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" " ATTORNEY'S OFFICE
TOWN OF SOUTHOLD
ENVIRONMENTAL ASSESSMENT REPORT
CAREY TANK FARMS
BREAKWATER ROAD
MATTITUCK, NEW YORK
FOR
TOWN OF SOUTHOLD
JANUARY 1990
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ENVIRONMENTAL ASSESSMENT REPORT
CAREY TANK FARMS
BREAKWATER ROAD
MATTITUCK, NEW YORK
TABLE OF CONTENTS
SECTION NO. TOPIC PAGE NO.
1 SCOPE 1
2 SITE LOCATION 2
3 SURRONDING LAND USE 2
4 SITE DESCRIPTION 3
5 PLANT OPERATIONS 4
6 REGUALTORY COMPLIANCE RECORD SEARCH 7
7 PHOTOIONIZATION DETECTOR SCREENING 9
8 SITE SAMPLING AND LABORATORY ANALYSIS 10
8. 1 Soils 10
8. 2 Groundwater 12
9 CONCLUSIONS AND RECOMMENDATIONS 15
LIST OF APPENDICES
APPENDIX A
Figures
APPENDIX B
Tables
APPENDIX C
Laboratory Reports
APPENDIX D
Photographs
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1 - SCOPE
This environmental assessment study and report was
conducted to provide the Town of Southold with an appraisal
of potential environmental liabilities of the Carey Tank
Farms in Mattituck, New York. It is understood that the
Town of Southold plans to purchase the subject property in
the immediate future.
The environmental assessment of the Carey Tank Farms
was designed to evaluate chemical hazards on the subject
property. This was accomplished through a detailed
assessment of existing land use, operations of present
tenants, water supply, sewage disposal, waste processes,
possible waste dumping areas, drainage patterns, storage
vessels and neighboring land uses. Specifically, the
environmental assessment study and report included the
following tasks:
1. Visually inspect the subject property to identify
facility operations, chemical usage and storage
and waste disposal practices.
2 . Conduct air monitoring and soil probing with a
portable photoionization detector (PID) to screen
for organic contamination.
3 . Collect soil and groundwater samples for
laboratory analysis. The samples were obtained
from suspect areas in order to confirm the
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presence or absence of soil and/or groundwater
contamination.
4 . Examine available listings to determine whether
the subject property or any neighboring properties
are a known or suspected hazardous waste disposal
site.
5 . Review existing environmental compliance records
with the Suffolk County Department of Health
Services and New York State Department of
Environmental Conservation.
2 - SITE LOCATION
The subject property is located on Breakwater Road in
Mattituck, New York. The site is located just northeast of
the intersection between Breakwater Road and Naugles Road.
The site is bordered on the east by Mattituck Creek, on the
west by Breakwater Road and on the north/south by
undeveloped property. Figure 1, Location Map (see Appendix
A) , shows the exact location of the site. The subject
property occupies approximately 1. 3 acres in District 1000,
Section 99, Block 4, Lot 1.
3 - SURROUNDING LAND USE
Carey Tank Farms is located in a primarily residential
section of Mattituck, New York. Commercial and industrial
development in this area is very limited. The majority of
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property near the Carey Tank arms is either undeveloped or
zoned for agricultural/residential use.
Sound Beach and a jetty are located just north of the
subject property. Fishing, swimming, boating and various
other recreational activities are conducted at this location
on a seasonal basis. The Mattituck Park District is located
west of the subject property and along the eastern perimeter
of Mattituck Inlet. The property directly south of Carey
Tank Farms is currently undeveloped. An abandoned concrete-
asphalt plant, a fishing station and a NYS Conservation Area
are located southeast of the subject property.
4 - SITE DESCRIPTION
Facility site inspections were conducted by H2M
personnel on October 31, 1989 and November 21, 1989 .
Photographs taken during the site inspection are included in
Appendix D.
Figure 2 , Site Plan (see Appendix A) , shows the layout
of the subject property and petroleum storage facilities.
The site fronts Breakwater Road and Mattituck Inlet for
approximately four hundred forty (440) feet and four hundred
twenty (420) feet, respectively. The width of the property
varies from seventy-five (75) feet along the northern
perimeter of the site to three hundred forty (340) feet
along the southern perimeter of the site.
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Petroleum products were stored at Carey Tank Farms for
distribution to tanker trucks. Eight petroleum storage
vessels and a four hundred square foot (400 ft2) control
room are located on the subject property. The petroleum
storage vessels are located in the center of the site. A
six (6) foot tall chain link fence surrounds the entire
facility. The one-story control room is constructed from
concrete block/brick and is approximately twenty-five feet
long by sixteen (16) feet wide. Two petroleum transfer
stations are located along the northern perimeter of the
site. Petroleum products are transferred to tanker trucks
at this location.
Potable water supply for this area of Mattituck is
provided by private wells. Sanitary wastewater discharges
are disposed of via septic tanks and leaching pools.
Stormwater runoff is directed into Mattituck Creek due to
the property's pitch. No stormdrains or drywells were
located on the subject property at time of our inspection.
5 - PLANT OPERATIONS
Petroleum transfer, storage and distribution operations
were conducted at Carey Tank Farms in the past. Figure 2,
Site Plan (see Appendix A) , shows the location of all
petroleum storage vessels and transfer piping. The
petroleum storage facility was not operating at the time of
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our inspection. All petroleum products had been removed
from on-site vessels and piping.
