By:
CLOUGH, HARBOUR & ASSOCIATES LLP
ENGINEERS, SURVEYORS, PLANNERS
& LANDSCAPE ARCHITECTS
450 Cottage Street
Springfield, MA 01104-3219
(413) 746-0796
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QUALIFICATIONS AND CERTIFICATION STATEMENT
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This Phase I Environmental Site Assessment was performed by a qualified environmental scientist
employed by Clough, Harbour & Associates LLP (CHA). CHA, a full service engineering
consulting firm with offices throughout the eastern United States, has the resources and the
capabilities to perform Phase I Environmental Site Assessments. The individuals responsible for
the preparation of this report meet the definition of an Environmental Professional as defined by
Section 3.3.11 of the American Society for Testing and Materials (ASTM) Standard Practice 1527-
97.
This report was prepared expressly for the use of Theodore Towne and the City of Northampton,
Massachusetts. No other parties are entitled to rely upon this report unless CHA's express written
consent is first obtained. All conclusions drawn were based on CHA's review of available historical,
regulatory, and site specific information pertaining to this project. These conclusions were submitted
based on CHA's knowledge, experience, and professional judgement concerning Phase I
Environmental Site Assessments.
7-1I
ESA Performed By:
Lynda B. Stark, E.I.T
a Assistant Engineer II
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ESA Reviewed By:
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Ra and Levesque , C.E.P.
Associate Principal
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Clough, Harbour & Associates LL`PP i Phase 1 ESA
CLOUGH, HARBOUR
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ENGINEERS. SURVEYORS. PLANNERS
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TABLE OF CONTENTS
1.0 INTRODUCTION .....................................................................................................................1
2.0 SCOPE OF WORK
2
2.1
2.2
Site Setting
Historical Land Use
2
2
2.3
Site Screening
2
2.4
Regulatory Record Search
3
2.5
Subsurface Investigations
3
2.6
Additional Work
3
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3.0 SITE DESCRIPTION .........................................4
3.1
General ........................................................................................................................4
3.2
Neighboring Properties
.4
3.3
Site Geology and Hydrology .......................................................................................4
3.4
Site Topography ............................................................................................................6
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3.5
Wetlands ......................................................................................................................6
4.0 SITE HISTORY
..7
. 4.1
Historical Research
7
4.2
Sanborn Fire Insurance Mapping
..8
4.3
Aerial Photographs
..8
4.4
Local Government Offices
..8
4.5
Site Contact Interview
..9
4.6 Previous Investigations
5.0 SITE SCREENING
..9
11
5.1
5.2
Fuel Oil and Hazardous Material Storage Facilities and Containers
Polychlorinated Biphenyls (PCBs). .
11
12
5.3
Stressed Vegetation
12
5.4
5.5
Stained Soil and Surfaces
Chemical Odors
12
12
5.6
Location of Water Wells Relative to Storage Tanks
13
5.7
Visual Evidence of Improper Waste Disposal
13
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5.8
Water and Wastewater Distribution Systems
13
5.9
Lead Paint Potential
13
(1
5.10
Suspect Asbestos-Containing Building Materials
13
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6.0 REGULATORY RECORDS REVIEW
14
6.1
USEPA CERCLIS and NPL Lists
14
6.2
USEPA RCRA TSD Facilities
14
6.3
USEPA RCRA Hazardous Waste Generators
15
6.4
6.5
Massachusetts State Equivalent CERCLIS (SCL) and Priority (SPL) Lists
Above Ground and Underground Storage Tanks/Facilities Including State Leaking
15
Underground Storage Tanks
15
6.6
Hazardous Substance and Petroleum Spills Inventory and Emergency Response
Notification of Spills (ERNS)
15
6.7
Massachusetts State Solid Waste Facilities Lists
17
7.0 SUBSURFACE INVESTIGATIONS 18
7.1 Monitoring Well Installation and Sampling ..............................................................18
7.2 Estimated Ground Water Occurrence and Flow ........................................................19
8.0 SUMMARY & CONCLUSIONS .............................................................................................21
8.1 Summary of Conditions ...............................................................................................21
8.2 Conclusions ...............................................................................................................22
9.0 RESOURCE SUMMARY .......................................................................................................24
10.0 'LIMITATIONS ........................................................................................................................25
FIGURES
a FIGURE 1: Site Location Map Follows page 1
APPENDICES
U APPENDIX A: Site Photographs
APPENDIX B: VISTA Regulatory Database Report
APPENDIX C: Site Plan
APPENDIX D: Boring and Monitoring Well Data
Boring Logs
Groundwater Observation Well Report
Monitoring Well Installation and Sampling Procedures
n Monitoring Well Gauging and Sampling Report
-J Groundwater Flow Calculations
APPENDIX E: Laboratory Data Reports
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7.3 Soil Analyses and Results 19
7.4 Groundwater Analyses and Results 20
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MODIFIED PHASE I ENVIRONMENTAL SITE ASSESSMENT
of
AVIS CIRCLE SUBDIVISION
NORTHAMPTON, MASSACHUSETTS
1.0 INTRODUCTION
n At the request of Mr. Theodore Towne and in communication with Mr. Wayne Feiden, Director of
I~ Planning for the City of Northampton, MA, Clough, Harbour & Associates LLP (CHA) performed
n a Modified Phase I Environmental Site Assessment (ESA) of The Avis Circle Subdivision Open
l~ Space, located in Northampton, Massachusetts (See Figure 1), which is referred to herein as the
subject property. The subject property is currently owned by Mr. Theodore Towne and consists of
approximately 16.1 acres of land mainly classified as urban residential.
The purpose of this assessment was to identify recognized environmental conditions, as defined by
the American Society for Testing and Materials (ASTM) Standard Practice E 1527-97, associated
with the subject property. The term recognized environmental conditions is defined by ASTM as
n the presence or likely presence of any hazardous substance or petroleum products on a property
~l under conditions that indicate an existing release, past release, or a material threat of a release of any
hazardous substances or petroleum products into structures on the property or into the ground,
a groundwater, or surface water of the property. The term is not intended to include de minimis
conditions that generally do not present a material risk of harm to public health or the environment.
Similarly, the scope of this assessment was also to identify the potential for a release or a threat of
J release of oil and/or hazardous materials as outlined in the Massachusetts General Law, Chapter 21 E
and the Massachusetts Contingency Plan (MCP), 310 of the Code of Massachusetts Regulations
(CMR) Part 40.0000.
a The Modified Phase I ESA Report has been prepared by CHA to provide a general description of
the subject property, any structures occurring thereon, and the site vicinity; discuss the current and
historical usage of the property; perform limited subsurface investigations; and identify the presence
or absence of recognized environmental conditions in connection with the subject property.
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FIGURE 1: SITE LOCUS
CLOUGH. HARBOUR Avis Circle Subdivision
I A & ASSOCIATES LLP Northampton, MA
ENC311'EEPS• SL.FR/EY0=;S. PL.A1V1EF:S CHA Project No, 8986.07
6 L X JOSCAPE APXD-nEC"T'^
450 COTTAGE STREET -SPRINGFIELD, MASSACHUSETTS Map Reference)
01104-3219 - TEL, (413) 746-0796 Easthampton Quadrangle
FAX: (413) 746-0995 by United States Geological Survey
Map Photorevised: 1979
SCALE, 1' = 2083' DATE- 1/28/00
f \A936\SITE-LDC.DWG
2.0 SCOPE OF WORK
The scope of work for this Modified Phase I ESA consisted of a number of work elements including
a review of the physical property setting, a historical review of the property, a property screening,
a review of state and federal regulatory records and limited subsurface investigations of soil and
groundwater. Each work element is described in greater detail below.
2.1 SITE SETTING
A description of the physical setting of the property, including geology, hydro-geology, topography,
and surface water features was compiled by reviewing published information for the general vicinity
of the property. Published sources reviewed included county soil surveys, geologic maps,
a topographic maps, and local groundwater well maps\records.
2.2 HISTORICAL LAND USE
CHA has documented the historical land use of the property through review of a number of records,
a such as:
• Historic fire insurancemaps.
• Land title records.
• Site contact interviews.
• Local government offices.
• Local library historical section.
2.3 SITE SCREENING
n A screening of the site was performed to identify visible environmental concerns such as those listed
J below.
n Fuel oil and hazardous materials storage.
I~ • Aged electrical transformers and switch gear.
• Stressed vegetation.
• Stained soils/surfaces.
• Chemical odors.
• Neighboring land use.
Vicinity of wells to existing underground and/or aboveground tanks.
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• Visual evidence of improper disposal of waste.
• Site topography/regional geology/hydrology.
• Potable/wastewater distribution systems.
• Lead paint potential (no sampling).
• Suspect asbestos-containing building materials (no sampling).
2.4 REGULATORY RECORD SEARCH
A review of local, state, and federal records was performed to identify the presence or occurrence
of solid waste, hazardous waste, or petroleum products on the subject property and on properties
within specified search radii of the site. The following records were reviewed:
•
Federal NPL list (1.0 mile)
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•
Federal CERCLIS list (0.5 mile)
•
Federal RCRA TSDF Corrective Actions list (1.0 mile)
•
Federal RCRA TSDF Non-Corrective Action list (0.5 mile)
•
Federal RCRA hazardous waste generator list (0.125 mile)
•
State list of inactive hazardous waste sites (1.0 mile)
•
State list of solid waste sites (0.5 mile)
•
State registry of petroleum and chemical bulk storage facilities (0.25 mile)
•
State leaking underground storage tank registry (0.5 mile)
•
State active spills inventory (0.5 mile).
•
State Major Oil Storage Facilities Report (0.25 mile)
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2.5 SUBSURFACE INVESTIGATIONS
a Subsurface exploration activities, including the installation of soil borings, and monitoring wells;
as well as soil and groundwater sampling were included in the scope of this project.
ADDITIONAL WORK
2.6
a Test pits and surface water sampling were not included in the scope of this project. In addition, the
scope of work for this project does not audit or address compliance with any federal, state, or local
laws, regulations, ordinances, or codes.
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3.0 PROPERTY DESCRIPTION
3.1 GENERAL
The subject property, including the subdivision of the land was purchased by Mr. and Mrs. Towne
in 1993. At that time one house existed on the subdivision land but was not occupied. That house
remained empty until 1995 when several acres of the property were graded and construction of the
subdivision began. The original site structure was incorporated as lot number 7 of the 14-lot
subdivision. At the time of the property screening all 14 lots of the Avis Circle Subdivision were
developed. The area is currently known as Ryan Road Estates. The extent of this investigation
included the 16.1 acres of open space surrounding the subdivision (subject property) that is to be
turned over to the City of Northampton.
The subject property is zoned as urban residential. Utilities servicing the property include public
sewer, water, electricity, and telephone. The property is composed of a combination of open field
and overgrown forested areas. Scrubby grasses, brush, small trees and weeds cover the majority of
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3.2 NEIGHBORING PROPERTIES
The subject property is located in a residential area in Northampton. Residences border the subject
property to the northeast, south and east including across Ryan Road. The remainder of the property
abuts undeveloped woodlands that are currently owned by the City of Northampton.
3.3 SITE GEOLOGY AND HYDROLOGY
The soils on the subject property are classified as Pits, gravel [Pg], Hinckley loamy sand, 0 to 3
percent slopes [HgA], 3 to 8 percent slopes [HgB], and 15 to 25 percent slopes [HgD] by the Soil
Survey of Hampshire County, Massachusetts. The Soil Survey was published by the United States
Department of Agriculture, Soil Conservation Service in December 1981.
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The Pits, gravel consists of irregularly shaped areas from which gravel has been removed for
construction purposes. The areas range from 2 to 100 acres or more. The pits are 3 to 50 feet deep
and mainly have steep sides and a nearly level floor. Piles of stones and boulders are commonly
j scattered on the pit floor. The pits are generally devoid of vegetation, although some older ones have
1 scattered bushes, grass, and annuals. Areas of this unit are generally poorly suited to farming,
LJ woodland, and residential development.
Hinckley loamy sand is a deep and excessively drained soil. Unit HgA consists of a nearly level soil
in broad areas; map unit HgB consists of a gently sloping soil on hills and ridges and on side slopes
n of small drainageways; map unit HgD consists of soils on the side slopes of hills and on narrow
J ridges adjacent to flood plains. Typically, the surface layer is dark grayish brown loamy sand from
4 to 8 inches thick. The subsoil is 15 to 21 inches thick. It is loose, brown loamy sand in the upper
3 to 5 inches and loose, brown gravelly sand in the lower 12 to 16 inches. The substratum extends
a to a depth of 60 inches or more. It is loose, brownish yellow, stratified sand, coarse sand, gravelly
sand, and gravel. The permeability of these Hinckley soils is rapid in the subsoil and very rapid in
the substratum. Available water capacity is low. The root zone extends into the substratum, but root
growth is restricted by loose, stratified sand and gravel in the substratum. Reaction in unlimed areas
~I ranges from extremely acid to medium acid. Most areas of these soils are in woodland. Some areas
~~JJ are farmed and some have been developed for homesites. These soils are suited to cultivated crops
u and to hay and pasture as well as growth and harvesting of trees. However, droughtiness is a
i~ limitation that causes a high rate of seedling mortality and irrigation is needed in most years. These
a soils have essentially no limitations as a site for dwellings. Slope is a limitation of the soils as a site
for small commercial buildings in. units HgB and HgD.
According to the Bedrock Geologic Map of Massachusetts the underlying bedrock appears to be
f igneous in origin.
I
n According to the Flood Insurance Map for the City of Northampton, MA, effective April 3, 1978,
J the subject property is located in the area designated as Zone C. Zone C represents areas of land
located beyond the limits of the 500 year flood plain.
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The actual direction of groundwater flow beneath the subject property was not determined, however,
based on regional topography and previous investigation of the site groundwater is assumed to flow
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northeast across the property. No surface water features were observed on the property at the time
of the property screening, other than the northern outflow of the detention basin.
3.4 SITE TOPOGRAPHY
The elevation at the subject property is not uniform over the entire site. The subject property exhibits
a relatively level terrain where it is adjacent to the subdivision while the overall general topography
of the subject property slopes downward to the north toward the Mill River. The USGS, 1979, 7.5
Minute Series Topographic Map, Northampton Quadrangle, indicates that the elevation of the
subject property grades from approximately 350 feet above mean sea level down to about 250 feet
above mean sea level.
3.5 WETLANDS
There were no wetlands observed on the subject property at the time of the property screening.
However, there is a small brook that flows easterly just north of the subject property. This brook may
be classified as a stream under the Massachusetts Wetlands Protection Act. Moreover, a fringe of
bordering vegetated wetland may exist in the area north of the subject property toward the municipal
well. No statement as to the status of this brook and its associated wetland areas has been made in
this report.
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4.0 SITE HISTORY
4.1 HISTORICAL RESEARCH
The chronology of property ownership was established via historical research completed at the
n Northampton public library as well as City offices. The purpose of the previous ownership search
L 1 was to establish past property ownership that may have environmentally impacted the subject
property. Attempts were made to trace property ownership for a minimum of 50 years with an
emphasis on the transfer or lease of lands to corporations or industrial/manufacturing facilities.
According to previous reports on the subject property made available to CHA by our client, prior
to its purchase by Mr. and Mrs. Towne in 1993, the property was the site of the Misterka Gravel Pit.
a According to Mr. David Hawthorne, previous operator of the gravel pit, Mr. Misterka operated the
gravel pit from the late 1950's until 1972, at which time Mr. Hawthorne took over operations which
a continued until 1990. According to Historical Street Directories. reviewed at the Northampton
Library, a sand and gravel pit also operated at 115 Ryan Road in the early 1930's. Mr. Hawthorne
a believed that a gravel screening plant was located at.the property in the 1930's which was torn down
prior to the purchase of the property by Mr. Misterka in the 1950's. Mr. Hawthorne admitted that
~J while he was operating the gravel pit he allowed some construction debris, including asphalt,
concrete, and bricks from his construction and paving operations to be dumped at the property.
a
Mr. Peter McErlain, Northampton Health Agent, indicated that the Health Department was aware
that this dumping, as well as some illegal dumping of trash and motor oil, had occurred at the site.
Mr. McErlain indicated that at some point in the past cars had been driving into the gravel pit,
performing oil changes and leaving the waste oil on the ground. While there was never any formal
complaints filed, the City initiated a regulation that stated any gravel pit must have limited access
and keep the entrance locked to the general public. The regulation went into effect in April 1991 and
the gravel pit entrance was locked and remained in compliance until the property changed hands for
G construction purposes.
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0 The Board of Health reported that there were no private wells in the area and there were no
4.2 SANBORN FIRE INSURANCE MAPPING
There was no Sanborn Fire Insurance coverage of the subject property.
4.3 AERIAL PHOTOGRAPHS
Inquiries were made regarding the acquisition of aerial photos for investigation purposes, however
no photos of the site were obtained at the time of this assessment.
4.4 LOCAL GOVERNMENT OFFICES
The City of Northampton Assessor's Office was contacted concerning information about parcel size,
property owner, utilities, and tax map designation. The Assessor's records referenced the subject
property as the location of 10 acres of undeveloped land and 6.103 acres of conservancy land for a
combined total of 16.103 acres. In addition, a plan dated February 14; 1995 by Almer Huntley, Jr.