Eight petroleum storage vessels were present on-site at
the time of our facility inspections. The content and
capacity of each storage vessel is presented on Table 1,
Petroleum Storage Vessel Capacity (see Appendix B) .
Petroleum storage vessels at Carey Tank Farms have a
combined capacity of approximately eight hundred forty
thousand (840, 000) gallons.
Diesel fuel, kerosene, gasoline, fuel oil No. 2 and
Flying 100 were periodically delivered to the facility.
Tankers would dock in Mattituck Inlet and transfer petroleum
products to on-site vessels via four connection spurs
located along the eastern perimeter of the site. The
petroleum products were pumped to the storage vessels via
two 8-inch and two 10-inch I.D. steel pipes. Approximately
seventy-five percent (75%) of the petroleum transfer piping
is abovegrade. Fuel oil no. 2 was stored in tanks 1, 2 , 3
and 7. Flying 100 was stored in tanks 4 and 5. Kerosene
and diesel fuel were stored in tanks 6 and 8, respectively.
Numerical tank designations are presented on Figure 2 , Site
Plan.
Petroleum products were stored on-site for distribution
to tanker trucks. Two aboveground pump stations are located
just east of the three foot tall concrete retaining wall
shown on Figure 2 . Six 5 H.P. Ingersoll-Rand pumps transfer
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petroleum products to the petroleum loading area. Two steel
platforms are located in this area. The petroleum loading
platforms contain several Neptune meters and flexible
distribution hoses. Tanker trucks enter the petroleum
loading area from Breakwater Road. The vehicles are filled
with diesel fuel, kerosene, gasoline fuel oil no. 2 and
Flying 100. The petroleum loading area has the capacity to
fill three vehicles concurrently.
A detailed inspection of piping and storage vessels at
this facility revealed the absence of secondary containment
and leak detection systems. Presently, Article 12 of the
Suffolk County Sanitary Code mandates that petroleum storage
vessels of this capacity be double walled or surrounded by
an impervious containment dike designed to contain one
hundred and ten percent (110%) of the total tank volume.
The absence of secondary containment or leak detection
systems has the potential to allow petroleum releases to
impact soils and groundwater on the subject property.
An overfill detection system was installed at the
petroleum storage facility. The overfill detection system
consists of three (3) inches I.D. steel pipes running from
the top of each storage vessel to a common manifold located
just outside the facility's control room. Petroleum
products would overflow into the pipe during an overfill
condition and trigger a visual/audible alarm in the control
room.
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As previously mentioned the petroleum storage facility
was out of service at the time of our site inspection.
Approximately twenty-five percent (25%) of the piping was
below grade. A visual examination of the piping system
revealed that several lines had rusted through. Areas
surrounding the eight petroleum storage vessels are covered
with plastic tarps.
6 - REGULATORY COMPLIANCE RECORD SEARCH
The regulatory compliance record search consisted of
reviewing 1) the 1989 NYSDEC Inactive Hazardous Waste
Disposal Site List, 2) 1989 USEPA CERCLAS list of potential
hazardous waste sites, 3) NYSDEC records and 4) SCDHS
records.
The NYSDEC Inactive Hazardous Waste Site List and the
USEPA CERCLAS List contain information on all known or
suspected inactive waste sites in Suffolk County, New York.
Currently, only one site on the lists is located within a
three mile radius of Carey Tank Farms. Mattituck Airbase is
located approximately 2. 5 miles southeast of the subject
property. Disposal of solvents from aircraft engine
rebuilding operations has been confirmed by the NYSDEC.
Groundwater quality below the Mattituck Airbase has been
impacted by on-site discharges. However, due to the
distance and location of the Mattituck Airbase, it is not
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expected that contamination from this site should impact the
environmental quality of Carey tank Farms.
Freedom of Information requests were filed with the
NYSDEC and SCDHS on November 21, 1989. The intent of this
request was to gain access to NYSDEC and SCDHS files on the
subject property.
The Suffolk County Oil Spill Log was reviewed by H2M at
the NYSDEC Stony Brook office on January 4, 1990. The log
book contains the name, date and file number of all reported
petroleum product spills in Nassau and Suffolk Counties.
All reports of petroleum product spills from 1977 to the
present date are contained in the log book.
In the past, several spills of petroleum products were
reported nearby Carey Tank Farms. Spills of No. 2 fuel oil
occurred in Mattituck Inlet during July and August of 1979 .
An asphalt spill from the nearby plant on Naugles Road
occurred on June 28, 1980. A large amount of asphalt was
found dripping into Mattituck Inlet.
The only reported spill at the Carey Tank Farms site
occurred on July 31, 1979. An undetermined amount of
gasoline was released at Vantage Oil terminal and into the
Inlet. The gasoline spill was investigated by the Coast
Guard and the Department of Transportation. At the time of
this report, we were not yet granted access to NYSDEC File
No. 79-0651 regarding this spill. Ms. Roslyn Orenstein of
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the NYSDEC reported that their oil spill division had no
further knowledge of additional spills at Carey Tank Farms.
An interview with Mr. Otto Renenberg of SCDHS on
January 3, 1990 indicates that detailed records of this site
are available. However, this file is currently on loan to
the Suffolk County District Attorney's office. Mr.