& Associates,.Inc. indicates that the subject property is. approximately 16.103 acres. The owner was
listed as Theodore D. and Evelyn M. Towne. Public water, sewer, electric and telephone service the
subject property.
environmental problems in the area. While there was no formal testing performed at the site the
board was unaware of any significant spill or chemical dumping other than the illegal dumping
described in section 4.1 of this report.
The City Engineer confirmed that the site is located within the Zone II of the City of Northampton's
public drinking water wells. One well is located approximately 500 feet north of the subject property
(municipal well #2) and another is located approximately 1,100 feet southeast of the subject
property.
According to Deputy Chief Driscoll, who reviewed files maintained at the City of Northampton Fire
Department, there is no record of the presence UST's or storage of hazardous materials at or in the
vicinity of the subject property. In addition, the Northampton City Clerk's office had no record of
& Associates
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& ASSOCIATES LLP
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any permits for fuel oil tanks, garages, or tanks for storage of petroleum products at the subject
property.
4.5 SITE CONTACT INTERVIEW
Mr. Towne has indicated in previous investigations that he is aware that illegal dumping occurred
at the subject property prior to his ownership. Mr. Towne has stated that to his knowledge, nothing
of a significant hazard was ever dumped at the subject property.
4.6 PREVIOUS INVESTIGATIONS
A previous environmental site investigation of 127 Ryan Road was performed in 1995 by Associated
n Environmental Scientists, inc. of West Springfield, MA. In addition, Professor Ward S. Motts of the
J University of Massachusetts performed an Aquifer Protection Study in. the Municipal Well Aquifer
a in 1987.
As part of the Aquifer Protection Study performed in 1987, a test boring was drilled on the eastern
section of the subject property and a observation well was installed. The boring was drilled to
bedrock at a depth of 85 feet. The well was screened from 75 to 85 feet. The observation well was
used during pumping tests which indicated that the subject property fell within the radius of
a influence of municipal well Q.
Associated Environmental Scientists, Inc. (AES) performed a 21E environmental site investigation
that included interviews with Town officials and previous property owners to gain knowledge of the
site, a client interview, a review of City files and an assessment of the property. AES findings
revealed that the subject property is within Zone II of the Town of Northampton's public drinking
water wells. One town well is located approximately 500 feet north of the subject property
(municipal well #2) and another is located approximately 1,100 feet southeast of the subject property
(municipal well #1). According to Mr. Charles Borowski, Northampton Water Superintendent,
J chemical analyses were never conducted on groundwater from the observation well located on the
subject property. However, chemical analyses had been performed on water from the municipal
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wells and trace levels of 1, 1, 1 -Trichloroethane were detected in municipal well #2, well below the
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allowable level. 1,1,1-Trichloroethane is most commonly used as a degreaser but is also used as a
dry-cleaning agent and a propellant.
The site investigation and conversations with municipal officers and previous owners of the subject
property revealed that illegal dumping had occurred on the eastern portion of the subject property.
A variety of construction debris as well as small amounts of household and automotive debris
reportedly including waste oil was observed during the site inspection. The Northampton Health
Department was aware of the dumping and based on the conclusion that the material was not thought
to be hazardous no actions were taken to remove the debris from the site. AES concluded that while
there did not appear to be a significant amount of oil and/or hazardous materials (OHM) present at
the subject property no definitive statement as to the condition of the property could be made.
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5.0 SITE SCREENING
On January 6, 2000 CHA conducted a comprehensive visual screening of the subject property. The
n property was examined, photographs were taken (Appendix A), and neighboring land uses were
1J
noted. The results of the screening are detailed below.
l-J 5.1 FUEL OIL AND HAZARDOUS MATERIAL STORAGE FACILITIES AND
CONTAINERS
5.1.1 Tanks
There was no evidence of underground storage tanks (USTs) or above ground storage tanks (ASTs)
observed on the subject property at the time of the property screening.
~J 5.1.2 Chemical Storage Facilities and Containers
There were no chemicals or hazardous materials observed at the subject property at the time of the
property screening.
Exterior Site Observations
5.1.3
The subject property consists of approximately 16.1 acres of open space adjacent to the Avis Circle
Subdivision that consists of 14 developed lots and a stormwater retention area. The open space is
a combination of areas containing little surface vegetation with the exception of small shrubs and
l brush and areas overgrown with vegetation and trees. Investigation of the southern property
boundary revealed overgrown woodlands and several stacked piles of wood most likely left over
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from logging operations. However; as CHA personnel progressed north along the western property
[j boundary several piles of construction debris were observed. The northwestern corner of the subject
property contained large areas of mounding covered over by overgrown brush and ground
vegetation. Several of these mounds consisted of general construction debris such as asphalt,
concrete, shingles, wood, corrugated pipe and bricks. In addition several larger objects such as metal
JI frames from old furniture and tires were noted in the same area. Due to the heavy brush covering
the ground CHA is unable to make a definitive statement as to the full extent of debris.
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Continuing eastward along the northern property boundary additional scattered debris was
encountered. This material consisted mainly of trash, broken bottles, an old sofa, several open empty
plastic containers, and other general debris. This material was present up to approximately 40 feet
east. of monitoring well two (MW-2). The remaining eastern portion of the property contained very
little trash or debris and consisted mainly of open field. The eastern portion of the subject property
beyond monitoring well three (MW-3) consisted of a thirty-foot wide strip of wooded land. While
the majority of this wooded land did not contain any significant debris, at the far eastern corner of
the subject property behind lots one and two, there was a large bottle dump containing hundreds of
discarded plastic and glass bottles. Several feet west of the bottle dump an old abandoned car was
found. It appeared that these areas were on the adjacent property owned by Pauline A. Sienkiewicz.
However, CHA cannot make a definitive statement as to the true location of this debris without
additional resources and investigation.
D 5.2 POLYCHLORINATED BIPHENYLS (PCBs)
There was no evidence of the presence of transformers on the subject property at the time of the
property screening; nor was there evidence of PCBs.
5.3 STRESSED VEGETATION
There was no distressed vegetation noted on the subject property at the time of the property
screening.
5.4 STAINED SOIL AND SURFACES
There was no evidence of stained soil or surfaces on the subject property at the time of the property
screening.
nn 5.5 CHEMICAL ODORS
i
There were no chemical odors present at the site at the time of the property screening.
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5.6 LOCATION OF WATER WELLS RELATIVE TO STORAGE TANKS
There were no storage tanks located at the subject property at the time of the property screening. The
nearest public water supply is municipal well #2 approximately 500 feet north of the subject property
- behind lots 2 and 3. According to several City Offices there are no private wells at or in the vicinity
a of the subject property.
n 5.7 VISUAL EVIDENCE OF IMPROPER WASTE DISPOSAL
L~
The nature of the dumping on the subject property appeared to be predominately construction debris
with some household trash and automotive dumping. While the removal of the debris could only
improve the subject property, as mentioned previously it has been suggested that there has been
nothing of a significant hazard dumped at the subject property.
5.8 WATER AND WASTEWATER DISTRIBUTION SYSTEMS
The subject property utilizes the public water supply system for its source of potable water. The,
subject property also utilizes a public sewer system. A stormwater retention area services the Avis
Circle Subdivision.
5.9 LEAD PAINT POTENTIAL
While there were no lead paint observed at the subject property at the time of the property screening,
CHA can make no definitive statement as to the contents of any debris previously dumped at the
subject property.
5.10 SUSPECT ASBESTOS-CONTAINING BUILDING MATERIALS
While there were no asbestos containing materials observed at the subject property at the time of the
property screening, CHA can make no definitive statement as to the contents of any debris
previously dumped at the subject property.
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6.0 REGULATORY RECORDS REVIEW
Environmental regulatory agency records were searched through the use of state and federal
databases accessed and summarized by VISTA Information Solutions, Inc. and supplemented with
site specific information reviewed at the central regional office of the Department of Environmental
n Protection. The information obtained is summarized below and a copy of the VISTA report is
J included in Appendix B.
U 6.1 USEPA CERCLIS AND NPL LISTS
n CERCLIS (Comprehensive Environmental Response Compensation and Liability Information
`J
The property investigated for this report does not appear on the USEPA CERCLIS list of potential
j~ .
hazardous waste sites (August 1999), nor does it appear on the USEPA NPL list of hazardous waste
sites (October 1999). According to these lists, there are no CERCLIS and no NPL sites located
a
within specified search radii from the subject property (CERCLIS, 0.5 miles; NPL, one mile).
6.2 USEPA RCRA TSD FACILITIES
System) is a database of EPA management information on locations evaluated under the Superfund
LJ program. A location's presence in CERCLIS does not imply a level of risk to public health and the
LJ environment and carries no legal or regulatory consequence. According to the EPA, approximately
5 to 10 percent of sites assessed under the Superfund program go on to the National Priorities List
lJ (NPL), which is the EPA list of sites believed to pose environmental threats significant enough to
warrant remedial action under Superfund.
Review of the USEPA Resource Conservation and Recovery Information System (RCRIS) list of
Treatment, Storage and Disposal (TSD) Facilities report (September 1999) indicated that no such
facilities (corrective action or non-corrective action) exist at the subject property or within one mile
of the subject property.
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6.3 USEPA RCRA HAZARDOUS WASTE GENERATORS
Review of the USEPA RCRIS list of small (SQG) and large quantity (LQG) hazardous waste
generators (September 1999) indicated that the subject property is not occupied by a hazardous
waste generator. The listing indicated that there are no small or large quantity hazardous waste
generators within 0.125 miles of the subject property.
6.4 MASSACHUSETTS STATE EQUIVALENT CERCLIS (SCL) AND PRIORITY (SPL)
LISTS
The property investigated for this report does not appear on the Massachusetts SPL list of hazardous
waste sites or the Massachusetts SCL list of potential hazardous waste sites as a "Site to be
Investigated". In addition, there are no SCL or SPL sites located within specified search radii from
the subject property (SCL, 0.5 miles; SPL, one mile).
6.5 ABOVE GROUND AND UNDERGROUND STORAGE TANKS/ FACILITIES
INCLUDING STATE LEAKING UNDERGROUND STORAGE TANKS (LUST)
Review of the Underground (UST) Storage Tank Registries indicated that no storage tanks are
registered to the subject property. Further review of the registries indicated that there are no
registered UST/AST facilities within 0.25 miles of the subject property.
Review of the Leaking Underground Storage Tank (LUST) listing indicated that no LUST report
has been filed relative to the subject property. Review of the database indicated no LUSTS were
reported within 0.5 miles of the subject property.
6.6 HAZARDOUS SUBSTANCE AND PETROLEUM SPILLS INVENTORY AND
EMERGENCY RESPONSE NOTIFICATION OF SPILLS (ERNS)
~l
J
Review of the MADEP Spills Inventory indicated that there have been no spill incidents reported
for the subject property. Further review of the Spills Inventory indicated that there were two spill
locations as well as several unmapped sites reported within 0.5 miles of the subject property. It
should be noted that both listed spill incidents appear to have occurred either cross gradient,
downgradient, or have been addressed and their files are closed, indicating that they are no longer
& Associates
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considered sites of environmental concern. Therefore, it is not expected that these sites have
n impacted the subject property. These facilities are listed below.
1
l_ J
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a
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♦ #W88-0153
March 19, 1988
55 Florence Street
Several gallons of #2 fuel oil were spilled when an aboveground tank was overfilled. Case
closed.
♦ #W88-0411
July 30, 1988
238 Nonotuck Street
A release of formaldehyde was reported at this location. However, an inspection concluded
that there was no evidence of a release of oil or hazardous material (OHM) to the
environment. Case closed.
♦ #W88-0534
September 22, 1988
23 8 Nonotuck Street
A brief leak of propane gas occurred at Perstorp Compounds Incorporated. Case closed.
♦ #W93-0263
May 25, 1993
238 Nonotuck Street
Approximately 2 gallons of mineral spirits were released into a storm drain. The release was
cleaned up by Safety Kleen. Case closed.
♦ #W89-0525
Bliss Street
Less than 35 gallons of Ferric Chloride was released from a ruptured drum onto pavement
and a concrete floor. The material was absorbed with speedi-dry and disposed of. Case
closed.
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♦ #W92-0023
January 20, 1992
Corticelli Street
Five gallons of transformer oil were released from an explosion of a pole mounted
transformer. The oil was determined to be a non-PCB oil was cleaned up by, Clean Harbors,
Inc. Case closed.
Review of the US EPA Emergency Response Notification of Spills (ERNS) (August 1999) indicates
that no releases of oil or hazardous substances have been reported for either the subject property or
any other locations within 0.5 miles.
6.7 MASSACHUSETTS STATE SOLID WASTE FACILITIES LISTS
Review of the Massachusetts DEP Solid Waste Facilities Lists indicated that the subject property
is not a listed active or inactive solid waste facility, or a recycling, medical waste;;.. or
incinerator/resource recovery facility. Further review of the list indicated that there are no permitted
solid waste facilities located within 0.5 miles of the subject property.
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7.0 SUBSURFACE INVESTIGATIONS
7.1 MONITORING WELL INSTALLATION AND SAMPLING
2000 CHA observed the installation of three monitoring wells on the subject On January 6, g .1 property
LJ (MW1 through MW3) by Seaboard Drilling, Inc. of Springfield, Massachusetts. Monitoring wells
LJ were placed along the expected downgradient side of the subject property in order to sample
l l groundwater coming from the property. Monitoring well locations are shown on the Site Plan in
l 1 Appendix C.
Soil samples were obtained during drilling operations using the split-spoon sampling method.
n Borings for the monitoring wells were advanced into the groundwater, and the wells screened across
the water table. Soil descriptions and monitoring well construction details are presented on.:the
boring logs in Appendix D. Standard Monitoring Well Installation and Sampling Procedures are also
attached in Appendix D.
U Soils encountered in the borings for monitoring wells MWl .through MW3 consisted of layers of
n sand and silt with some gravel. No suspicious odors or staining was observed in any of the soil
~J samples. All soil samples were screened for volatile organic compounds (VOCs) using an HNu
j Photoionization Detector (PID) and DEP Headspace Screening procedures. VOCs were not detected
LJ above background levels in the headspace of any of the soil samples collected. Portions of select
f l samples were placed in laboratory-prepared glassware and placed on ice until delivery to Spectrum
LJ Analytical Laboratory (Spectrum) for laboratory analyses. Proper chain-of-custody was maintained
i at all times.
On January 6, 1999 the driller developed the three monitoring wells to purge silt and other
suspended material, by evacuating water from the wells using dedicated polyethylene tubing with
a clean foot valve. Approximately twenty five (25) gallons of water was evacuated from MWI, fifty
(50) gallons from MW2, and twenty five (25) gallons from MW3. The wells were evacuated until
the water began to clear of silts and fines.
u
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On January 12, 2000 CHA collected groundwater samples from monitoring wells MW 1 through
MW3 using dedicated bailers. Prior to sampling groundwater, CHA personnel measured the depth
to water in the monitoring wells using an electric oil/water interface probe. The depth to water was
measured to be approximately 18 feet below ground level in MW1, approximately 27 feet below
ground level at MW2, and approximately 28 feet below ground level at MW3.CHA personnel then
purged approximately fifteen gallons of water from each of the wells using the bailers. Observations
of water collected in the bailers revealed no separate product in any of the wells. Groundwater
samples were obtained by directly filling laboratory-prepared glassware and were refrigerated until
delivery to Spectrum for laboratory analyses. Proper chain-of-custody was maintained at all times.
7.2 ESTIMATED GROUNDWATER OCCURRENCE AND FLOW
On January 12, 2000, CHA surveyed the monitoring wells in relation to each other and the lots of
the subdivision. Assumed monitoring well elevations, along with the measured depths to the water
table in each well, were used to perform a triangulation to calculate the direction of the groundwater
flow across the property. The groundwater flow direction calculated indicates that the groundwater
is flowing northeasterly across the site. The hydraulic gradient was calculated to be approximately
1.05 ft./ft. Calculations are presented in Appendix D.
7.3 SOIL ANALYSIS AND RESULTS
Four composite soil samples from the three (3) borings were submitted to Spectrum for analyses.
A complete list of laboratory results are presented in Appendix E.
Sample SC-1 was a composite of the fill materials in the surface soils (0-2 and 5-7 feet) from
monitoring well MW-1. This sample was submitted to be analyzed for total petroleum hydrocarbons
(TPH by USEPA method 8100M). Sample SC-2 was a composite of the fill materials in the surface
soils (0-2 and 5-7 feet) from monitoring well MW-2. This sample was submitted to be analyzed for
TPH (by USEPA method 8100M). Sample SC-3 was a composite of the fill materials in the surface
soils (0-2 and 5-7 feet) from monitoring well MW-3. This sample was submitted to be analyzed for
TPH (by USEPA method 8100M). Sample SCM was a composite of samples SC-1, SC-2, and SC-3.
This sample was submitted to be analyzed for Total RCRA 8 metals only .
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TPH was detected at a concentration of 150 mg/Kg in SC-1. The hydrocarbons detected in the
sample were reported as motor oil. This result was consistent with information provided by several
sources indicating that waste oil had been illegally dumped at the site from time to time when the
site was an active gravel pit. The concentration detected is below the applicable RCS-1 reportable
concentration of 200 mg/Kg established by the MCP. The RCS-1 category is applicable based on
f~ the collection of the samples at or within 500 feet of a residential dwelling, a residentially-zoned
u property, school recreation area or park; or based on classification of the groundwater as within the
geographical boundaries of a groundwater resource area categorized as RCGW-1 in 310 CMR
J 40.0362(1)(a). CHA recommended resubmitting sample SC-1 for Extractable Petroleum
Hydrocarbons (EPH) to determine the type of hydrocarbon present in the sample. Results from the
additional analysis indicated a detection of C19 through C36 Aliphatic Hydrocarbons of 46 mg/Kg.
This level is well below the reportable concentration of 2,500 mg/Kg established by the MCP.
The metals barium, chromium, and lead were detected in composite sample SCM at concentrations
of 19.4, 12.2, and 8.18 mg/Kg respectively. All other metals analyzed for were not detected above
r the method detection limits. The concentrations of barium, chromium, and lead detected are well
below their respective RCS-1 reportable concentrations of 1000, 1000 and 300 mg/Kg.
7.4 GROUNDWATER ANALYSIS AND RESULTS
Groundwater samples collected from monitoring wells MW-1 through MW-3 were submitted for
L.
analysis for volatile organic compounds (VOCs by USEPA Method 8260). Chloroform was detected
at a concentration of 1.3 µg/l in MW-2. Chloroform is often the degradation product of the
breakdown of other Chlorinated Hydrocarbons such as degreasers, and cleaning solvents. The
concentration detected is below the applicable RCGW-1 reportable concentration of 5.0 µg/l
established by the MCP. The RCGW-1 category is applicable based on the collection of the samples
at within either a Current Drinking Water Source Area or a Potential Drinking Water Source Area.
l A complete set of laboratory results are presented in Appendix E of this report.
I
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8.0 SUMMARY & CONCLUSIONS
Based upon CHA's observations and the review of available regulatory and historical information
concerning the subject property and surrounding areas, CHA has established the following summary
of conditions and conclusions.
8.1 SUMMARY OF CONDITIONS
a. The subject property is located at Avis Circle in Northampton, Massachusetts. The property
consists of approximately 16.1 acres of urban residential undeveloped land. The property is
currently owned by Theodore and Evelyn Towne.
b. Based on the historical research performed as part of this project, it appears the original subject
lJ property was operational as a gravel pit from approximately 1950 until 1990. Construction of
l~ the subdivision adjacent to the subject property, under the same ownership, was begun in, 1995.
a c. Public water and sewer serve the adjacent subdivision. According to the City of Northampton
the subject property is located within Zone II of the City of Northampton's public drinking water
wells. One well is located approximately 500 feet north of the subject property (municipal well
#2) and another is located approximately 1,100 feet southeast of the subject property.
d. No chemical odors, staining, transformers, USTs, ASTs or distressed vegetation were noted at
a the subject property at the time of the property screening.
e. Previous owners as well as the Northampton Board of Health indicated that illegal dumping had
occurred at the site while the gravel pit was in operation. The majority of the material dumped
was identified as construction debris with a minor amount of municipal waste and automobile
waste. Although testing was not performed, the material was not thought to be hazardous,
therefore no actions were taken to remove the debris from the site.
f. The subject property utilizes the municipal water supply system as its potable water source.
There are no known springs or private drinking water wells located in the vicinity of the subject
property.
J
g. There were no asbestos containing materials or lead paint observed at the subject property at the
time of the property screening. However due to overgrown brush covering the ground CHA
n could make no statement as to the content of unknown materials illegally dumped at the site.
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h. Based on CHA's review of federal and state records, the subject property is not a permitted
petroleum or chemical bulk storage facility, spill location, listed hazardous waste property,
hazardous waste generator, or permitted solid waste disposal facility.
i. Neighboring properties, within specified search radii, listed by various state and federal
regulatory databases, are not expected to have adversely impacted the subject property either
based on their location in reference to the subject property, or their satisfactory regulatory status
(closed files, etc.).
j. On January 6, 2000, CHA provided oversight during the installation of three monitoring wells
at the subject property. Headspace screening of soil samples collected during boring activities
revealed no headspace VOCs above background levels in any of the samples.
k. Select soil samples obtained from the soil borings were composited and submitted to the
laboratory for analysis for TPH and RCRA 8 Metals. Laboratory results revealed TPH at a
concentration of 150 mg/Kg in the composite soil sample SC-l. The concentration detected is
below the applicable RCS-1 reportable concentration of 200 mg/Kg as established by the MCP.
Likewise, metals were not detected in the soil samples analyzed at concentrations above their
applicable reporting concentrations.
1. Additional soil testing for extractable petroleum hydrocarbons (EPH) was performed on SC-1.
Laboratory results indicated a detection of C19through C36 Aliphatic Hydrocarbons of 46 mg/Kg.
The concentration detected is well below the applicable RCS-1 reportable concentration of 2,500
mg/Kg as established by the MCP.
in. On January 12, 2000, CHA collected ground water samples from the three monitoring wells at
the subject property and submitted the samples to the laboratory for analysis for VOCs.
Laboratory results revealed Chloroform at a concentration of 1.3 µg/1 in well MW-2. The
concentration detected is below the applicable RCGW-1 reportable concentration of 5 µg/1 as
established by the MCP.
U 8.2 CONCLUSIONS
CHA has performed this Phase f ESA in conformance with the scope and limitations of ASTM
Standard Practice E 1527-97. Any exceptions to, or deletions from, these practices are described
in Section 2.0 of this report. The following conclusions are based upon the information contained
in this Phase I - Environmental Site Assessment. They are intended to assist our client in making
IL decisions regarding the environmental conditions at the property and are not to be construed as all-
inclusive. Clients are always advised to seek additional information and/or counsel if need be, and
~l
formulate their own conclusions and course of action. Certain limitations, as described in Section
10.0 of this report, apply to these conclusions.
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~ 1. This assessment of the 16.1 acre open space area of the Avis Circle Subdivision, Northampton,
Massachusetts revealed no evidence of recognized environmental conditions.
2. Subsequent sampling and laboratory analysis indicated that there are no groundwater or soil
contaminants above reportable concentrations as defined by The Massachusetts Contingency
n Plan.
l l 3. Because no release or threat of a release of hazardous material was observed on the subject
property, there is no need to notify the Massachusetts DEP of the completion of this report at this
time.
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9.0 RESOURCE SUMMARY
In compiling the report summarizing this investigation, the following persons/agencies were
interviewed and/or contacted and resources checked.
a Geologic Map of Massachusetts, Northampton Quadrangle: USGS, Department of the
Interior, 1979.
b. Topographical Map of Massachusetts, Northampton Quadrangle: USGS, 1979.
C. City of Northampton Municipal Offices contacted in person on 1/19100 including:
Assessor's Office, Clerks Office, Board of Health, Building Department, Northampton
Public Library, Northampton Fire Department and the City Engineer.
d. VISTA Information Solutions, Inc.: regulatory database review report and Sanborn Fire
Insurance Maps collection.
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10.0 LIMITATIONS
-l The conclusions presented in this report are based on information gathered in accordance with the
-J Scope of Services defined in section 2.0 of the report. Conclusions presented in this report are based
n on observations and analyses at the time of the site investigation. Due to ever-changing geological
~J and environmental conditions, the future status of this or any site regarding the presence of
n hazardous materials and/or oil can only be determined through continual surveillance and/or
J chemical testing. Information provided by the resources referenced in section 9.0 was utilized in
assessing the property. The accuracy of the conclusions drawn from this investigation is, therefore,
dependent upon the accuracy of information provided,
This report has been prepared for the exclusive use of our client and the City of Northampton in
evaluating The Avis Circle Subdivision Open Space, located in Northampton, Massachusetts for the
transfer of this open space to the City of Northampton. Clough, Harbour & Associates (CHA)
n performed such work in accordance with standard scientific, engineering, and hydrogeological .
IJ practices. The work is performed without warranty, expressed or implied. CHA will be responsible
a only for injury, loss or damage caused directly by the sole negligence or willful misconduct of CHA
and its employees.
Further, the following limitations apply to this study:
a 1. The findings presented in this report are strictly limited in scope and time to the location
and dates of this report, and such findings shall not be used by any person(s) other than
our client and shall not apply prospectively, nor shall this report be used for any purpose
other than that set forth herein.
2. During the performance of this assessment, CHA made measurements and interpretations
I of groundwater levels in the monitoring wells that were installed for those and other
purposes. These measurements and interpretations are based upon conditions at the
specific times of testing and only at the locations of the monitoring wells.
LJ 3. This report contains findings that are primarily based on the analysis and interpretation
of data accumulated at the time and place of the report. Further investigations may
reveal additional data or variations of the current data that might require the current
findings and conclusions to be reevaluated.
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4. This report presents the results from sampling, analyses, and interpretation of data for a
practical and scientifically sound number of samples and parameters based upon the
scope and intended purpose of the report. However, this report does not address the
possible presence of other constituents and/or contaminants in the soil and/or
groundwater at the subject property.
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Photo 1: Avis Circle Subdivision
Photo 2: Stormwater Retention Area for Avis Circle Subdivision
Photo 3: Discarded Tires and Trash, Northwest Corner of Subject Property
r
a
a y
Photo 4: Construction Debris, Northwest Corner of Subject Property
3 b
1 ~Z
I~ 1
d j6s. .t.
Photo 5: Abandoned Car on Adjacent Property Northeast of Subject Property
} - - i -
1 - -
- , J _ ,Y
phi
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All
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Photo 6: Trash and Bottle Dump on Adjacent Property Northeast of Subject Property
APPENDIX B
VISTA REGULATORY DATABASE REPORT
CLOUGH. HARBOUR
& ASSOCIATES LLP
ENGINEERS. SURVEYORS. PLANNERS
6 LANDSCAPE ARCHTECTS
P
ASTM + Spills
PROPERTY
INFORMATION
CLIENT
INFORMATION
Project Name/Ref Not Provided
Clough Harbour Associates
Avis Circle Subdivision
Springfield, MA
Ryan Road
Northhampton, MA 01060
Latitude/Lon itude: 42.326990, 72.684905
Site Distribution Summar
Y
Agency / Database - Type of Records .
within
1/8
mile
118 to
114 mile
114 to
112 mile
112 to
1 mile
A) Databases searched to 1 mile:
US EPA NPL National Priority List
0
0
0
0
US EPA CORRACTS RCRA Corrective Actions
0
0
0
0
US EPA RCRA-TSD RCRA permitted treatment, storage,
disposal facilities
0
0
0
0
STATE SPL State equivalent priority list
0
0
0
0
B) Databases searched to 1/2 mile:
STATE - SCL State equivalent CERCLIS list
0
0
0
-
US EPA CERCLIS/ Sites under review by US EPA
NFRAP
0
0
0
-
STATE/ LUST Leaking Underground Storage Tanks
REG/CO
0
0
0
-
STATE/ SWLF Solid waste landfills, incinerators, or
REG/CO transfer stations
0
0
0
-
US EPA/ SPILLS ERNS and state spills lists
STATE
0
0
2
-
C) Databases searched to 1/4 mile:
US EPA TRIS Toxic Release Inventory database
0
0
-
-
STATE/ UST Registered underground storage tanks
CO
0
0
-
-
D) Databases searched to 1/8 mile:
US EPA GNRTR RCRA registered small or large
generators of hazardous waste
0
-
-
-
US EPA RCRA Viol RCRA violations/enforcement actions
0
-
-
-
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #1
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LIMITATION OF LIABILITY
Customer proceeds at its own risk In choosing to rely on VISTA services, in whole or in part, prior to proceeding with any transaction.
VISTA cannot be an insurer of the accuracy of the information, errors occurring in conversion of data, or for customer's use of data. VISTA
and its affiliated companies, officers, agents, employees and independent contractors cannot be held liable for accuracy, storage,
delivery. loss or expense suffered by customer resulting directly or indirectly from any information provided by VISTA.
NOTES
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #2
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Category:
Subject Site
Single Sites
Multiple Sites
Highways and Major Roads
Roads
Railroads
Rivers or Water Bodies
Utilities
0
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Categories correspond to database searches described in
the Site Distribution Summary, beginning on Page #1.
For More Information Call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403
Report ID: 898607010 Date of Report: January 17, 2000
Page #3
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Highways and Major Roads
Subject Site Roads
X~~f Railroads
Rivers or Water Bodies
• Utilities
For More Information Call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403
Report ID: 898607010 Date of Report: January 17, 2000
Page #4
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ASTM + Spills
SITE INVENTORY
A
B
C
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Q
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(within 1/8 mile)
ID
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(within 1/4 = 1/2 mile)
ID
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55 FLORENCO ST 2696165
1
NORTHAMPTON, MA 01060 0.28 E
X
PERSTORP COMPOUNDS, INC 326632
2
238 NONOTUCK STREET " 0.49Mi
X
•
NORTHAMPTON, MA 01060
A
B
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Q
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ID
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VISTA ID
DISTANCE
U
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DIRECTION
Z
O
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H
U
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H
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No Records Found
An 'X' meets search criteria; a dot exceeds search criteria.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #5
A
B
C
D
9
UNMAPPED SITES
Z
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POLE #11 2986916
CORTICELLI STREET
X
NORTHAMPTON, MA 01060
PRO CORP 2692874
BLISS STREET
X
NORTHAMPTON, MA 01060
NORTHAMPTON LANDFILL 3268047
RTE 5
X
NORTHAMPTON, MA 01060
NEAR ST MARYS CEMETARY 5272462
BRIDGE RD
X
NORTHAMPTON, MA
NORTHAMPTON AIRPORT, INC. 851286
OLD FERRY ROAD
X
~
NORTHAMPTON, MA 01060
1
1
1
LEEDS SCHOOL 6587378
FLORENCE ST
X
NORTHAMPTON, MA 01060
UNCONFIRMED SITE 6546928
RTE 9
X
NORTHAMPTON, MA 01060
HIGHWAY AUTO SALVAGE INC. 5812110
X
NORTHAMPTON, MA
DUSEAU WASTE INDUSTRIES INC. 5812097
X
NORTHAMPTON, MA
COMMERCIAL DISPOSAL 5812090
X
NORTHAMPTON, MA
MT TOM MAINTENANCE FACILITY 5731565
RTE 5
X
NORTHAMPTON, MA
BEHIND W WTP 2697052
HOCANNUM ROAD
X
NORTHAMPTON, MA 01060
HAMPSHIRE COUNTY TRANSIT 2235199
54 INDUSTRIAL DRIVE
X
X
X
NORTHAMPTON, MA 01060
DPW YARD 2701416
OFF ROUTE 9
X
NORTHAMPTON, MA 01060
LANE CONSTRUCTION CORP 3720392
965 E MAIN ST
X
X
NORTHAMPTON, MA 01060
BERKSHIRE ELECTRIC CABLE CO. 2703715
RIVE ROAD
X
NORTHAMPTON, MA 01060
NORTHAMPTON STATE HOSPITAL 4253056
ROUTE 66
X
NORTHAMPTON, MA 01060
An 'X' meets search criteria; a dot exceeds search criteria.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #6
A
B
C
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Ix
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STATE POLICE TROOP B 2989660
GREENFIELD ROAD (RT. 5)
X
NORTHAMPTON, MA 01060
ULTRAMAR PETROLEUM, INC. 1861756
EAST HAMPTON ROAD
X
NORTHAMPTON, MA 01060
LENNOX/PATTERSON FUEL CO. 1861740
574 HAYDENVILLE ROAD
X
NORTHAMPTON, MA 01060
VETERANS ADMIN. MEDICAL CENTER 5069501
X
NORTHAMPTON, MA 01060
MASS ELECTRIC 4252636
548 HAYDENVILLE RD (RT 9)
X
NORTHAMPTON, MA 01060
SEWER PUMP STATION 5273681
NONATUCK PARK
X
EASTHAMPTON, MA 01027
An 'X' meets search criteria; a dot exceeds search criteria.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #7
ASTM + Spills
DETAILS
PROPERTY AND THE ADJACENT AREA (within 1/8 mile)
No Records Found
SITES IN THE SURROUNDING AREA (within 1/8 - 1/4 mile)
No Records Found
SITES IN THE SURROUNDING AREA (within 1/4 - 1/2 mile)
VISTA
55 FLORENCO ST
VISTA ID#:
2696165
Address*:
MA 01060
NORTHAMPTON
Distance/Direction:
0.28 MI / E .
,
Plotted- as:
Point
State S ills / SRC# 4778
EPA/A enc ID:
N/A
Agency Address:
Spill ID#:
Spill Date:
55 FLORENCOST
NORTHAMPTON, MA
W88-0153
0311911988
Contact:
KILEY, 8
Call / Report Date:
Call / Report Time:
0312611988
02:00PM
Substance:
#2 FUEL OIL
Quantity Spilled: NONE
Spilled Units:
GALLONS
Spill Cause:
Spill Source:
OVERFILL
ABOVEGRND TANK
Cleanup Finish NOTREPORTED
Date:
Classification: PETROLEUM
Enforcement Date: NOTREPORTED
Referral:
NO
Remedial Status: CLOSED: YES
Damages:
NOTREPORTED
Map ID
1
VISTA
INC
PERSTORP COMPOUNDS
VISTA ID#:
326632
Map ID
Address*:
,
238 NONOTUCK STREET
Distance/Direction:
0.49 MI / E
NORTHAMPTON, MA 01060
Plotted as:
Point
2
State S ills / SRC# 4778 EPA/Agency ID: N/A
Agency Address: PERSTORP COMPOUNDS, INC
238 NONO TUCK STREET
NORTHAMPTON, MA
Spill ID#: W88-0411
Spill Date: 0713011988
Contact: TERENA R
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #8
SITES IN THE SURROUNDING AREA (within 1/4 - 1/2 mile) CONT.