Renenberg has request that the file be returned for our
review. An addendum to this report will be issued once
additional information from NYSDEC and SCDHS is released.
7 - PHOTOIONIZATION DETECTOR SCREENING
The site survey consisted of a visual inspection and
initial screening of the property using a portable
photoionization detector (PID) . The PID is designed to
detect a wide variety of organic compounds (e.g. , gasoline,
diesel fuel, lubricating oil, degreasers, etc. ) and some
inorganic compounds. Compounds detected are expressed as
total concentration in parts per million (ppm) .
Ambient and subsurface PID readings were obtained at
approximately sixty (60) locations on site. Areas tested
included the petroleum loading area, petroleum storage area
and areas along the northern/eastern perimeters of the site.
At each location, subsurface PID readings were acquired by
inserting the PID probe into half inch diameter holes
punched into the soils. Each hole was driven to a depth of
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approximately three feet below grade. Figure 3 , PID
Screening, presents the results of our field work.
As shown on Figure 3 , the majority of readings obtained
from the site were at or below ambient levels of 1. 0 ppm.
However, three general areas of elevated PID readings were
encountered during this assessment. The soils between
storage vessels Nos. 7 and 8 produced PID readings of 2 . 0
ppm and 1. 5 ppm. Soils adjacent to petroleum storage vessel
No. 2 produced a PID reading of 3 ppm. Four elevated PID
readings in the petroleum loading area were also discovered
during our assessment. Visually stained soils were present
at the petroleum loading area and adjacent to storage vessel
no. 2 .
8 - SITE SAMPLING AND LABORATORY ANALYSIS
In order to determine the extent of contamination, soil
and groundwater samples were collected for laboratory
analysis. Site sampling was conducted by H2M personnel on
November 29 , 1989 .
8 . 1 - Soils
Fifteen soil samples were collected for laboratory
analysis during this assessment. The locations of all soil
samples are shown in Figure 4, Sampling Locations (See
Appendix A) . The soil samples were designated by letters A
through 0. The intent of the sampling and analyses was to
determine if subsurface soils had been impacted by gasoline,
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diesel fuel, lubricating oil, fuel oil or degreasers. Soil
sampling locations were chosen based upon a detailed visual
inspection of the site and our subsurface PID analysis.
Samples were collected from areas which exhibited the
highest likelihood of contamination. For example, several
soil samples at Carey Tank Farms were collected from beneath
transfer piping, pumps, visually stained soils or directly
adjacent to petroleum storage vessels.
The soil samples were analyzed by H2M Labs, Inc. . All
fifteen soil samples were analyzed for petroleum
hydrocarbons using gravametric analysis. In addition, five
of the soil samples were submitted for E.P. toxic metal and
volatile organic analyses. Metal analyses were performed
using atomic absorption for arsenic, barium, cadmium,
chromium, lead, mercury, selenium and silver. Volatile
organic analysis were performed using gas chromatography for
thirty (30) volatile organic compounds. These compounds are
typically found in diesel fuel, gasoline, lubricating oil,
fuel oil degreasing solvents and cleaners. All analyses
were performed in accordance with EPA Test Methods for
Evaluating Solid Waste, Physical/Chemical Methods.
Laboratory reports are enclosed in Appendix C.
Laboratory results for petroleum hydrocarbons
concentrations in the soil samples are summarized in Table 2
(see Appendix B) . Elevated concentrations of petroleum
hydrocarbons were detected in five of the fifteen soil
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samples. Soil sample B was collected from beneath a 10" ID
steel pipe and contained petroleum hydrocarbons at a
concentration of 46 mg/kg. Soils beneath the two
aboveground pump stations, located just east of the three
foot tall concrete retaining wall, contained petroleum
hydrocarbons at concentrations of 6930 mg/kg and 3460 mg/kg,
respectively. Two soil samples taken from the petroleum
loading area contained petroleum hydrocarbons at
concentrations of 101 mg/kg and 476 mg/kg. The NYSDEC has
an informal cleanup guideline of 50 mg/kg.
Low level concentrations of barium, cadmium and lead
were found in three of the soil samples. However, metal
concentrations of this magnitude frequently occur naturally
in this region of the northeast United States. Volatile
organic compounds were not found in the soils at the method
detection limit.
8 . 2 Groundwater
Nineteen groundwater monitoring wells were present on
site at the time of our facility inspection. The exact
location and numerical designation of each monitoring well
is presented in Figure 4, Sampling Locations (see Appendix
A) .
Groundwater samples were collected from all nineteen
monitoring wells using clear plastic bailers. The intent of
sampling each monitoring well was to determine the amount,
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if any, of floating product. A visual inspection of
groundwater from each monitoring well revealed the absence
of floating product on-site at the time of our inspection.
Groundwater monitoring well sampling locations were
chosen based upon an assumed groundwater flow direction in
relation to the petroleum storage vessels. The predicted
groundwater flow direction in this area is generally
northeast, however, the tidal influence of Mattituck Inlet
may also affect flow direction. The purpose of sampling
upgradient wells (MW 17 and MW 18) is to provide background
water quality data to identify potential off-site
contributing sources of contamination. The objective of
sampling downgradient wells (MW 2 , MW 4 , MW 7, MW 11, MW 12 ,
MW 14, MW 15, and MW 16) is to monitor the quality of
groundwater exiting the subject property. Appreciable
differences in groundwater quality entering and leaving the
site may be attributed to on-site sources of contamination.