Call / Report Date:
Call / Report Time:
0713011988
02:32AM
S iller Company:
PERSTORP COMPOUNDS, INC
Substance:
FORMALDEHYDE
Quantity Spilled:
NONE
Spilled Units:
GALLONS
Spill Cause:
Spill Source:
LEAK
PIPE/HOSE/LINE
Cleanup Finish
Date:
NOTREPORTED
Classification:
HAZARDOUS
Enforcement Date:
NOTREPORTED
Referral:
NO
Remedial Status:
CLOSED: YES
Damages:
NOTREPORTED
State Spills / SRC# 4778
EPA/Ag
ency ID: N/A
Agency Address:
Spill ID#:
Spill Date:
Spill Time:
PERSTORP COMPOUNDS INC
238 WOMOTUCK STREET
NORTHAMPTON, MA
W88-0534
0912211988
10:36AM
Contact:
PILEGI, S
Call / Report Date:
Call / Report Time:
0912211988
10:46AM
S filler Company:
PERSTORP COMPOUNDS INC
Substance:
PROPANE GAS
Quantity Spilled:
NONE
Spilled Units:
NOTREPORTED
Spill Cause:
Spill Source:
LEAK
OTHER SOURCE >
Cleanup Finish
Date:
NOTREPORTED
Classification:
HAZARDOUS
Enforcement Date:
NOTREPORTED
Referral:
NO
Remedial Status:
CLOSED: YES
Damages:
NOTREPORTED
State Spills / SRC# 4778
EPA/Agency ID: N/A
Agency Address:
Spill ID#:
Spill Date:
PERSTORP
238 NONOTUCK STREET
NORTHAMPTON, MA 01060
W93-0263
0512511993
Contact:
TERENZI, R
Caller Name:
SUSAN DRAKE- SAFETY-KLEEN
Call / Report Date:
Call / Report Time:
0512511993
04:47PM
Spiller Company:
PERSTORP
Substance:
Substance:
OTHER MATERIAL >
MINERAL SPIRITS
Quantity Spilled:
110
Spilled Units:
GALLONS
Spill Cause:
-Spill Source:
SPILL
DRUM
Cleanup Finish
Date:
NOTREPORTED
Classification:
PETROLEUM
' VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 26 Page #9
SITES IN THE SURROUNDING AREA (within 1/4 - 1/2 mile) CONT.
Enforcement Date: NOTREPORTED Referral: NO
Remedial Status: OtoSED; YES Damages: NOTREPORTED
SITES IN THE SURROUNDING AREA (within 1/2 - 1 mile)
No Records Found
i
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID; 898607010 Date of Report; January 17, 2000
---Version 2.6-
- - - - - -
~a
r
1~
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UNMAPPED SITES
VISTA
POLE #11
VISTA ID#:
2986916
Address*:
CORTICELLI STREET
NORTHAMPTON, MA 01060
State Spills / SRC# 4778
EPA/Agency ID:
N/A
Agency Address:
Spill ID#:
Spill Date:
Spill Time:
SAMEASABOVE
W92-0023
0112011992
11:00PM
Contact:
JONES, L
Caller Name:
DAVID VERGE- MASS ELECTR
Call / Report Date:
Call / Report Time:
0112011992
07•00AM
S iller Company:
POLE071
Substance:
TRANSFORMER OIL
Quantity Spilled: 110
Spilled Units:
GALLONS
Spill Cause:
Spill Source:
RUPTURE
TRANSFORMER
Cleanup Finish NOTREPORTED
Date:
Classification: PETROLEUM
Enforcement Date: NOTREPORTED
Referral:
NO
Remedial Status: CLOSED: YES
Damages:
NOTREPORTED
VISTA
PRO CORP
VISTA ID#:
2692874
Address*:
BLISS STREET
NORTHAMPTON, MA 01060
State Spills / SRC# 4778
EPA/A
enc ID:
N/A
Agency Address:
Spill ID#:
Spill Date:
SAMEASABOVE
W89-0525
7011011989
Contact:
St0WICK, D
Caller Name:
ANN YOUST/PRO CORP
Call / Report Date:
Call / Report Time:
7017011989
17:20AM
S iller Company:
PRO CORP
Substance:
Substance:
OTHER MATERIAL
FERRIC CHLORIDE
Quantity Spilled: 7050
Spilled Units:
GALLONS
Spill Cause:
Spill Source:
LEAK
DRUM
Cleanup Finish NOTREPORTED
Date:
Classification:
HAZARDOUS
Enforcement Date: NOTREPORTED
Referral:
NO
Remedial Status: CLOSED: YES
Damages:
NOTREPORTED
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc, at 1 - 800 - 767 - 0403. f
Report ID: 898607010 Date of Report: January 17, 2000 f
-
- -Version 26 - - page-#17-
UNMAPPED SITES CONT.
VISTA NORTHAMPTON LANDFILL VISTA ID#: 3268047
Address*: RTE 5
NORTHAMPTON, MA 01060
STATE SWLF - Solid Waste Landfill / SRC# 6397 A enc ID: SL0214.002
Agency Address: NORTHAMPTON LANDFILL
RTE 5
NORTHAMPTON, MA
Facility Type: SANITARYLANDFILL/LANDFILL
Facility Status: INACTIVE
Permit Status: NOTAVAILABLE
VISTA
NEAR ST MARYS CEMETARY
VISTA ID#:
5272462
Address*:
BRIDGE RD
NORTHAMPTON, MA
STATE LUST - State Leaking Underground Storage Tank / SRC# 6364
EPA/Agency ID:
N/A
Agency Address:
Leak ID#:
Leak Date:
SAMEASABOVE
1-0010477
0710711994
Leak Source:
VEHICLE, UST,
Remediation Event:
STATUS DATE.• 1110711994CATEGORY.• TWO HRRELATED RTN#: -
Remediation Status:
RESPONSEACTION OUTCOME
Media Affected:
ROADWAY
Description / Comment:
ACTION TAKEN/DATES: 1110111994-IRA, 71/01/1994-240-D,SUBSTANCE.•FUEL OIL
#2- 25 GAL
VISTA NORTHAMPTON AIRPORT, INC. VISTA ID#: 851286,
Address*: OLD FERRY ROAD
NORTHAMPTON, MA 01060
STATE UST - State Underground Storage Tank / SRC# 6038 Agency ID: 8167
Agency Address: NORTHAMPTONAIRPORT, INC.
OLD FERRY ROAD
NORTHAMPTON, MA 01061
Underground Tanks: 3
Aboveground Tanks: NOTREPORTED
Tanks Removed: 2
VISTA
LEEDS SCHOOL
VISTA ID#:
6587378
Address*:
FLORENCE ST
NORTHAMPTON, MA 01060
STATE LUST - State Leaking Underground Storage Tank / SRC# 6364
EPA/Agency ID:
N/A
Agency Address: SAMEASABOVE
Leak ID#: 7-00 7 7317
Leak Date: 0410811996
Leak Source: UST,
Remediation Event: STATUS DATE: 0810717996CATEGORY.• TWO HRRELA TED RTNA- -
Remediation Status: RESPONSE ACTION OUTCOME
Media Affected: SCHOOL,
Description / Comment: ACTION TAKEN/DATES: 0611411996-IRA, 0810711996-RAO,SUBSTANCE.•FUEL OIL A2
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
_ ---Version 2.6---- -
- - _ - - - - - _ - - - .r ._--Page #T2
UNMAPPED SITES CONT.
VISTA UNCONFIRMED SITE VISTA ID#:
Address*: RTE 9
r NORTHAMPTON, MA 01060
STATE SWLF - Solid Waste Landfill / SRC# 6397 A enc ID:
i--
Agency Address: UNCONFIRMED SITE
RTE 9
n NORTHAMPTON, MA
l J Facility Type: UNPERMITTED SITE
Facility Status: INACTIVE
Permit Status: NOTAVAILABLE
VISTA HIGHWAY AUTO SALVAGE INC. VISTA ID#:
Address*: NORTHAMPTON, MA
STATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A enc
Agency Address: SAMEASABOVE
Facility Type: RESOURCE RECOVERY (RECYCLING)
Facility Status: NOTAVAILABLE
Permit Status: NOTAVAILABLE
6928
EP0214,003
5812110
ID: IN/A
VISTA
DUSEAU WASTE INDUSTRIES INC.
VISTA ID#:
5812097
Address*:
NORTHAMPTON, MA
STATE SWLF - Solid Waste Landfill / SRC# 2878
EPA/A
gency ID:
N/A
Agency Address:
SAMEASABOVE
Facility Type:
RESOURCE RECOVERY (RECYCLING)
Facility Status:
NOTAVAILABLE
Permit Status:
NOTAVAILABLE
STATE SWLF - Solid Waste Landfill / SRC#
2878 EPA/A
gency ID: N/A
Agency Address:
SAMEASABOVE
Facility Type:
RESOURCE RECOVERY (RECYCLING)
Facility Status:
NOTAVAILABLE
Permit Status:
NOTAVAILABLE
STATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A
ency ID:: N/A
Agency Address:
SAMEASABOVE
Facility Type:
RESOURCE RECOVERY (RECYCLING)
Facility Status:
NOTAVAILABLE
Permit Status:
NOTAVAILABLE
STATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A
gency ID: N/A
Agency Address:
SAMEASABOVE
Facility Type:
RESOURCE RECO VERY (REC YCLING)
Facility Status:
NOT AVAILABLE
Permit Status:
NOT AVAILABLE
STATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A
gency ID: N/A
Agency Address:
SAMEASABOVE
Facility Type:
RESOURCE RECOVERY (RECYCLING)
Facility Status:
NOTAVAILABLE
Permit Status:
NOTAVAILABLE
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
-Version 2:6-- - - - - - - - - -Page #13 - - -
r-
UNMAPPED SITES CONT.
STATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A enc ID: N/A
Agency Address: SAMEASABOVE
n
Facility Type: RESOURCE RECOVERY (RECYCLING)
I
Facility Status: NOTAVAILABLE
Permit Status: NOTA VAILABLE
S
TATE SWLF - Solid Waste Landfill / SRC# 2878 EPA/A enc ID: N/A
l
Agency Address: 5AMEA5ABOVE
Facility Type: RESOURCE RECOVERY (RECYCLING)
Facility Status: NOTAVAILABLE
L
Permit Status: NOTAVAILABLE
VISTA
COMMERCIAL DISPOSAL
VISTA ID#:
5812090
Address*:
NORTHAMPTON, MA
-
STATE SWLF - Solid Waste Landfill / SRC# 2878
EPA/A enc ID:
N/A
Agency Address: SAMEASABOVE
Facility Type: RESOURCE RECOVERY (RECYCLING)
Facility Status: NOTAVAILABL£
Permit Status: NOTAVAILABLE
0 Leak ID#: 1-0071751
VISTA
MT TOM MAINTENANCE FACILITY
VISTA ID#:
5731565
Address*:
RTE 5
NORTHAMPTON, MA
STATE LUST - State Leaking Underground
Storage Tank / SRC# 6364
EPA/Agency ID:
N/A
Agency Address:
Leak Date:
SAMEASABOVE
7112211995
Leak Source:
UST,
Remediation Event:
STATUS DATE- 1112611996PHASEIVCATEGORK 72 HRRELA TED RTN#.• -
Media Affected:
STATE
Description / Comment:
ACTION TAKEN/DATES- 1212911998-RAM, 04/02/1999-PHSIIL, 1112617996-1R4,
0410217999-PHASII, 1112611996-TCLASS, 1112611996-PHASEI,SUBSTANCE.• GASOLINE
VISTA
BEHIND WWTP.
VISTA ID#:
2697052
Address*:
HOCANNUM ROAD
NORTHAMPTON, MA 01060
STATE LUST - State Leaking Underground Storage Tank / SRC# 4778
EPA/Agency ID:
N/A
Agency Address: SAMEASABOVE
Leak ID#: W88-0744
Leak Report Date: 0312311988
Who Reported: PETERJ.MCNULTY
Leak Cause: LEAK
Leak Source: U.S.T.
Substance: GASOLINE
Quantity / Units: NONE Units:
Remediation Status: CLOSED: YES
Lead Agency: PiLEGI, S
Contact: PILEGI, S
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID 898607010 Date of Report: January 17, 2000
- - Version 2: 6 - - - - - - - - --Page #14--
U
E
UNMAPPED SITES CONT.
Referral: NO
VISTA
HAMPSHIRE COUNTY TRANSIT
VISTA ID#:
2235199
Address*:
54 INDUSTRIAL DRIVE
NORTHAMPTON, MA 01060
State Spills / SRC# 4778
EPA/Agency ID:
N/A
Agency Address:
SAMEASABOVE
Spill ID#:
W97.0521
Spill Date:
09/11/1991
Spill Time:
02:30PM
Contact:
SLO WICK, D
Caller Name:
BILL VERDONE- EPA (ANONYM
Call / Report Date:
0911111991
Call / Report Time:
03:00PM
Spiller Company:
HAMPSHIRE COUNTY TPA NSIT
Substance:
OTHER MATERIAL >
Substance:
FREON 24
Quantity Spilled: 110
Spilled Units: POUNDS
Spill Cause:
DUMPING
Spill Source:
OTHER SOURCE >
Cleanup Finish NOTREPORTED
Classification: HAZARDOUS
Date:
Enforcement Date: NOTREPORTED
Referral: HW
Remedial Status: CLOSED: YES
Damages: NOTREPORTED
ERNS - Emergency Response Notification System / SRC# 6181 P, ency ID:
87900
Agency Address:
HAMPSHIRE COUNTYTR4NSIT
54 INDUSTRIAL DR
NORTH HAMPTON, MA
Spill Date:
SEPTEMBER 11, 1991
Spill Location:
54 INDUSTRIAL DR
Material Spilled:
TRICHLOROFLUOROMETHANE
RCRA-SmGen - RCRA-Small Generator / SRC# 6379 EPA ID:
MAD981886799
Agency Address:
HAMPSHIRE COUNTY TRANSITINC
54 INDUSTRIAL DR
NORTHAMPTON, MA 01060
Generator Class:
Generates 100kg./month butless than 1000kg./month of non-acutey hazardous
waste
RCRA-Violations / SRC# 6379
EPA ID:
MAD981886799
Agency Address:
HAMPSHIRE COUNTYTR4NSITINC
54 INDUSTRIAL DR
NORTHAMPTON, MA 01060
Enforcement Number:
198802180
Enforcement Agency:
State
Action Date:
FEBRUARY 18, 1988
Action Type:
WRITTEN INFORMAL
Penalty Assessed:
NOTREPORTED
Penalty Settlement:
NOTREPORTED
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
~J Report ID 898607010 Date of Report January 17, 2000
_ Version-2.6
Page #15
~l
it
i
E
0
il
UNMAPPED SITES CONT.
Violation Type: GENERATOR--OTHER REQUIREMENTS
Violation Date: FEBRUARY 77, 7988
Violation Class: 2
Actual Compliance Date: MARCH 75, 7988
Scheduled Compliance Date: MARCH 77, 7988
VISTA
DPW YARD
VISTA ID#:
2701416
Address*:
OFF ROUTE 9
NORTHAMPTON, MA 01060
STATE LUST -State Leaking Underground Storage Tank/ SRC# 4778
EPA/A enc ID:
N/A
Agency Address: SAMEASABOVE
Leak ID#: W91-0202
Leak Date: 0411811991
Leak Report Date: 0411817991
Who Reported: PETER MACNULTY-DPW
Leak Cause- LEAK
Leak Source: U.S.T.
Substance: #2 FUEL OIL
Quantity / Units: UNKNOWN Units: GALLONS
Remediation Event: sC
Remediation Status: CLOSED: YES
Lead Agenc : SLO WICK, D
Contact: SLOWICK, D
Referral: NO
VISTA
LANE CONSTRUCTION CORP
VISTA ID#:
3720392
Address*:
965 E MAIN ST
NORTHAMPTON, MA 01060
RCRA-SmGen - RCRA-Small Generator / SRC# 6379
EPA ID:
MAD980194120
Agency Address: SAMEASABOVE
Generator Class: Generates 100 kg./month but less than 1000 kg./month of non-acutely hazardous
waste
RCRA-Violations / SRC# 6379 EPA ID: MAD980194120
Agency Address: SAMEASABOVE
Enforcement Number: 798706040
Enforcement Agency: state
Action Date: JUNE 4, 1987
Action Type: WRITTENINFORMAL
Penalty Assessed: NOTREPORTED
Penalty Settlement: NOTREPORTED
Violation Type: GENERATOR--OTHER REQUIREMENTS
Violation Date: APRIL 22, 1987
Violation Class: 2
Actual Compliance Date: AUGUST26, 1987
Scheduled Compliance Date: JUNE 4, 7987
F
L
Il
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
-----Version-.2.6-, -----Pans-x~a
UNMAPPED SITES CONT.
E Leak ID#: W93-0377
Violation Type: GENERATOR--OTHER REQUIREMENTS
Violation Date: APRIL 22, 7987
Violation Class: 2
Actual Compliance Date: AUGUST26, 7987
Scheduled Compliance Date: JUNE 4, 7987
VISTA
BERKSHIRE ELECTRIC CABLE CO.
VISTA ID#:
2703715
Address*:
RIVE ROAD
NORTHAMPTON, MA 01060
STATE LUST - State Leaking Underground Storage Tank / SRC# 4778
EPA/Agency ID:
N/A
Agency Address: SAMEASABOVE
Leak ID#: W90-0795
Leak Date: 0410211990
Leak Report Date: 0410211990
Who Reported: KEVIN SHEEHAN-ECS
Leak Cause: TANKREMOVAL
Leak Source: U.S.T.
Substance: MISCELLANEOUS OIL
Quantity / Units: UNKNOWN Units:
Remediation Event:
Remediation Status: CLOSED: YES
Lead Agency: SLO WICK, D
Contact: SLO WICK, D
Referral: NO
VISTA
NORTHAMPTON STATE HOSPITAL
VISTA.ID#:
4253056
Address*:
ROUTE 66 .
NORTHAMPTON, MA 01060
STATE LUST - State Leaking Under
round Storage Tank / SRC# 4778
EPA/Agency ID:
N/A
Agency Address:
SAMEASABOVE
Leak Report Date:
Who Reported:
0612111993
ARTNAATZ/DCPO
Leak Cause:
Leak Source:
TANKREMOVAL
BELOW-GRND TANK
Substance:
GASOLINE
Quantity / Units: UNKNOWN
Units:
Remediation Event:
Remediation Status:
CLOSED: YES
Lead Agency:
FISH, B
Contact:
FISH, B
Referral:
NO
VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2:6---- - - - - - - - - - - - - Paoe #17--- -
UNMAPPED SITES CONT.
VISTA
STATE POLICE TROOP B
VISTA ID#:
2989660
Address*:
GREENFIELD ROAD (RT. 5)
NORTHAMPTON, MA 01060
STATE LUST - State Leaking Underground Storage Tank / SRC# 4778
EPA/Agency ID;
N/A
Agency Address:
Facility ID:
Leak ID#:
Leak Date:
SAMEASABOVE
7-0973
W92-0747
0313011992
Leak Report Date:
Who Reported:
0313W7992
ERIC DAHLGREN- GZA
Leak Cause:
Leak Source:
LEAK
U.S. T.
Substance:
GASOLINE
Quantity / Units: UNKNOWN
Units: GALLONS
Remediation Event:
Sc
Remediation Status:
CLOSED: YES
Lead Agenc :
FISH. B
Contact:
FISH, B
Referral:
SA
VISTA
ULTRAMAR PETROLEUM, INC.
VISTA ID#:
1861756
Address*:
EAST HAMPTON ROAD
NORTHAMPTON, MA 01060
S
TATE UST - State Underground Storage Tank / SRC# 6038
Agency ID:
8205
Agency Address: SAMEASABOVE
Underground Tanks: 4
Aboveground Tanks: NOTREPORTED
Tanks Removed: 3
VISTA
LENNOX/PATTERSON FUEL CO.
VISTA ID#:
1861740
Address*:
574 HAYDENVILLE ROAD
NORTHAMPTON, MA 01060
S
TATE UST - State Underground Storage Tank / SRC# 6038
Agency ID:
8208
Agency Address: SAMEASABOVE
Underground Tanks: 5
Aboveground Tanks: NOTREPORTED
Tanks Removed: NOTREPORTED
VISTA
VETERANS ADMIN. MEDICAL CENTER
VISTA ID#:
5069501
Address*:
NORTHAMPTON, MA 01060
S
TATE UST - State Underground Storage Tank / SRC# 6038
Agency ID:
8212
Agency Address: SAMEASABOVE
Underground Tanks: 5
Aboveground Tanks: NOTREPORTED
Tanks Removed: 5
J
* VISTA address includes enhanced city and ZIP.
f j. For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
LJ Report ID: 898607010 Date of Report: January 17, 2000
--Version-2.6_. - --PageA`18
it
f-~
u
I
F7_ UNMAPPED SITES CONT.
VISTA
MASS ELECTRIC
VISTA ID#:
4252636
Address*:
548 HAYDENVILLE RD (RT 9)
NORTHAMPTON, MA 01060
STATE LUST - State Leaking under
ground Storage Tank / SRC# 4778
EPA/Agency ID:
N/A
Agency Address:
Leak ID#:
Leak Date:
SAMEASABOVE
W93-0372
0711411993
Leak Report Date:
Who Reported:
0711411993
EVANJOHNSON/TIGHE BOND
Leak Cause:
Leak Source:
OVERFILL
BELOW-GRND TANK
Substance:
DIESEL FUEL
Quantity / Units:
Units:
Remediation Event:
Remediation Status:
CLOSED: YES
Lead Agency:
WRIGHT, A
Contact:
WRIGHT A
Referral:
NO
STATE LUST - State Leaking Underg
round Storage Tank / SRC# 4778 EPA/Agency ID: N/A
Agency Address:
Leak ID#:
Leak Date:
MASSELECTRIC
54B HAYDENVILLE RD
NORTHAMPTON, MA 01060
W93-0410
0712811993
Leak Report Date:
Who Reported:
0712811993
DAVID TRUEIMA55 ELECTRIC
Leak Cause:
Leak Source:
OTHERRELEASE>
BELOW-GRND TANK
Substance:
OTHERMATERIAL
Substance:
GASOLINE
Quantity / Units: UNKNOWN
Units:
Remediation Event:
Remediation Status:
CLOSED: YES
Lead Agency:
WRIGHT A
Contact:
WRIGHT A
Referral:
NO
VISTA
SEWER PUMP STATION
VISTA ID#:
5273681
Address*:
NONATUCK PARK
EASTHAMPTON, MA 01027
STATE LUST -State Leaking Underground Storage Tank/ SRC# 6364
EPA/A enc ID:
N/A
Agency Address:
SAMEASABOVE
Leak ID#:
1-0010035
Leak Date:
1012511993
Leak Source:
UST,
Remediation Event:
STATUS DATE: 11/14/1996PHASEIICATEGORY:72HRRELATEDRTN#: -
* VISTA address includes enhanced city and ZIP.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
j1
0
n
ID
0
F1
J
UNMAPPED SITES CONT.
Remediation Status: RESPONSEACTION OUTCOME
Media Affected: MUNICIPAL,
Description / Comment: ACTION TAKEN/DATES; 0512611995-TCLASS, 0512611995-PHASEI, 0512611995-IRA,
1111411996-RAM, 11/14/1996-RAO,SUBSTANCE.• FUEL OIL,V2- , DIESEL FUEL
I'
VISTA address includes enhanced city and ZIP.
r For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
version 2. s age 20
~l
IE
ASTM + Spills
DESCRIPTION OF DATABASES SEARCHED
A) DATABASES SEARCHED TO 1 MILE
NPL
VISTA conducts a database search to identify all sites within 1 mile of your property.
SRC#: 6476
The agency release date for NPL was November, 1999.
U
The National Priorities List (NPL) is the EPA's database of uncontrolled or abandoned
hazardous waste sites identified for priority remedial actions under the Superfund
program. A site must meet or surpass a predetermined hazard ranking system score, be
chosen as a'state's top priority site, or meet three specific criteria set jointly by the US
Dept of Health and Human Services and the US EPA in order to become an NPL site.
SPL
VISTA conducts a database search to identify all sites within 1 mile of your property.
SRC#: 6363
The agency release date for Sites Plus Database- Confirmed Sites was August, 1999.
This database is provided by the Department of Environmental Protection, Bureau of
I
Waste Sites Cleanup. The agency may be contacted at: 617-292-5990.
CORRACTS
VISTA conducts a database search to identify all sites within 1 mile of your property.
SRC#: 6379
The agency release date for HWDMS/RCRIS was September, 1999.
D
The EPA maintains this database of RCRA facilities which are undergoing "corrective
action". A "corrective action order" is issued pursuant to RCRA Section 3008 (h) when
there has been a release of hazardous waste or constituents into the environment from
a RCRA facility. Corrective actions may be required beyond the facility's boundary and
can be required regardless of when the release occurred, even if it predates RCRA.
RCRA-TSD VISTA conducts a database search to identify all sites within 1 mile of your property.
SRC#: 6379 The agency release date for HWDMS/RCRIS was September, 1999.
The EPA's Resource Conservation and Recovery Act (RCRA) Program identifies and
tracks hazardous waste from the point of generation to the point of disposal. The RCRA
Facilities database is a compilation by the EPA of facilities which report generation,
storage, transportation, treatment or disposal of hazardous waste. RCRA TSDs are
facilities which treat, store and/or dispose of hazardous waste.
B) DATABASES SEARCHED TO 1/2 MILE
CERCLIS VISTA conducts a database search to identify all sites within 1/2 mile of your property.
u~ SRC#: 6474 The agency release date for CERCLIS was October, 1999.
The CERCLIS List contains sites which are either proposed to or on the National Priorities
List(NPL) and sites which are in the screening and assessment phase for possible
inclusion on the NPL. The information on each site includes a history of all pre-remedial,
remedial, removal and community relations activiies or events at the site, financial
funding information for the events, and unrestricted enforcement activities:
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #21
NFRAP VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6475 The agency release date for CERCLIS-NFRAP was October, 1999.
NFRAP sites may be sites where, following an initial investigation, no contamination was
found, contamination was removed quickly, or the contamination was not serious
enough to require Federal Superfund action or NPL consideration.
SCL VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6362 The agency release date for Sites Plus Database- Sites to be Investigated was August,
1999.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Sites Cleanup. The agency may be contacted at: 617-292-5578.
The Massachusetts List of Confirmed Disposal Sites and Locations contains the following
facility types: (1) Remedial Sites-Sites where oil or hazardous materials have been
released and an appropriate remedial action has been completed and no further
action is planned; (2) Confirmed Sites-where oil or hazardous materials have been
released and remedial response actions have not been completed; (3) Waiver Sites-A
waiver allows those conducting cleanup actions at non- priority sites to proceed at an
accelerated pace with no Departmental oversight; (4) Deleted Sites-Deleted locations
for which Preliminary Assessments, Phase I Limited Site Investigations, or Phase 11
Comprehensive Site Assessments have been completed finding that no further
investigations or response actions are required; (5) Locations to be
Investigated-Locations where oil or hazardous materials may have been released.'to: the
environment, based on past or present uses of the property, conditions reported and
any other information available to the DEP, which warrant an initial investigation. Some
of these sites are leaking underground storage tank sites or state spill sites and may also
appear on the Leaking Underground Storage Tank report or the State Spill report.
ERNS VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6181 The agency release date for was August, 1999.
The Emergency Response Notification System (ERNS) is a national database containing
records from October 1986 to the release date above and is used to collect information
for reported releases of oil and hazardous substances. The database contains
information from spill reports made to federal authorities including the EPA, the US Coast
Guard, the National Response Center and the Department of Transportation. The ERNS
hotline number is (202) 260-2342.
SWLF VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 2773 The agency release date for Demolition Landfills List was August, 1994.
This database is provided by the DEP, Division of Solid Waste, Bureau of Waste
Prevention. The agency may be contacted at: .
SWLF VISTA conducts a database search to identify all sites within 1 /2 mile of your property.
SRC#: 2878 The agency release date for Recycling Services Directory was January, 1996.
This database is provided by the DEP, Division of Solid Waste, Bureau of Waste
Prevention. The agency may be contacted at: .
For more information call VISTA Information Solutions, Inc, at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #22
SWLF VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6397 The agency release date for Solid Waste Facilities List was October, 1999.
This database is provided by the DEP, Division of Solid Waste, Bureau of Waste
Prevention. The agency may be contacted at: 617-292-5990.
SWLF VISTA conducts a database search to identify all sites within 1 /2 mile of your property.
SRC#: 6398 The agency release date for Transfer Stations List was October, 1999.
This database is provided by the DEP, Division of Solid Waste, Bureau of Waste
Prevention. The agency may be contacted at: 617-292-5578.
SPILL VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 4778 The agency release date for Spills Database (includes LUST) was March, 1996.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Sites Cleanup. The agency may be contacted at: 617-292-5937.
SPILL VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6362 The agency release date for Sites Plus Database-Spill Sites was August, 1999.
This database is provided by the Department of Environmental Protection, Bureau.of
Waste Sites Cleanup. The agency may be contacted at: 617-292-5990.
SPILL VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6364 The agency release date for Release Database was August, 1999.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Site Cleanup. The agency may be contacted at: 617-292-5937.
LUST VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 4778 The agency release date for Spills Database (includes LUST) was March, 1996.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Site Cleanup. The agency may be contacted at: 617-292-5937.
LUST VISTA conducts a database search to identify all sites within 1 /2 mile of your property.
SRC#: 6362 The agency release date for Sites Plus Database-LUST Sites was August, 1999.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Site Cleanup. The agency may be contacted at: 617-292-5990.
The Massachusetts List of Confirmed Disposal Sites and Locations includes Leaking
Underground Storage Tank sites. All facilities on this report also appear on the State
Priority Sites report. Details contained in this report pertain only to the leaking tank
reported at the site.
LUST VISTA conducts a database search to identify all sites within 1/2 mile of your property.
SRC#: 6364 The agency release date for Release Database-LUST Sites was August, 1999.
This database is provided by the Department of Environmental Protection, Bureau of
Waste Site Cleanup. The agency may be contacted at: 617-292-5937.
For more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #23
C) DATABASES SEARCHED TO 1/4 MILE
UST's VISTA conducts a database search to identify all sites within 1/4 mile of your property.
SRC#: 6038 The agency release date for Underground Storage Tank Database was June, 1999.
This database is provided by the Department of Public Safety. The agency may be
contacted at: 617-727-3200; Caution-Many states do not require registration of heating
oil tanks, especially those used for residential purposes.
TRIS VISTA conducts a database search to identify all sites within 1/4 mile of your property.
J SRC#: 4946 The agency release date for TRIS was January, 1998.
n Section 313 of the Emergency Planning and Community Right-to-Know Act (also known
J as SARA Title III) of 1986 requires the EPA to establish an inventory of Toxic Chemicals
emissions from certain facilities( Toxic Release Inventory System). Facilities subject to this
reporting are required to complete a Toxic Chemical Release Form(Form R) for specified
n chemicals,
D) DATABASES SEARCHED TO 1/8 MILE
A RCRA-LgGen VISTA conducts a database search to identify all sites within 1/8 mile of your property.
n SRC#: 6379 The agency release date for HWDMS/RCRIS was September, 1999.
The EPA's Resource Conservation and Recovery Act (RCRA) Program identifies and
tracks hazardous waste from the point of generation to the point of disposal. The RCRA
Facilities database is a compilation by the EPA of facilities which report generation,
storage, transportation, treatment or disposal of hazardous waste. RCRA Large
Generators are facilities which generate at least 1000 kg./month of non-acutely
hazardous waste ( or 1 kg./month of acutely hazardous waste).
RCRA-SmGen VISTA conducts a database search to identify all sites within 1/8 mile of your property.
SRC#: 6379 The agency release date for HWDMS/RCRIS was September, 1999.
The EPA's Resource Conservation and Recovery Act (RCRA) Program identifies and
tracks hazardous waste from the point of generation to the point of disposal. The RCRA
Facilities database is a compilation by the EPA of facilities which report generation,
j storage, transportation, treatment or disposal of hazardous waste. RCRA Small and Very
u Small generators are facilities which generate less than 1000 kg./month of non-acutely
hazardous waste.
RCRA-Viols/Enf VISTA conducts a database search to identify all sites within 1/8 mile of your property.
u The agency release date for HWDMS/RCRIS was September, 1999.
The EPA's Resource Conservation and Recovery Act (RCRA) Program identifies and
tracks hazardous waste from the point of generation to the point of disposal. The RCRA
Facilities database is a compilation by the EPA of facilities which report generation,
storage, transportation, treatment or disposal of hazardous waste. RCRA Violators are
u facilities which have been cited for RCRA Violations at least once since 1980. RCRA
u Enforcements are enforcement actions taken against RCRA violators.
End of Report
ror more information call VISTA Information Solutions, Inc. at 1 - 800 - 767 - 0403.
Report ID: 898607010 Date of Report: January 17, 2000
Version 2.6 Page #24
i 1-l
NOTES:
1. THIS PLAN HAS BEEN PREPARED AS AN EXHIBIT TO A SITE
ASSESSMENT REPORT. THIS PLAN IS INTENDED SOLELY FOR
USE IN THAT REPORT. THE LOCATION OF ALL BUILDINGS,
STREETS, AND OTHER FEATURES ARE COMPILED FROM EXISTING
PLANS. CLOUGH, HARBOUR & ASSOCIATES, LLP MAKES NO
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS
OF THIS INFORMATION.
2. THE LINES AND DIMENSIONS OF THE SUBJECT PROPERTY ARE
BASED ON SUBDIVISION PLANS PREPARED BY ALMER HUNTLEY
JR. AND ASSOCIATES, INC (PROJECT NO. 330-492) DATED
2-14-95 AND REVISED 4-10-95.
3. THE
LOCATION
OF MONITORING WELL'S
MW1, MW2, AND MW3
ARE
ACCURATE
IN RELATION TO EACH
OTHER, THE TBM AND
THE
PROPERTY
BOUNDARIES. THE TBM
IS A PIN LOCATED
BETWEEN SUBDIVISION LOTS 6 AND 7,
AND WAS ARBITRARILY
SET
AT 100.0
FT.