Groundwater sampling was conducted by H2M personnel on
November 29, 1989. Prior to sample collection, the pH and
conductivity meters were calibrated and the water level
probe cleaned. A piece of plastic was placed on the ground
around the well. All well sampling operations were
conducted on this plastic to minimize the potential of
splashing water around the well casing and to prevent the
potential for the purged water to run down the casing.
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At each well, a water level indicator was used to
establish groundwater elevations. The elevation measured
was subtracted from the total depth of the well and used to
calculate the static water volume. Each well was then
purged for the amount of time necessary to comply with USEPA
Publication SW-611, Part 6. 2 . 1, "Sampling Withdrawal
Methods, " which states a minimum of three casing volumes of
water must be removed from a well to ensure that the sample
is representative of water from the aquifer.
The three monitoring wells were purged using disposable
plastic bailers. Disposable plastic bailers were also used
to collect groundwater samples from the monitoring wells.
Each bailer was dedicated to a particular sampling point to
prevent cross contamination. A new polypropylene rope was
used for bailing at each monitoring well. Excess water
bailed from these wells and purged groundwater
weredischarged several feet downgradient of the well. The
first three bailer volumes were placed in a plastic
container and used to measure field parameters.
Groundwater from monitoring well nos. 2 , 4, 7, 11, 12 ,
14 , 15, 16, 17 and 18 was analyzed for volatile halogenated
and non-halogenated organics. Groundwater samples from
monitoring wells nos. 4 and 18 were also submitted for E.P.
toxic metal analysis. All analyses were performed at H2M
Labs, Inc. Laboratory results are included in Appendix C.
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Elevated concentrations of benzene (35 ug/l) ,
ethylbenzene (12 ug/l) and total xylenes (283 ug/1) were
found in a downgradient monitoring well (MW 2) . Toluene (17
ug/l) and total xylenes (65 ug/l) were also found in
monitoring well no. 14 . Volatile organic results are
summarized in Table 3 (see Appendix B) . NYSDEC groundwater
discharge standards for benzene, ethylbenzene and total
xylenes are 5 ug/l.
Groundwater samples from monitoring well no. 4 and no.
18 were also analyzed for arsenic, barium, cadmium,
chromium, lead, mercury, selenium and silver. Laboratory
reports for these parameters are included in Appendix C.
9 - CONCLUSIONS AND RECOMMENDATIONS
Based upon our visual observations, PID screening and
laboratory analysis, there is evidence of serious soil and
groundwater contamination at Carey Tank Farms.
Petroleum hydrocarbon contamination of soils extends
throughout the southwest quadrant of the site. Laboratory
results from this study show elevated concentrations of
petroleum hydrocarbons in the petroleum loading area and
adjacent to storage vessels nos. 1 and 2 . The
concentrations of petroleum hydrocarbons in this area would
warrant remediation according to NYSDEC informal cleanup
guidelines.
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Groundwater quality has also been impacted by past on-
site activities. Two downgradient monitoring wells
contained concentrations of benzene, toluene, ethylbenzene
and xylenes in excess of current NYSDEC groundwater
discharge standards.
Exposure to liability for the Town of Southold could
potentially be very high by purchasing Cary Tank Farms at
this time. Removal of the eight storage vessels would have
to be conducted in the presence of an inspector from the
NYSDEC or SCDHS . Any contamination uncovered during tank
removal would have to be excavated and properly disposed of
along with the contamination previously identified in this
report. Costs for remediation could significantly impact
the property' s value.
We recommend that the Town of Southold request that the
current owner remove all petroleum storage vessels and
equipment from the site. Additional study should be
conducted to delineate the vertical and horizontal extent of
contamination. We also recommend that soil samples be
collected from beneath each petroleum storage vessel for
laboratory analysis. In addition, several soil borings
should be installed on site to further assess the need for
remediation. The petroleum hydrocarbon contamination in the
southwest quadrant should also be removed and properly
disposed of at this time. All work should be conducted by a
licensed contractor.
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Until the petroleum hydrocarbon contamination is
further defined and removed from the site, it is our opinion
that significant evironmental liabilities may be associated
with the Carey Tank Farms.
If you should have any questions or comments, please
contact this office.
Respectfully submitted by:
HOLZMACHER, McLENDON & MURRELL, P.C.
IVAYk,,,r, :21-%
William J. aly
WJD/cdr
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APPENDIX A
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LOCATION MAP
SCALE: 1"=2000'
PROPERTY LOCATED IN
TOWN OF SOUTHOLD
—_ __---_ SECTION 99, BLOCK 4, LOT 1
.............
1-IAGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS
MELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J.
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FIGURE 2
MATTITUCK I X1 INLET
X X X X X X X X X X X X /E
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CONNECTION SPURS FOR
PETROLEUM DELIVERY
x
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STEEL PETROLEUM ® x PRODUCTS ARE TRANSFERRED
STORAGE VESSEL ® (VIA 6" ID PIPES) TO THE
x (TYP.)
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PETROLEUM LOADING AREA SITE PLAN
3 SCALE: 1"=20'
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LUTHERS (BREAKWATER) ROAD
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MELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J.