LEGEND
PROPERTY LINE
MW1 MONITORING WELL
Q TEMPORARY BENCH MARK
NAME
SITE PLAN
OPEN SPACE AREA
AVIS CIRCLE SUBDIVISION
NORTHAMPTON, MA
,ae
THEODORE D. TOWNE
,H7 CLOUGH, HARBOUR
,t~ & ASSOCIATES LLP
E'Nnf4MM=S, sates, PLANIEPS
® s L At4=SCAPE vao-rrE=
450 COTTAGE STREET- SPRINGMELD. MASSACHUSETTS
01104 - 413-746-0790
DRWIV BY. LW AUE 111100 MNM Na
CHKD 81: Ra SCALE f• . M' 8986
MONITORING WELL #2
Tl1r1 CI Cl l A 71l1AI_(1(115'
APPENDIX D
BORINGS AND MONITORING WELL DATA
CLOUGH, HARBOUR
& ASSOCIATES LLP
-.-_-.ENGINEERS.-SURVEYORS, PLANNERS- -
& -
LANDSCAPE ARCHRECTS
SEABOARD DRILLING, INC. BORING/WELL LOG
rl P.O. Box 3026. Springfield, MA 01101 . ( 413 ) 592-1114. Fax ( 413 ) 592-0191
~ORING NUMBER MW-1 CLIENT Clough Harbor & Assoc. Inc. INSPECTOR Ray
)ATE START January 5, 2000 PROJECT Avis Circle Sub-Division
DATE FINISH January 6, 2000 LOCATION Northampton, MA
ISHEET NO 1 OF 4
_)RILLER Rob Ingram SITE LOCUS SEE PLAN JOB # - -d 7
l~
~ISAMPLING METHOD: SS HAMMER WT 140# FALL 30" CORE BARREL: CASING: 4.2
SAMPLE DEPTH BLOWS PER 6' REC. STRATA
I NO. FEET 0-6 6-12 12-18 18-24 CHANGE FIELD CLASSIFICATION AND REMARKS
S-1 0-2 4 3 4 3 15' Moist, loose, dark-brown, loam organic SILT.
5-7 11 9 1 7 1 4 1 3 1 4'
r-~ S-3 110-12 11 4 1 4 i 3 1 6 1 NR
t,-J S-4 1 15.17 11 9 1 15 1 14 1 13 1 14'
I~ S-5 20-22 5 4 6 7 12"
LJ
h
S-6 25-27 5 8 9 9 14'
S-7 13032
, medium-dense to loose, brown, fine-
iium SAND, some silt, trace gravel.
Recovery.
, medium-dense, brown, fine-coarse SAND,
silt, trace gravel.
t c@ 19.0'.
use to medium-dense, brown fine-coarse
VD, little gravel, trace silt.
ne as 20.0'-22.0' Sample.
of boring c@ 27.0'
well @ 27.0'
e
I LE
al
0'
3 SAFE
SUMP FT. DIA. FILTER SAND 3501b RED[-MI, 1
ZOPORTIONS USED SCREED 10 SLOT 10 DIA. Z. BENTONITE 501b ROAD BOX
TRACE-0.10% RISER 20 FT. DIA. Z. BENTONITE STAND I 1
LITTLE-0-20% CAPS 1-P 1-G PORTLAND MISC.
SOME-2035%
SEABOARD DRILLING, INC. BORINGMELL LOG
I~ P.O. Box 3026. Springfield, MA 01101 . ( 413 ) 592-1114. Fax ( 413 ) 592-0191
(PORING NUMBER MW-2 CLIENT Clough Harbor & Assoc. Inc. INSPECTOR Ray Levesque
ATE START January 5, 2000 PROJECT Avis Circle Sub-Division
LIATE FINISH January 6, 2000 LOCATION Northampton, MA
(SHEET NO 2 OF 4
DRILLER Rob Ingram SITE LOCUS SEE PLAN JOB #
i
i
1GAMPLING METHOD: SS HAMMER Wl' 140# FALL 30" CORE BARREL: CASING: 4.25 HSA
',AMPLE DEPTH BLOWS PER 5' REC. STRATA WELL
- NO. FEET 0-6 6-12 12-18 18-24 CHANGE FIELD CLASSIFICATION AND REMARKS PROFI
S-1 0-2 475 5 5 15' Dry, loose, brown, fine-SAND, little silt.
'I- S-2 1 5.7 I I 5 1 7
7 1 15 1 14'
y, medium-dense, brown, fine-medium SAND,
tie silt.
F~ S-3 1 10-12 11 4 1 5
5 1 9 1 10"
1, -1 S-4 1 15-17 11 7 1 9 1 11 1 12 1 15'
20-22 11 11 116 1 17 1 19 1 14"
J S-6 1 30-32 11 17 1 21 1 23 1 22 1 16'
lash Water
let, medium-dense, brown, fine-SAND,
ace silt.
Jet, medium-dense, brown, fine-SAND, some
ILT.
let, medium-dense, brown, fine-SAND, some
it.
dense, brown, fine-SAND, little silt.
S-7
5o-52
49
42
46
5043
14'
Wet, very-dense, brown, fine-SAND, some
f
silt, 2" fine-coarse SAND lenses, trace gravel.
I IG SAFE
SUMP
FT.
DIA.
FILTER SAND 2001b
REDI-MI: 1
PROP05TIONS USED
SCREED
10
SLOT
10 DIA. 2"
BENTONITE 501b
ROAD BOX
_
TRACE-0-10%
RISER
45
FT.
DIA. Z.
BENTONITE
STAND I 1
LITTLE-0-20%
J
CAPS
1-13
1-G
PORTLAND
MISC.
SOME-20-36%
I
I AND-3b-5B%
ILI
IJ I
SEABOARD DRILLING, INC. BORINGIWELL LOG
r~ P.O. Box 3026. Springfield, MA 01101 .(413) 592-1114. Fax( 413) 592_0191
BORING NUMBER MW-3 CLIENT Clough Harbor & Assoc. Inc. INSPECTOR Rai
)ATE START January 5, 2000 PROJECT Avis Circle Sub-Division
I )ATE FINISH January 6, 2000 LOCATION Northampton, MA
ISHEET NO 3 OF 4
RILLER Rob Ingram SITE LOCUS SEE PLAN JOB #
SAMPLING METHOD: SS HAMMER WT 140# FALL 30" CORE BARREL: CASING: 4.:
SAMPLE DEPTH BLOWS PER 6' REC. STRATA
i NO. FEET 0-6 6-12 12-18 18-24 CHANGE FIELD CLASSIFICATION AND REMARK:
S-1 0-2 2 1 1 3 12" Dry, loose, loam.
r~ Organics..
YS-2 15-711 15 1 11 1 12 1 15 1 10"
r1-i S-3 1 10-12 11 10 1 12 1 12 1 16 1 15'
15-17 11 6 1 7
I S-5 1 20-22 11 6 1 7
7 1 8 1 14'
9 1 10 1 15'
S-6 1 25-17 11 8 1 14 1 15 1 15 1 12"
I S-7 130321 1 4 1 6
3 SAFE
20PORTIONS
TRACE-0-10%
LITTLE-0-20%
SOME-2035%
9 1 11 1 15'
y, medium-dense, brown, fine-medium SAND,
me silt, crushed gravel last 4.0".
y, medium-dense, brown, fine-coarse SAND,
id gravel, little silt.
y, medium-dense, brown, fine-coarse SAND,
tie gravel, silt.
oist, medium-dense, brown, fine-medium
4ND, little silt, gravel, coarse-SAND.
ry, medium-dense, brown, fine-medium SAND,
ace silt, gravel, coarse SAND.
ame as 25.0'-27.0' sample.
let @ 29.0'.
SUMP
FT. DIA.
SCREED 10
SLOT 10 DIA. Z.
RISER 30
FT. DIA. Z.
CAPS 1-P
1-G
.TER SAND 3501b
NTONITE 501b
ue
FILE
EDI-MI: 1
CAD BOX
TAND I 1
I~
SEABOARD DRILLING, INC. BORINGMELL LOG
P.O. Box 3026. Springfield, MA 01101 . ( 413 ) 592-1114. Fax ( 413 ) 592-0191
i1
_IBORING NUMBER MW-3Con't CLIENT Clough Harbor & Assoc. Inc. INSPECTOR Rai
)ATE START January 5 2000 PROJECT Avis Circle Sub-Division
_)ATE FINISH January 6, 2000 LOCATION Northampton, MA
SHEET NO 4 OF 4
"I)RILI-ER Rob Ingram SITE LOCUS SEE PLAN JOB #
(SAMPLING METHOD: SS HAMMER WT 140# FALL 30" CORE BARREL: CASING: 4
SAMPLE DEPTH BLOWS PER 5' REC. STRATA
NO. FEET 0.6 6-12 12-18 18-24 CHANGE FIELD CLASSIFICATION AND REMARK
S-8 35-37 2 4 6 10 W. Wet, medium-dense, brown, fine-medium S/
little silt, trace gravel, coarse-SAND.
End of boring @ 37.0'
Set well @ 37.0'
3 SAFE
SUMP
FT.
OPORTIONS USED
SCREED 10
SLOT
TRACE-0-10%
RISER 30
FT.
LITTLE-0-20%
CAPS 1-P
1-G
ue
LE
DIA. FILTER SAND 3501b REDI-MI: 1
DIA. 2" BENTONITE 501b ROAD BOX
DIA. 7' BENTONITE STAND I 1
SOME-20-36%
CH CLOUGH, HARBOUR
L_ & ASSOCIATES LLP
. Ae
I
PROJECT & LOCATION: kS
n CLIENT: -P 1 owy),O-
CONTRACTOR: S ea kw
GROUNDWATER OBSERVATION
WELL REPORT
BORING NO.
WELL NO. MIAI-
PROJECT NO.: $ g
SHEET NO.: OF
ELEVATION:
START DATE: CD
FINISH DATE: } U
DRILLER: Z)eja 10D
INSPECTOR: ur
DEPTH ABOVE GROUND SURFACE
OF PROTECTIVE CASING: S
DEPTH ABOVE/BELOW GROUND
SURFACE OF RISER PIPE:
INSIDE DIAMETER OF
PROTECTIVE CASING: 4
11
DEPTH BELOW GROUND
SURFACE OF PROTECTIVE rl
CASING: -Z , CJ
THICKNESS OF SURFACE SEAL:
TYPE OF SURFACE SEAL: l !TY)CYf'
TYPE OF PROTECTIVE CASING: 1
~b
INSIDE DIAMETER OF RISER PIPE:
TYPE OF BACKFILL AROUND RISER PIPE: NA-6p M14+
DIAMETER OF BOREHOLE: ` r
DEPTH TO TOP OF DEPTH TO TOP OF FINE SAND CHOKE: I~-
BENTONITE SEAL: 1 rr I
DEPTH TO TOP OF SAND PACK:
DEPTH TO TOP OF SCREEN:
TYPE OF BENTONITE
SEAL: TYPE OF SCREEN:
SCREEN DIAMETER:
SCREEN SLOT SIZE:
~ - TYPE OF BACKFILL AROUND SCREEN: z Sari-
DEPTH TO BOTTOM DEPTH TO BOTTOM OF SCREEN:
OF SANDPACK: I
Z~ DEPTH TO BOTTOM OF BOREHOLE:
N
BACKFILL MATERIAL
(IF ANY):
o Z 5,~rvo
3
(1
CLOUGH. HARBOUR
-l C &ASSOCIATES LLP
L-Q 4
i
PROJECT & LOCATION:-1j~-Z-
CLIENT: ~d IDI(L n_
CONTRACTOR: S PQ Y)o
lit{
BORING NO.
WELL NO. tAAA) - Z
PROJECT NO.: INN
SHEET NO.: OF
ELEVATION:
START DATE:
FINISH DAT : DO
DRILLER: - 82
INSPECTOR: S
DEPTH ABOVE GROUND SURFACE
OF PROTECTIVE CASING:
DEPTH ABOVE/BELOW GROUND
SURFACE OF RISER PIPE:
INSIDE DIAMETER OF
PROTECTIVE CASING: rl
DEPTH BELOW GROUND
SURFACE OF PROTECTIVE,,
CASING: Zr 5
DEPTH TO TOP OF
BENTONITE SEAL: 3~)
TYPE OF BENTONITE
SEAL:
TYPE OF PROTECTIVE CASING:
INSIDE DIAMETER OF RISER PIPE:
j2¢c ;V rx
rr
TYPE OF BACKFILL AROUND RISER PIPE:'va-hVe ml~
DIAMETER OF BOREHOLE:
DEPTH TO TOP OF FINE SAND CHOKE:
1
DEPTH TO TOP OF SAND PACK:
1
DEPTH TO TOP OF SCREEN:
TYPE OF SCREEN:
SCREEN DIAMETER:
SCREEN SLOT SIZE:
I TYPE OF BACKFILL AROUND SCREEN:
DEPTH TO BOTTOM DEPTH TO BOTTOM OF SCREEN:
OF SANDPACK: 1 L- -
3 DEPTH TO BOTTOM OF BOREHOLE:
BACKFILL MATERIAL
(IF ANY):
I)r Z
GROUNDWATER OBSERVATION
WELL REPORT
THICKNESS OF SURFACE SEAL:
TYPE OF SURFACE SEAL:
„
L
'01
Z S;pajo
5~f , S'
GLOUGH. HARBOUR
_A & ASSOCIATES LLP
C
a.~
-
f~.
.
c LMICS-E APX>f M
PROJECT & LOCATION: 15
CLIENT: I {ck X521
1J~~
{
CONTRACTOR: S P-a i~4n
L I
ILJ
dimllol
INSIDE DIAMETER OF
PROTECTIVE CASING: A
II
u
DEPTH BELOW GROUND
SURFACE OF PROTECTIVE
CASING: 7-
1 I
GROUNDWATER OBSERVATION
WELL REPORT
I1 I
BORING NO.
1.'
WELL NO. M W
3
PROJECT NO.: g
SHEET NO.: OF
ELEVATION:
START DATE:
FINISH DATE:
DRILLER:
r
INSPECTOR: LV0)(16A
StOlf$t
DEPTH ABOVE GROUND SURFACE
OF PROTECTIVE CASING:
DEPTH ABOVE/BELOW GROUND
SURFACE OF RISER PIPE:
DEPTH TO TOP OF
BENTONITE SEAL:
~
(
LJ
Z3
THICKNESS OF SURFACE SEAL:
TYPE OF SURFACE SEAL:
TYPE OF PROTECTIVE CASING:
INSIDE DIAMETER OF RISER PIPE:
Z,5 r
)1
2Q~dyy Kau
C.G`ntr2ie-
5 c
Z
I
TYPE OF BACKFILL AROUND RISER PIPE: J~1Cl~L i' ~
DIAMETER OF BOREHOLE: "
/ DEPTH TO TOP OF FINE. SAND CHOKE: NA
DEPTH TO TOP OF SAND PACK: ZS )
i
=-j DEPTH TO TOP OF SCREEN:
n
TYPE OF BENTONITE
~LJ!
SEAL: TYPE OF SCREEN:
rl
Z
SCREEN DIAMETER:
I
I
O
J
SCREEN SLOT SIZE:
Z
TYPE OF BACKFILL AROUND SCREEN
:
iJ
,
:
DEPTH TO BOTTOM DEPTH TO BOTTOM OF SCREEN
j l
OF SANDPACK: 1
J
DEPTH TO BOTTOM OF BOREHOLE:
N
\
BACKFILL MATERIAL
(IF ANY):
L'
~25~
MONITORING WELL INSTALLATION AND SAMPLING PROCEDURES
MONITORING WELL INSTALLATION
Well Construction
Soil borings are drilled using the hollow stem auger method. The drill rig will be capable of drilling with
a variety of auger sizes to depths appropriate for the given project.
Monitoring wells shall be installed in the bore hole once the boring has been completed. The well shall
be constructed of 2 inch diameter PVC riser pipe and flush joint, threaded well screen, with a screen slot
size of 0.010". The monitoring wells will be constructed inside the hollow stem auger by packing the
well screen with washed #2 silica sand (or its equivalent) as the augers are withdrawn from the boring.
The wells will be constructed so that the screen bridges the water table, allowing for any floating
materials to be detected. The sand packing will be 1-2 feet above the screen with a 1-2 foot bentonite
seal placed on top of the sand pack to seal off the well from any surface contamination. In areas where
fluctuating groundwater table elevations are expected, the bentonite seal shall be placed at shallower
depths. Clean native soil shall be used to backfill the well to approximately 1 foot below ground surface.
The riser pipe will extend from the top of the screen to the surface. At the surface, either a flush mount
road box cover or a locking steel riser pipe will be installed in a cement surface seal. The top of the riser
pipe will be sealed off with a vented locking expandable plug.
Well Development
Monitoring wells will be developed from the surface using a dedicated bailer, a pump with tubing, or a
foot valve and tubing to remove water from the wells. Clean tubing will be dedicated to each well to
prevent cross contamination. Foot valves will be decontaminated with successive rinses of methanol and
distilled water between wells or discarded if grossly contaminated. Each well will be pumped until a
sufficient amount of water is withdrawn to clear the fines from the well and packing material. Discharge
from the pump will be allowed to run onto the ground unless it is deemed necessary to contain it. If it is
necessary to contain the development water, it will be stored on site in closed top, labeled, 55 gallon
drums.
Decontamination of Drilling Equipment
All drilling equipment and associated tools including augers, split spoon samplers, drill rods, sampling
equipment, and any other equipment or tools that have come in contact with contaminated materials will
have to be decontaminated. A decontamination area will be set up in an appropriate area and equipment
will be cleaned with a high pressure steam cleaner. Wash water will not be containerized unless it is
deemed necessary, in which case it will be stored on site in a closed top, labeled, 55 gallon drum.
-2-
SAMPLING PROCEDURES
A) Soil
Subsurface soil samples will be collected using the split spoon sampling method during the drilling of the
soil boring. A 1.5" diameter split spoon sampler, 24" in length, is attached to the end of the drilling rod
and inserted into the hollow stem auger. A 140 pound weight (hammer) is raised to a height of 30" and
allowed to free fall, striking the drilling rod and driving the sampler into ground not yet disturbed by the
hollow stem auger. One strike of the hammer denotes one blow count. After the sampler is driven the
full 24", the spoon is retrieved and opened. The following observations and data are recorded on a
standard boring/well log:
1. Sample number,
2. Depth,
3. Percent recovery,
4. Blow counts (the number of strikes from the 140 lb. hammer to drive the sampler in
in 6" increments),
5. Sample description: color, soil type, moisture content, odor, etc.
6. PID screening results.
Sample spoons are cleaned between samples according to the following protocol:
1. Low phosphate detergent washing (alconox),
2. Tap water rinse,
3. Methanol rinse (or other appropriate solvent), and
4. Distilled water rinse
A representative amount of the sample is transferred to a sealed plastic bag or a 250 ml glass jar, covered
with aluminum foil, sealed with a teflon lined lid, and labeled accordingly. The split spoon soil samples
are field screened for the presence of volatile organic compounds (VOC), via the Jar Headspace
Analytical Screening Procedure, using an HNu Systems PI-101 PID unit equipped with a 10.2 eV lamp
and calibrated to Benzene.
r- Soil samples, to be analyzed by a state certified testing laboratory are collected by directly filling
J laboratory prepared glassware. Samples are then placed in a cooler with ice or refrigerated prior to
delivery to the testing laboratory.
I
-3-
B) Groundwater
r, Groundwater samples are collected from the monitoring wells in accordance with Massachusetts DEP
protocol as described in Standard References for Monitoring Wells, Massachusetts Department of
l Environmental Protection Publication No. WSC-310-91. Prior to leaving the CHA facility, CHA
personnel inspect all equipment and materials to be used during a sampling event to assure that it is in
j good working order and that it is clean thus avoiding possible contamination. Once in the field, the
following procedures are employed in sequence during each sampling event.:
The well is identified and the individual well designation is recorded on an CHA Monitoring Well
Gauging and Sampling Report form.
2. The protective casing is opened, and when appropriate, measurements of the concentration or organic
1 vapors in the well casing are made using a portable Photoionization Detector (PID) or other field
instrument and recorded.
3. Groundwater level and total depth of the well measurements are made from a designated reference
point located at the top of the well casing (usually the inner lip of the protective well casing). An
electronic oil/water interface probe, accurate to 0.01 feet, is used for all measurements. The volume
lJ of standing water within the well is calculated and recorded. All measurements are recorded on the
CHA Monitoring Well Gauging and Sampling Report form.
4. To insure the collection of a representative groundwater sample, the standing water within the well is
evacuated. The procedure used for well purging depends on the hydraulic yield of the well. When
FI-1 purging Low yield wells, the well is evacuated to dryness and allowed to recharge to 75% of its
`J original saturated thickness prior to sampling. In high yield wells, a quantity of water equal to three
(3) times the standing water volume is evacuated and recorded on the CHA Monitoring Well Gauging
a and Sampling Report form. Groundwater is removed from the well using a non-contaminating water
pump, a clean foot valve connected to disposable tubing, or a disposable plastic bailer. When using a
pump, only clean tubing is used in each well. Care is taken to record on the CHA Monitoring Well
Gauging and Sampling Report form any "floating" product, petroleum sheen, odors, or other
evidence of possible groundwater contamination observed in the purge water. When product or
other contamination is present, the purge water will be collected for proper disposal. Otherwise, the
a purge water is recharged to the same aquifer within 20 feet of the well.
5. Samples for laboratory analysis are collected with a clean foot valve connected to disposable tubing
or a bailer and transferred to appropriate sample containers. A dedicated bailer or dedicated tubing
is employed for each monitoring well. If a foot valve is used, it is decontaminated with successive
rinses of methanol and distilled water. If grossly contaminated, the foot valve is discarded and a
clean foot valve is used. When sampling for Volatile Organic Compounds (VOCs), care is taken to
avoid any unnecessary sample aeration. VOCs samples are collected in EPA approved 40 ml. vials
(VOA) sealed with teflon septum caps. Care is taken to assure that no air bubbles are sealed within
the vial. When sampling for dissolved metals analyses, groundwater samples are filtered
immediately, or as soon as possible, through clean 0.45 micrometer membranes, transferred to clean
r-
Fill
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LD
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u
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polyethylene containers, and preserved with 1:1 reagent grade nitric acid to a pH less than 2. Only
laboratory grade glass or polysulfone filter holders and receivers are used.
6. All sample containers are properly labeled, logged on a Chain of Custody Form, and immediately
placed on ice for transport to the laboratory.
7. All sampling equipment is retrieved and the well cap and protective casing is secured.
F
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n CLOUGH, HARBOUR & ASSOCIATES, LLP. JOB: 8986.07
GROUNDWATER FLOW CALCULATIONS SHEET NO.: 1 OF 1
CALC. BY: LBS
CHK. BY: RCL
n WELL # WATER ELEVATION
_J MW-3 67.64 LOWEST
MW-2 69.65 INTERMEDIATE
n MW-1 72.48 HIGHEST
I'`- JI
Calculation of intermediate level between high and low-level wells.
72.48 - 69.65 = 72.48 - 67.64
X 633
X = 370
Make a point at a distance of 370 feet on the line drawn between the highest elevation well and the lowest
elevation well. Start measuring from the highest elevation well toward the lower elevation well.
u Draw a segment from the intermediate well through that point.
Draw perpendicular from the segment of intermediate water level to high or low-level wells. This parallels
the direction of groundwater flow.
Hydraulic Gradient Calculation
hl = 72.48- 69.65 = 1.05 (ftift.)
L 3.0'
LJ
CALCULATED DIRECTION
OF GROUNDWATER FLOW
MONITORIN ELL 2
TOP E ATION=99.15'
GR 0 ELEVATION=96.80'
MONITORING WELL #3
TOP ELEVATION=97.64'
GROUND ELEVATION= 95.58'
. IJ
MONITOR] WELL #1
TOP ATION-93.08'
G NO ELEVATION-90.5
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APPENDIX E
LABORATORY DATA REPORTS
Clough, Harbour & Associates LLP Phase 1 ESA
C H CLOUGH, HARBOUR
6 ASSOCIATES LLP_
`EIJGIn1EERS, SURVEYORS. PLANNERS
6 LANDSCAPE ARCHITECTS
IL
Clough, Harbour, & Associates
450 Cottage Street
Springfield, MA 01104
SPECTRUM ANALYTICAL, INC,
Featuring
HANMAL TECHNOLOGY
Massachusetts Certification # M-MA138
Rhode Island # 99 -Maine # MA 138
Florida # E87600 / 87562
New Hampshire # 2538
Connecticut # PH-0777
New York # 11393
1/24/00
`J
Attn: Lynda B. Stark
Client Project Number:
89860705
Location: Avis Circle - Ted Towne, MA
LJ
Laboratory ID
Client Samp
le ID Analyses Requested
AB70032
SC-1
% Solids
_J
Ultrasonic Extraction . .
~I
TPH by GC
Ultrasonic Extraction,.
,
EPH Aliphatics/Aromatics
EPH Target PAH Analytes . .
AB70033
SC-2
% Solids
Ultrasonic Extraction
Ll
TPH by GC
AB70034
SC-3
% Solids
Ultrasonic Extraction
J
TPH by GC
AB70035
SCM
% Solids
Metals Digestion
JI .
Mercury Digestion
Total RCRA8 Metals
j l
Total Mercury
C ENVIRONMENTAL ANALYSES 'Page of 2
11 Atmgren Drive Agawam, Massachusetts 01001 413-189-9018 , Fax 413-1894016
L_1
II
SPECTRUM ANALYTICAL, INC,
I~
Featuring
HANMAL TECHNOLOGY
j~ Client Project Number: 89860705 Location: Avis Circle - Ted Towne, MA
Laboratory Client SamDle ID
Iii
Analyses Requested
I attest that all information contained within this report has been reviewed for accuracy and checked against all quality
J ,..-a...,,1 ..............Y _~a.. ....al.___7 ___L _~~L__L7_ ~__aL_~ '___1__~•___ _ . r . . .
ENVIRONMENTAL ANALYSES page 2 of 2
11 Almgren Drive - Agawam, Massachusetts 01001- 413-789-9018 - Fax 413-7894076
n
SPECTRUM ANALYTICAL, INC.
Laboratory Report
-1
Location: Avis Circle - Ted Towne, MA
Client: CLOUGH
Lab ID No: AB70032
Client Id: SC-1
i
Parameter Results Units
TPH Preparation
- Ultrasonic Extraction
Completed
Ultrasonic Extraction
Completed
_J Petrolem Hydrocarbon Analysis
EPH Aliph atics/Aromatics
C9-C18 Aliphatic Hydrocarbons
Not detected
L C19-C36 Aliphatic Hydrocarbons
46
C11-C22 Aromatic Hydrocarbons
Not detected
j Unadiusted C11-C22 Aromatics
Not detected
` Carbon Chain Dilution Factor
1
EPH Target PAHAnalytes
J Naphthalene
Not detected
2-Methylnaphthalene
Not detected
Acenaphthylene
Not detected
J Acenaphthene
Not detected
Fluorene
Not detected
Phenanthrene
I
Not detected
~
I
Anthracene
Not detected
Fluoranthene
Not detected
Pyrene
Not detected
Benzo (a) anthracene
Not detected
n Chrysene
Not detected
lJ Benzo (b) fluoranthene
Not detected
Benzo (k) fluoranthene
Not detected
i l Benzo (a) pyrene
Not detected
Indeno (1,2,3-cd) pyrene
Not detected
Dibenzo (a,h) anthracene
Not detected
j Benzo (g,h,i) perylene
Not detected
1-Chloro-octadecane Aliphatic (%SR)
48
n Ortho-Terphenyl Aromatic (%SR)
44
d 2-Bromonaphthalene Fractionation (%SR)
89
2-Fluorobiphenyl Fractionation (%SR)
97
- -1 Target Analyte Dilution Factor
1
Li TPH by GC
Gasoline
Not detected
Client Project No: 89860705
Submittal Date: 1/7/00
Collection Date: 1/6/00
Matrix: Soil
Reporting Start Date End Date Analyst Method
Limit
1/12/00 1/12/00 EP SW846 3550B
1/12/00 1/12/00 EP SW846 3550B
mg/Kg
30
1/24/00
1/24/00
LR
MA EPH 98-1
mg/Kg
30
1/24/00
1/24/00
LR
MA EPH 98-1
mg/Kg
30
1/24/00
1/24/00
LR
MA EPH 98-1
mg/Kg
30
1/24/00
1/24/00
LR .
MA EPH 98-1
mg/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
Na EPH 98-1
ug/Kg
160
1/24/00
1/24/00:
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
.160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
160
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
ug/Kg
0.
1/24/00
1/24/00
LR
MA EPH 98-1
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
r1
U Page I of S
~I
n
Lab ID No: AB70032
Client Id: SC-1
Collection Date: 1/6/00
Matrix: Soil
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
Fuel Oil #2
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
i
Fuel Oil #4
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Fuel Oil #6
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Motor Oil
150
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Ligroin
J
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Aviation Fuel
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Unidentified
h
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
J
,J Other Oil
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Total Hydrocarbons (GC)
150
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
1-Chloro-octadecane (%SR)
.58
mg/Kg
0.
1/14/00
1/14/00
LR
SW846 8100M
% Solids
84.6
%
1/13/00
1/13/00
DS
SM2540G
I~
U
iJ
r~
J
11
L
Page 2 of 5
in
j Lab ID No: AB70033
Collection Date: 115100
Client Id: SC-2
Matrix: Soil
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
TPH Preparation
Ultrasonic Extraction
Completed
1/12/00
1/12/00
EP
SW846 3550B
Petrolem Hydrocarbon Analysis
TPH by GC
Gasoline
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Fuel Oil #2
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
J Fuel Oil #4
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Fuel Oil #6
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Motor Oil
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
U Ligroin
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Aviation Fuel
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
n
Unidentified
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Other Oil
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Total Hydrocarbons (GC)
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
1-Chloro-octadecane (%SR)
50
mg/Kg
0.
1/14/00
1/14/00
LR
SW846 8100M
% Solids
92.0
%
1/13/00
1/13/00
DS
SM2540G
J
~J
L
i
LJ
i
Page 3 of S
Lab ID No: AB70034
Collection Date: 1/6/00
L-i
Client Id: SC-3
Matrix: Soil
J
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
n
TPH Preparation
Ultrasonic Extraction
Completed
1/12/00
1/12/00
EP
SW846 3550B
Petrolem Hydrocarbon Analysis
TPH by GC
Gasoline
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Fuel Oil #2
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
D
Fuel Oil #4
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Fuel Oil #6
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Motor Oil
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
r
Ligroin
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Aviation Fuel
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Unidentified
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
Other Oil
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
n
Total Hydrocarbons (GC)
Not detected
mg/Kg
30
1/14/00
1/14/00
LR
SW846 8100M
L-i
1-Chloro-octadecane (%SR)
51
mg/Kg
0.
1/14/00
1/14/00
LR
SW846 8100M
% Solids
87.9
%
1/13/00
1/13/00
DS
SM2540G
U
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L11
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I
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Page 4 of 5
I
17
Lab ID No: AB70035
Collection Date: 1•/6/00
Client Id: SCM
Matrix: Soil
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
Metals Preparation
Mercury Digestion
Completed
1/17/00
1/17/00
NR
EPA 245.1
Metals Digestion
Completed
1/17/00
1/17/00
NR
EPA 200.7
Metals Analysis
n
Total Mercury
Below det lim
mg/Kg
0.193
1/18/00
1/18/00
JM
EPA 245.1
l _l
Total RCRA8 Metals
Total Arsenic
Below det lim
mg/Kg
2.89
1/18/00
1/19/00
CR
EPA 200.7
Total Barium
19.4
mg/Kg
0.962
1/18/00
1/19/00
CR
EPA 200.7
Total Cadmium
Below det lim
mg/Kg
0.962
1/18/00
1/19/00
CR
EPA 200.7
Total Chromium
12.2
mg/Kg
0.962
1/18/00
1/19/00
CR
EPA 200.7
Total Lead
8.18
mg/Kg
1.92
1/18/00
1/19/00
CR
EPA 200.7
J
Total Selenium
Below det lim
mg/Kg
2.89
1/18/00
1/19/00
CR
EPA 200.7
Total Silver
Below det lira
mg/Kg
1.92
1/18/00
1/19/00
CR
EPA 200.7
% Solids
89.1
%
1/17/00
1/18/00
NR
SM2540G
n
J
u
LI
R
Matrix
❑ A eous Soil ❑ Sediment ❑ Other:
Containers
atisfactory❑ Broken ❑ Leaking
Aqueous Preservative
N/A ❑ E K2 ❑ pH>2 ❑ pH adjusted to <2 in lab Comment:
Temperature
❑ Received on ice IR(Received cold ❑ Received ambient ❑ Received with temp blank:
Were all QA/QC procedures followed as required by the EPH method? Yes No
U Were any significant modifications made to the EPH method, as specified in Section 113? Yes * see below
(l Were all performance/acceptance standards for required QA/QC procedures achieved? Yes✓ No
* Sample(s) was run via GCMS using all QC criteria specified in the method.
~J I attest that based upon y qu' of those individuals immediately responsible for obtaining the information, the
material conta' d ' r A ' the b st of my knowledge and belief, accurate and complete.
i 1/25/00
i
Preside a ora irector
Page S of S
n
n
Petroleum identification is determined by comparing the GC fingerprint obtained from the sample with a
library of GC fingerprints obtained from analyses of various petroleum products. Possible match categories
are as follows:
Laboratory Report Supplement
Interpretation of Total Petroleum Hydrocarbon Report
D
E
0
J
9 A-
SPECTRUM ANALYTICAL, INC.
Featuring
HANMAL TECHNOLOGY
Gasoline - includes regular, unleaded, premium, etc.
Fuel Oil #2 - includes home heating oil, #2 fuel oil, and diesel
Fuel Oil 94 - includes #4 fuel oil
Fuel Oil #6 - includes #6 fuel oil and bunker "C" oil
Motor Oil - includes virgin and waste automobile oil
Ligroin - includes mineral spirits, petroleum naphtha, vm&p naphtha
Aviation Fuel - includes kerosene, Jet A and JP-4
Other Oil - includes lubricating and cutting oil, and silicon oil
Factors such as microbial degradation, weathering and solubility generally prevent specific identification
within a petroleum category. A finding of "unidentified" means that the sample fingerprint was
characteristic of a petroleum product, but could not be matched to a fingerprint in our library.
After identification, the amount present in the sample is quantified using a calibration curve prepared from
a petroleum product of the same category as the identified petroleum. Unidentified petroleum is quantified
using a petroleum calibration that approximates the distribution of compounds in the sample. A * in the
results column indicates the petroleum calibration used to quantify unidentified samples.
r~
I I
_ENVIRONMENTALANALYSES
Page I oft
11 Almgren Drive - A;awam, Massachusetts 01001- 413-789.9018 - Fax 413-189-4016
SPECTRUM ANALYTICAL, INC.