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FIGURE 3
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- RX ® x x ® x lx x x x x x x x R
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MATTITUCK, NEW YORK
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LUTHERS (BREAKWATER) ROAD
11-12MGROUD ENGINEERS • NtCPWIECTS • PLANNERS • SCOMRSTS • SURVEYORS
MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD, N.J.
1.
FIGURE 4
II II
MATTITUCK 1 xi INLET
— x ( --x x x x x x x x X xFE
x ® 0 0 0 MW5°0 ®X
MW1 MW2 MW3 MW4 MW6 MW7
x
A B C "
® 6' TALL CHAIN
LINK/ FENCE—N.
M W8 `y
UNDEVELOPED \ UNDEVELOPED
PROPERTY X PROPERTY
/ • \ ,")
i
,
MW14
D ® X KEY i1
E F 1
\, 0 4" PVC MONITORING WELL
1 0 2" PVC MONITORING WELL
X
MW12 K SOIL SAMPLING LOCATIONS
® ® ® BY LETTERS A THROUGH P
k MW9 MW11
® M W13
MW10 GROUNDWATER SAMPLES WERE
/ G X COLLECTED FOR LABORATORY
MW15 ANALYSIS FROM MW2, MW4,
}/ ® MW7, MW11, MW12, MW14,
H I x MW15, MW16, MW17, MW18
/} K L M MW16 X SAMPLING
LOCATIONS
\/ SCALE: 1"=20'
N 0 XCAREY TANK FARMS
X
0 MATTITUCK, NEW YORK
MW17 MW18 x
fe/ -
x x x x x x x x x x x x x ® x x x x x xMW9® x F
LUTHERS (BREAKWATER) ROAD
I-iMGRc (JP ENGINE • AR • ' • SURVEYORS
MELVILLE, N.Y. RIVERHEAD. N.Y. FAIRFIELD, N.J.
r
'
I1 GROUP
APPENDIX B
TABLES
41
L
i 1
I-1 GROUP
TABLE 1
Petroleum Storage Vessel Capacity
Carey Tank Farms
Mattituck, New York
Tank # Size Capacity Contents
1 30' D x 25' H 130, 000 gallons Fuel oil #2
2 30' D x 25' H 130, 000 gallons Fuel oil #2
3 30' D x 25' H 130, 000 gallons Fuel oil #2
4 12 ' D x 35' L 30, 000 gallons Flying 100
5 12 ' D x 35' L 30, 000 gallons Flying 100
6 30' D x 25' .H 130, 000 gallons Kerosene
7 30' D x 25' H 130, 000 gallons Fuel oil #2
8 30' D x 25' H 130, 000 gallons Diesel
1-12AGROUP
TABLE 2
Petroleum Hydrocarbon Concentration
Carey Tank Farms
Mattituck, New York
Soil Sample Petroleum Hydrocarbons (mg/kg)
A <47
B 46
C <43
D <46
E <47
F <43
G <52
H <42
I 6930
J 3460
K <48
L <43
M <43
N 101
O 476
,
tH2AGROUP
TABLE 3
Volatile Organic Analysis*
Carey Tank Farms
Mattituck, New York
Groundwater
Sample No. Benzene Toluene Ethylbenzene Xylene Chloroform
MW2 35 ND 12 283 ND
MW4 ND ND ND ND ND
MW7 ND ND ND ND ND
MW11 ND ND ND ND ND
MW12 ND ND ND ND ND
MW14 ND 17 4 65 ND
MW15 ND ND ND ND ND
MW16 ND ND ND ND ND
MW17 ND ND ND ND ND
MW18 ND ND ND ND 4
Field Blank ND ND ND ND ND
* All results presented in parts per billion (ug/1)
ND - indicate compound was not detected at method detection limit
APPENDIX C
Laboratory Reports
II
i
•
•
11-1 1I 575 Broad Hollow Road, Melville, N.Y. 11747
I__itIIS� ,��• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971609
53095 Main Rd. Date Collected: 11/29/89
Southold, NY 11971 Date Received: 11/29/89
Type: Miscellaneous
Point : Sample E
Soil Samples
Collected By :WJD 03
PRIORITY POLLUTANTS ANALYSIS - PURGEABLE ORGANICS
Compound ug/kg dry wt.
Chloromethane 1 ) ND
Bromomethane 1 ) ND
Vinyl Chloride 1 ) ND
Chloroethane 1 ) ND
Methylene Chloride ND
Trichlorofluoromethane ND
1 , 1-Dichloroethene ND Quantification
1 , 1-Dichloroethane ND limit : 6 ug/kg dry wt .
cis/trans-1, 2-Dichloroethene ND
Chloroform ND
1 , 2-Dichloroethene ND ND - Under quantification
1 , 1 , 1-Trichloroethane ND limit .
Carbon Tetrachloride ND
Bromodichloromethane ND 1 ) Quantification
1 , 2-Dichloropropane ND limit : 13 ug/kg dry wt .
Trans-1 , 3-Dichloropropene ND
Trichloroethene ND
Dibrornochloromethane ND
1 , 1 , 2-Trichloroethane ND
cis-1 , 3-Dichloropropene ND
Benzene ND
2-Chloroethylvinyl Ether 1 ) ND
Bromof orm ND
1 , 1 , 2, 2-Tetrachloroethane ND
Tetrachloroethene ND
Toluene ND
Chlorobenzene ND
Ethylbenzene ND
1 , 2-Dichlorobenzene ND
1 , 3-Dichlorobenzene ND
1 , 4-Dichlorobenzene ND
Xylene (total ) ND ********************
* *
Date Analyzed : 12/20/89
Date Reported : 12/28/89 ***
J9 n J. Molloy, P. E.
L boratory Director
_ .
AES, Broad Hollow Road, Melville, N.Y. 11747
(516) 691-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971610
53095 Main Rd. Date Collected: 11/29/89
Southold, NY 11971 Date Received: 11/29/89
Type : Miscellaneous
Point : Sample G
Soil Samples
Collected By:WJD 03
PRIORITY POLLUTANTS ANALYSIS - PURGEABLE ORGANICS
Compound ug/kg dry wt.
Chloromethane 1 ) ND
Bromomethane 1 ) ND
Vinyl Chloride 1 ) ND
Chloroethane 1 ) ND
Methylene Chloride ND
Trichlorofluoromethane ND
1 , 1-Dichloroethene ND Quantification
1 , 1-Dichloroethane ND limit : 6 ug/kg dry wt.
cis/trans-1 , 2-Dichloroethene ND
Chloroform ND
1 , 2-Dichloroethane ND ND - Under quantification
1 , 1 , 1-Trichloroethane ND limit .
Carbon Tetrachloride ND
Bromodichloromethane ND 1 ) Quantification
1 , 2-Dichloropropane ND limit : 13 ug/kg dry wt .
Trans-1 , 3-Dichloropropene ND
Trichloroethene ND
Dibromochloromethane ND
1 , 1 , 2-Trichloroethane ND
cis-1 , 3-Dichloropropene ND
Benzene ND
2-Chloroethylvinyl Ether 1 ) ND
Bromoform ND
1 , 1 , 2, 2-Tetrachloroethane ND
Tetrachloroethene ND
Toluene ND
Chlorobenzene ND
Ethylbenzene ND
1 , 2-Dichlorobenzene ND
1 , 3-Dichlorobenzene ND
1, 4.-Dichlorobenzene ND
Xylene (total ) ND ********************
Date Analyzed : 12/20/89 * �✓�GCGfi�_---
Date Reported : 12/28/89 ** *****************
J n J. Molloy, P. E.
Laboratory Director
284 ILAES, 575 Broad Hollow Road, Melville, N.Y. 11747
• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971611
53095 Main Rd. Date Collected: 11/29/89
Southold, NY 11971 Date Received: 11 /29/89
Type: Miscellaneous
Point : Sample K
Soil Samples
Collected By : WJD 03
PRIORITY POLLUTANTS ANALYSIS - PURGEABLE ORGANICS
Compound ug/kg dry wt .
Chloromethane 1 ) ND
Bromomethane 1 ) ND
Vinyl Chloride 1 ) ND
Chloroethane 1 ) ND
Methylene Chloride ND
Trichlorofluoromethane ND
1 , 1-Dichloroethene ND Quantification
1 , 1-Dichloroethane ND limit : 7 ug/kg dry wt .
cis/trans-1 , 2-Dichloroethene ND
Chloroform ND
1 , 2-Dichloroethane ND ND - Under quantification
1 , 1 , 1-Trichloroethane ND limit .
Carbon Tetrachloride ND
Bromodichloromethane ND 1 ) Quantification
1 , 2-Dichloropropane ND limit : 14 ug/kg dry wt .
Trans-1 , 3-Dichloropropene ND -
Trichloroethene ND
Dibromochloromethane ND
1 , 1 , 2-Trichloroethane ND
cis-1 , 3--Dichloropropene ND
Benzene ND
2-Chloroethylvinyl Ether 1 ) ND
Bromoform ND
1 , 1 , 2, 2-Tetrachloroethane ND
Tetrachloroethene ND
Toluene ND
Chlorobenzene ND
Ethylbenzene • ND
1 , 2-Dichlorobenzene ND
1 , 3-Dichlorobenzene ND
1 , 4-Dichlorobenzene ND
Xylene (total ) ND ********************
Date Analyzed: 12/20/89
Date Reported : 12/28/89 ** *-' **************
J" n J. Molloy, P. E.
Laboratory Director
112A ILAES, '�� Broad Hollow Road, Melville, N.Y. 11747
• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971612
53095 Main Rd. Date Collected: 11/29/89
Southold, NY 11971 Date Received: 11/29/89
Type: Miscellaneous
Point : Sample 0
Soil Samples
Collected By:WJD 03
PRIORITY POLLUTANTS ANALYSIS - PURGEABLE ORGANICS
Compound ug/kg dry wt .
Chloromethane 1 ) ND
Bromomethane 1 ) ND
Vinyl Chloride 1 ) ND
Chloroethane i ) ND
Methylene Chloride ND
Trichlorofluoromethane ND
1 , 1-Dichloroethene ND Quantification
1 , 1-Dichloroethane ND limit : 6 ug/kg dry wt .
cis/trans-1 , 2-Dichloroethene ND
Chloroform ND
1 , 2-Dichloroethane ND ND - Under quantification
1 , 1 , 1-Trichloroethane ND limit.
Carbon Tetrachloride ND
Bromodichloromethane ND 1 ) Quantification
1 , 2-Dichloropropane ND limit : 13 ug/kg dry wt .