Featuring
HANIBAL TECHNOLOGY
Laboratory Report Supplement
References
M
h
d
L J
SW 846
Test
et
o
s for Evaluating Solid Waste. Third edition, 1998
40 CFR 136
Guidelines Establishing Test Procedures for the Analysis of Pollutants Under the Clean Water Act
40 CFR 141
National Primary Drinking Water Regulations
40 CFR 143
National Secondary Drinking Water Regulations
40 CFR 160
Federal Insecticide, Fungicide and Rodenticide Act (FIFRA), Good Laboratory Practice Standards
-j
APHA-AWWA-WPCF
Standard Methods for the Examination of Water and Wastewater. 19th edition, 1995
ASTM D 3328
Standard Methods for the Comparison of Waterborne Petroleum Oils by Gas Chromatography
EPA 540/G-87/003
Data Quality Objectives for Remediation Response Activities, Development Process
Ll
EPA 600/4-79-012
Quality Assurance Handbook for Analytical Quality Control in Water and Wastewater Laboratories
n
EPA 600/4-79-019
Handbook for Analytical Quality Control in Water and Wastewater Laboratories
luj
EPA 600/4-79-020
Method for the Chemical Analysis of Water and Wastes
EPA 600/4-82-057
Methods for Organic Chemical Analysis of Municipal- and Industrial Wastewater
EPA 600/4-85/056
Choosing Cost-Effective QA/QC Programs for Chemical Analysis
L~
L
EPA 600/4-88/039
Method for the Determination of Organic Compounds in Drinking Water
n
J
CT ETPH
MADEP EPH
Analysis of Extractable Total Petroleum Hydrocarbons (ETPH)
Method for the Determination of Extractable Petroleum Hydrocarbons (EPH)
MADEP VPH
Method for the Determination of Volatile Petroleum Hydrocarbons (VPH)
I
QAMS 004/80
Guidelines and Specifications for Preparing Quality Assurance Program Plans, USEPA Office of
tJ
Monitoring System and Quality Assurance
GC-D-52-77
Oil Spill Identification System
Acronyms & Abbreviations
AA
Atomic Absorption
u
ASTM
American Society for Testing and Materials
BOD
Biological Oxygen Demand
oC
degree(s) Celsius
L
COD
Chemical Oxygen Demand
CMR
Code of Massachusetts Regulations
~l
DEP
Department of Environmental Protection
U
DI
De-ionized
DO
Dissolved Oxygen
n
EPA
Environmental Protection Agency
EPH
Extractable Petroleum Hydrocarbons
FID
Flame Ionization Detector
GC
Gas Chromatograph
GC / MS
Gas Chromatograph / Mass Spectrometer
ICP
Inductively Coupled Plasma
Id
Identification
MCL
Maximum Contaminant Level
J
MDL
Minimum Detection Limit
I I
MS
Matrix Spike
MSD
Matrix Spike Duplicate
NTU
Nephelometric Turbidity Units
PAHs
Polynuclear Aromatic Hydrocarbons
PCBs
Polychlorinated Biphenyls
PID
Photo Ionization Detector
PQL
Practical Quantitation Limit
R
Recovery (%R: Percent Recovery)
RSD
Relative Standard Deviation
SM
Standard Method
SR
Surrogate Recovery (%SR)
SW
Solid Waste
THM
Trihalomethane(s)
TOC
Total Organic Carbon
TOX
Total Organic Halogen
TPH
Total Petroleum Hydrocarbons
VOC
Volatile Organic Compound
VPH
Volatile Petroleum Hydrocarbons
Page 1 of 2
L4
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SPECTRUM ANALYTICAL, INC.
Featuring
HANMAL TECHNOLOGY
Massachusetts Certification # M-MA138
Rhode Island # 98 .Maine # MA138
Florida # E87600 / 87562
New Hampshire # 2538
Connecticut # PH-0777
IL Clough, Harbour, & Associates New York # 11393 1/17/00
450 Cottage Street
Springfield, MA 01104
Attn: Lynda B. Stark
n Client Project Number-.:' 8986.07 Location: Avis Circle/Ted Towne. Laboratory ID Client Samule ID Analyses Requested
AB70308 MW-1 VOCs by GC/MS
AB70309 MW-2 VOCs by GC/MS
AB70310 MW-3 VOCs by GC/MS
it
a
I attest that all information contained within this report has been reviewed for accuracy and checked against all quality
control requirements outlined in each applicable method includingany data obtained from a subcontract laboratory:
President/Laboratorv Director
ENVIRONMENTAL ANALYSES Page 1 of 1
rr 1 11 Almgren Drive - Agawam, Massachusetts 01001 e 413-789.9018 Fax 413-789-4016
I~
SPECTRUM ANALYTICAL, INC.
Laboratory Report
Location: Avis Circle/Ted Towne Client Project No: 8986.07
Client: CLOUGH Submittal Date: 1/12/00
Lab ID No: AB70308 Collection Date: 1/12/00
Client Id: MW-1 Matrix: Ground Water
Parameter Results Units Reporting Start Date End Date Analyst Method
Limit
D
Volatile Organic Compounds
VOCs by GC/MS
Acetone
Not detected
ug/L
100.0
1115100
1115100
KW
SW846 8260B
nn
~
Acrylonitrile
Not detected
ug/L
10.0
1115100
1115100
KW
SW846 8260B
ll J, Benzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
~
Bromochloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromodichloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromoform
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1
Bromomethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 826013
2-Butanone (MEK)
Not detected
ug/L
50.0
1115100
1115100
KW
SW846 8260B
~
n-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
sec-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
tert-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Carbon disulfide
Not detected
ug/L
5.0
1115100
1115100
KW
SW846 8260B
Carbon tetrachloride
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chlorobenzene
Not detected
ug/L
1.0
1115100
1/15/00
KW
SW846 8260B
I~
Chloroethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
Chloroform
Not detected
ug/L
1.0
1115100
1115100
KW
SW846.8260B
Chloromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
2-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
r~
U 1,2-Dibromo-3-chloropropane (DBCP)
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
Dibromochloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dibromoethane (EDB)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Dibromomethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,3-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,4-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Dichlorodifluoromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
1,1-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1-Dichloroethene
1
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
r
,
J cis-1,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
trans-l,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
-1 1,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Page l of 6
n
I
Lab ID No: AB70308 Collection Date: 1/12/00
Client Id: MW-1 Matrix: Ground Water
Parameter Results Units Reporting Start Date End Date Analyst Method
Limit
1,3-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
cis-1,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
trans-l,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Ethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
~Hexachlorobutadiene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2-Hexanone (MBK)
Not detected
ug/L
100.0
1115100
1/15/00
KW
SW846 8260B
Isopropylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Isopropyltoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Methyl-tert-butyl ether (MTBE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Methyl-2-pentanone (MIBK)
Not detected
ug/L
20.0
1115100
1115100
KW
SW846 8260B
Methylene chloride
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Naphthalene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Ir n-Propylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
u Styrene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1, 1, 1,2-Tetrachloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1,2,2-Tetrachloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
u Tetrachloroethene (PCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Toluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,4-Trichlorobenzene
Not detected
ug/L
1.0
1115100
1/15/00
KW
SW846 8260B
1, 1, 1 -Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
u
1,1,2-Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichloroethene (TCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichlorofluoromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Trimethylbenzene
1
2
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
,
,
1,3,5-Trimethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Vinyl chloride
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
m,p-Xylenes
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
o-Xylene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Bromofluorobenzene (%SR)
100
ug/L
1115100
1115100
KW
SW846 8260B
1,4-Difluorobenzene (%SR)
105
ug/L
1115100
1115100
KW
SW846 8260B
Chlorobenzene-d5 (%SR)
105
ug/L
1115100
1115100
KW
SW846 8260B
E
II
Page 2 of 6
n
Lab ID No: AB70309
Client Id: MW-2
Collection Date: 1/12/00
Matrix: Ground Water
Parameter Results Units Reporting Start Date End Date Analyst Method
Limit
Volatile Organic Compounds
VOCs by CC/MS
Acetone
Not detected
ug/L
100.0
1115100
1115100
KW
SW846 8260B
E
Acrylonitrile
Not detected
ug/L
10.0
1115100
1115100
KW
SW846 8260B
Benzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
~
Bromochloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromodichloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromoform
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
I
Bromomethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
2-Butanone (MEK)
Not detected
ug/L
50.0
1115100
1115100
KW
SW846 8260B
n-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
sec-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
tert-Butylbenzene
Not detected
ug/L
1.0
1115100
1/15/00
KW
SW846 8260B
'
Carbon disulfide
Not detected
ug/L
5.0
1115100
1115100
KW
SW846 8260B
J
Carbon tetrachloride
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chloroethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
Chloroform
1.3
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chloromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
I~
2-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
j
1,2-Dibromo-3-chloropropane (DBCP) '
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
J Dibromochloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2-Dibromoethane (EDB)
1
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
,
Dibromomethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
rF
1,3-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
J
1,4-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Dichlorodifluoromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
j~
1,1-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
~
JJ 1,2-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
_ 1,1-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
cis-1,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
J trans-1,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
J 1,3-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1 1,1-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
J
cis-1,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
trans-l,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Page 3 of 6
II
Lab ID No: AB70309
Client Id: MW-2
Collection Date: 1/12/00
Matrix: Ground Water
r
i
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
Ethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
~Hexachlorobutadiene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2-Hexanone (MBK)
Not detected
ug/L
100.0
1/15/00
1115100
KW
SW846 8260B
Isopropylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
:4-Isopropyltoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Methyl-tert-butyl ether (MTBE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
j~ 4-Methyl-2-pentanone (MIBK)
Not detected
ug/L
20.0
1115100
1115100
KW
SW846 8260B
i
Methylene chloride
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Naphthalene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
n-Propylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Styrene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
n 1, 1, 1,2-Tetrachloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1,2,2-Tetrachloroethane
Not detected .
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Tetrachloroethene (PCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Toluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,4-Trichlorobenzene
Not detected
ug/L
1.0
1115106
1115100
KW
SW846 8260B
1, 1, 1 -Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1,2-Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichloroethene (TCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichlorofluoromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,4-Trimethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,3,5-Trimethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Vinyl chloride
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
m,p-Xylenes
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
LJ o-Xylene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Bromofluorobenzene (%SR)
1,4-Difluorobenzene (%SR)
160
105
ug/L
ug/L
1115100
1115100
1115100
1115100
KW
KW
SW846 8260B
SW846 8260B
Chlorobenzene-d5 (%SR)
106
ug/L
1115100
1115100
KW
SW846 8260B
U
II
u
n Page 4 of 6
II
n
Lab ID No: AB70310
Client Id: MW-3
Collection Date: 1/12/00
Matrix: Ground Water
Parameter Results Units Reporting Start Date End Date Analyst Method
Limit
Volatile Organic Compounds
VOCs by GC/MS
Acetone
Not detected
ug/L
100.0
1115100
1115100
KW
SW846 8260B
Acrylonitrile
Not detected
ug/L
10.0
1115100
1115100
KW
SW846 8260B
Benzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromobenzene
Bromochloromethane
Not detected
Not detected
ug/L
ug/L
1.0
1.0
1115100
1115100
1115100
1115100
KW
KW
SW846 8260B
SW846 8260B
Bromodichloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromoform
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Bromomethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
2-Butanone (MEK)
Not detected
ug/L
50.0
1115100
1115100
KW
SW846 8260B
n-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
sec-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
tert-Butylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Carbon disulfide
Not detected
ug/L
5.0
1115100
1115100
KW
SW846 8260B
Carbon tetrachloride
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chloroethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
Chloroform
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Chloromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
2-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Chlorotoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dibromo-3-chloropropane (DBCP)
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
Ll Dibromochloromethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dibromoethane (EDB)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Dibromomethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Ir 1,3-Dichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
LJ 1,4-Dichlorobenzene
0
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Dichlorodifluoromethane
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
j
1,1-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
u
1,2-Dichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
cis-1,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
trans-1,2-Dichloroethene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1 1,3-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2,2-Dichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
(
1 1,1-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
J
cis-1,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
trans-1,3-Dichloropropene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
I
Page 5 of 6
II
i
i
i
Lab ID No: AB70310
Collection Date: 1/12/00
Client Id: MW-3
Matrix: Grou
nd Water
In
Parameter
Results
Units
Reporting
Start Date
End Date
Analyst
Method
Limit
-
Ethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Hexachlorobutadiene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
2-Hexanone (MBK)
Not detected
ug/L
100.0
1115100
1115100
KW
SW846 8260B
Isopropylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1
4-Isopropyltoluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Methyl-tert-butyl ether (MTBE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Methyl-2-pentanone (MIBK)
Not detected
ug/L
20.0
1115100
1115100
KW
SW846 8260B
Methylene chloride
Not detected
ug/L
1.0
1/15/00
1115100
KW
SW846 8260B
Naphthalene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
n-Propylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Styrene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1, 1, 1,2-Tetrachloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
L_J
1,1,2,2-Tetrachloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Tetrachloroethene (PCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Toluene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,4-Trichlorobenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1, 1, 1 -Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,1,2-Trichloroethane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichloroethene (TCE)
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Trichlorofluoromethane
Not detected
ug/L
. 1.0
1115100
1115100
KW
SW846 8260B
1,2,3-Trichloropropane
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
1,2,4-Trimethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
u
1,3,5-Trimethylbenzene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
Vinyl chloride
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 8260B
m,p-Xylenes
Not detected
ug/L
2.0
1115100
1115100
KW
SW846 826.OB
o-Xylene
Not detected
ug/L
1.0
1115100
1115100
KW
SW846 8260B
4-Bromofluorobenzene (%SR)
103
ug/L
1115100
1115100
KW
SW846 8260B
a
1,4-Difluorobenzene (%SR)
105
ug/L
1115100
1115100
KW
SW846 8260B
Chlorobenzene-6 (%SR)
108
ug/L
1115100
1115100
KW
SW846 8260B
a
n Validated by:
U
1/18/00
E Presid oratory Director
L-j Page 6 of 6
I
1
SPECTRUNI ANALYTICAL, INC.
I;
fealuriq
HANIBAL TECHNOLOGY
Laboratory Report Supplement
References
n
SW 846
Test Methods for Evaluating Solid Waste. Third edition, 1998
40 CFR 136
Guidelines Establishing Test Procedures for the Analysis of Pollutants Under the Clean Water Act
40 CFR 141
National Primary Drinking Water Regulations
40 CFR 143
National Secondary Drinking Water Regulations
40 CFR 160
Federal Insecticide, Fungicide and Rodenticide Act (FIFRA), Good Laboratory Practice Standards
APHA-AWWA-WPCF
Standard Methods for the Examination of Water and Wastewater. 19th edition, 1995
ASTM D 3328
Standard Methods for the Comparison of Waterborne Petroleum Oils by Gas Chromatography
n
j
EPA 540/G-87/003
Data Quality Objectives for Remediation Response Activities, Development Process
i
EPA 600/4-79-012
Quality Assurance Handbook for Analytical Quality Control in Water and Wastewater Laboratories
EPA 600/4-79-019
Handbook for Analytical Quality Control in Water and Wastewater Laboratories
EPA 600/4-79-020
Method for the Chemical Analysis of Water and Wastes
EPA 600/4-82-057
Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater
EPA 600/4-85/056
Choosing Cost-Effective QA/QC Programs for Chemical Analysis
EPA 600/4-88/039
Method for the Determination of Organic Compounds in Drinking Water
n
CT ETPH
Analysis of Extractable Total Petroleum Hydrocarbons (ETPH)
MADEP EPH
Method for the Determination of Extractable Petroleum Hydrocarbons (EPH)
MADEP VPH
Method for the Determination of Volatile Petroleum Hydrocarbons (VPH)
D
QAMS 004/80
Guidelines and Specifications for Preparing Quality Assurance Program Plans, USEPA Office of
Monitoring System and Quality Assurance
GC-D-52-77
Oil Spill Identification System
Acronyms & Abbreviations
AA
Atomic Absorption
ASTM
American Society for Testing and Materials
BOD
Biological Oxygen Demand
L
oC
degree(s) Celsius
COD
Chemical Oxygen Demand
CMR
Code of Massachusetts Regulations
~
DEP
Department of Environmental Protection
J
DI
De-ionized
DO
Dissolved Oxygen
F`
EPA
Environmental Protection Agency
EPH
Extractable Petroleum Hydrocarbons
FID
Flame Ionization Detector
1
GC
Gas Chromatograph
L]
GC / MS
Gas Chromatograph / Mass Spectrometer
.ICP
Inductively Coupled Plasma
`
Id
Identification
MCL
Maximum Contaminant Level
MDL
Minimum Detection Limit
I
MS
Matrix Spike
MSD
Matrix Spike Duplicate
NTU
Nephelometric Turbidity Units
PAHs
Polynuclear Aromatic Hydrocarbons
PCBs
Polychlorinated Biphenyls
PID
Photo Ionization Detector
PQL
Practical Quantitation Limit
R
Recovery (%R: Percent Recovery)
RSD
Relative Standard Deviation
SM
Standard Method
SR
Surrogate Recovery (%SR)
SW
Solid Waste
THM
Trihalomethane(s)
TOC
Total Organic Carbon
TOX
Total Organic Halogen
TPH
Total Petroleum Hydrocarbons
VOC
Volatile Organic Compound
VPH
Volatile Petroleum Hydrocarbons
Page 1 of 2
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