Trans-1 , 3-Dichloropropene ND
Trichloroethene ND
Dibromochloromethane ND
1 , 1 , 2-Trichloroethane ND
cis--1 , 3-Dichloropropene ND
Benzene ND
2-Chloroethylvinyl Ether 1 ) ND
Bromoform ND
1 , 1 , 2, 2-Tetrachloroethane ND
Tetrachloroethene ND
Toluene ND
Chlorobenzene ND
Ethylbenz_ene ND
1 , 2-Dichlorobenzene ND
1, 3-Dichlorobenzene ND
1 , 4-Dichlorobenzene ND
Xylene (total ) ND ********************
* *
Date Analyzed: 12/20/89 * 411 / i
Date Reported: 12/28/89 *y ****************
• n J. Molloy, P. E.
laboratory Director
1112A I_ IS 575 Broad HollowRoad, Melville, N.Y. 11747
• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971608
53095 Main Rd. Date Collected: 11/29/89
Southold, NY 11971 Date Received: 11/29/89
Type: Miscellaneous
Point : Breakwater Rd. , Mattituck
Soil Samples
Collected By :WJD 03
PRIORITY POLLUTANTS ANALYSIS - PURGEABLE ORGANICS
Compound ug/kg dry wt .
Chloromethane 1 ) ND
Bromomethane 1 ) ND
Vinyl Chloride 1 ) ND
Chloroethane 1 ) ND
Methylene Chloride ND
Trichlorofluoromethane ND
1 , 1-Dichloroethene ND Quantification
i , 1-Dichloroethane ND limit : 5 ug/kg/dry wt .
cis/trans-1, 2-Dichloroethene ND
Chloroform ND
1 , 2-Dichloroethane ND ND - Under quantification
1 , 1, 1-Trichloroethane ND limit .
Carbon Tetrachloride ND
Bromodichloromethane ND 1 ) Quantification
1 , 2-Dichloropropane ND limit : 11 ug/kg dry wt .
Trans-1 , 3-Dichloropropene ND
Trichloroethene ND
Dibromochloromethane ND
1 , 1 , 2-Trichloroethane ND
cis-1 , 3--Dichloropropene ND
Benzene ND
2-Chloroethylvinyl Ether 1 ) ND
Bromoform ND
1 , 1 , 2, 2-Tetrachloroethane ND
Tetrachloroethene ND
Toluene ND
Chlorobenzene ND
Ethylbenzene ND
1 , 2-Dichlorobenzene ND
1 , 3-Dichlorobenzene ND
1 , 4-Dichlorobenzene ND
Xylene (total ) ND ********************
*
Date Analyzed : 12/2.0/89
Date Reported: 12/28/89 *** ****************
Jo n J. Molloy, P. E.
Laboratory Director
1112� ILAU575 Broad Hollow Road, Melville, N.Y. 11747
u S' '��• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971581
53095 Main Road Date Collected : 11-29-89
Southold, N. Y. 11971 Date Received : 11-29-89
Type: Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 2
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound
uy�1
Chloromethane . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1, 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Brornodichloromethane < 3
l . 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene <
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene 35
Toluene < 3
Ethylbenzene 12 ********************
1 , 3-Xylene 23 .
1 , 2-Xylene 260 * '
1 , 4-Xylene * *****************
ohn J. Molloy, P.E.
Laboratory Director
Date Analyzed: 12-15-89
Date Reported : 12-20-89
I I__It575 Broad Hollow Road, Melville, N.Y. 11747
'��• I(516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971582
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type: Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 4
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound (-49/.1
Chloromethane . . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . <
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1, 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane <
1 , 2-Dichloropropane < 3
2. 3-Dichloropropene <
cis-1 . 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1, 2. 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3 * *
1, 2-Xylene < 3
1, 4-Xylene < 3 ** *****************
J n J. Molloy, P.E.
Laboratory Director
Date Analyzed: 12-15-89
Date Reported: 12-20-89
I1� ILAES, '�� Broad Hollow Road, Melville, N.Y. 11747
• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971583
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type: Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 7
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound u9(1
Chloromethane . . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane <
trans-1 , 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane <
Carbon tetrachloride < 3
Bromodichloromethane <
1 , 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3
1 , 2-Xylene < 3 * , / ,
1 , 4-Xylene < 3 **' * *************
AAI,
J. Molloy, P.E.
Laboratory Director
Date Analyzed: 12-15-89
Date Reported : 12-20-89
I 111 575 Broad Hollow Road, Melville, N.Y. 11747
1._/t�� ,��• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971584
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received : 11-29-89
Type : Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 11
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound u9/.1
Chloromethane . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride . . . . . < 3
Trichlorofluoromethane . . . . < 3
i , l-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1, 2-dichloroethylene . < 3
cis-1, 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane . . . . < 3
1 , 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane . . . . < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1, 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene <
1, 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3 * *
1 , 2-Xylene < 3 * IJ / /
1 , 4-Xylene < 3
J-1 n J. Molloy, P.E.
L"-boratory Director
Date Analyzed: 12-15-89
Date Reported : 12-20-89
•
I_,L1t1ES, ' 575 Broad Hollow Road, Melville, N.Y. 11747
��• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971585
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type: Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 12
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound 149/.1
Chloromethane . . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane <
trans-1 , 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 . 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane <
1 , 2-Dichloropropane . . . . < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1, 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene • < 3
1, 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 *******'ky`****y`*" ****
1 , 3-Xylene < 3
1 , 2-Xylene < 3 *
1 , 4-Xylene < 3 ** ',* *' • / - * **
`-•hn J. Molloy, P.E.
aboratory Director
Date Analyzed : 12-15-89
Date Reported: 12-20-89
11-1(Z44 575 Broad Hollow Road, Melville, N.Y. 11747
INC. (516) 694-3040 FAX (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
James Schondebare Esq. Sample Lab No. 971285
53095 Main Street Date Collected : 11-29-89
Southold, New York 11971 Date Received: 11-30-89
Type: Miscellaneous
Point : Carey Tank - Farms
Mattituck, NY Well #14
Collected By : WJD 03
ANALYTICAL RESULTS.._FOR VOLATILE HALOGENATED ORGANICS
Compound u..9..r.1.
Chloromethane _ _ . < 1.
Bromomethane . . . . . . . < 1
Vinyl chloride < 1
Dichlorodifluoromethane. . . < 1
Chloroethane < 1
Methylene chloride < 1
Trichlorofluoromethane . . < 1
1 , 1-Dichloroethylene < 1
1 , 1-Dichloroethane < 1
trans-l , 2-dichloroethylene . < 1
cis-1 , 2-Dichloroethylene . < 1
Chloroform 1
1 , 1 , 2-Trichlorotrifluoroethane < 1
1.. , 2-Dichloroethane < 1
1 , 1 , 1-Trichloroethane < 1
Carbon tetrachloride < 1
Bromodichloromethane < 1
1 , 2-Dichloropropane . . . . < 1
2, 3-Dichloropropene < 1
cis-1 , 3-Dichloropropene. . . < 1
Trichloroethylene < 1
Chlorodibromomethane < 1
1 , 1 , 2-Trichloroethane . . . < 1
trans-1 , 3-dichloropropane < 1
Bromoform < 1
:L. , 1 , 1 , 2-Tetrachloroethane < 1
Tetrachloroethylene < 1
:L , 1 , 2, 2-Tetrachloroethane < 1
Chlorobenzene < 1
1. , 2-Dichlorobenzene < 1
1 , 3-Dichlorobenzene < 1
1 , 4-Dichlorobenzene < 1
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 1
Toluene 17
_ Fthylbenzene 4 ** * * ***
****
1 , 3-Xylene 3 *
C1 , 2-Xylene62
1 , 4-Xylene *** *****
Jo n J. Molloy, P.E.
La oratory Director
Date Analyzed: 11-30-8q
Date Reported : 12-q-89
I A4 It13S , 575 Broad Hollow Road, Melville, N.Y. 11747
' ��• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971586
53095 Main Road Date Collected : 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type: Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 15
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound
Chloromethane < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-l, 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane <
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane <
1 . 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . < 3
trans-1, 3-dichloropropane < 3
Bromoform <
1 , 1 , 1 . 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene <
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3
1 , 2-Xylene < 3 * A 4 ;/
1 , 4-Xylene < 3 *** * * * *****
Jo J. Molloy, P.E.
Laboratory Director
Date Analyzed : 12-15-89
Date Reported: 12-20-89
1-1284 LAVES, ISIC- 575 Broad Hollow Road, Melville, N.Y. 11747
(516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971587
53095 Main Road Date Collected : 11-29-89
Southold, N. Y. 11971 Date Received : 11-29-89
Type : Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 16
Collected By : WJD 03
ANALYTICAL_RESULTS___FORVOLATILE._._HALOGENATED-_..ORGANICS
Compound u9Ll
Chloromethane . . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1 , 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane <
1 , 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichlorooropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1, 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1, 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3
1 , 2-Xylene < 3
1 , 4-Xylene < 3 ** ************** **
hn J. Molloy, P. E.
Laboratory Director
Date Analyzed : 12-15-89
Date Reported: 12-20-89
11-11/4111—.AUS, 575
Broad Hollow Road, Melville, V.Y. 11747• (516) 694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971588
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type : Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 17
Collected By : WJD 03
ANALYTICAL RESULTS.__FOR VOLATILE.__HALOGENATED ORGANICS
Compound_ ugf 1
Chloromethane . . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1 , 2-dichloroethylene . < 3
cis-1, 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane <
1, 2-Dichloroethane < 3
1 , 1, 1-Trichloroethane < 3
Carbon tetrachloride < 3
Bromodichloromethane <
l , 2-Dichloropropane < 3
2. 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1, 1 , 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene % < 3
1, 3-Dichlorobenzene < 3
1, 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene - < 3
Ethylbenzene < 3 ********************
1, 3-Xylene < 3 * *
1, 2-Xylene < 3 *
1, 4-Xylene < 3 * *****************
hn J. Molloy, P.E.
Laboratory Director
Date Analyzed: 12-15-89
Date Reported: 12-20-89
•
IF12/vs575 Broad Hollow Road, Melville, V.Y. 11747
(516) 694 3040 FAX: (516) 694 4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971589
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type : Miscellaneous
Point : Breakwater Road
Mattituck, N. Y. MW 18
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound ug/1
Chloromethane . . < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . < 3
1 . 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1 , 2-dichloroethylene . < 3
cis-1, 2-Dichloroethylene . . _ < 3
Chloroform 4
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane <
Carbon tetrachloride < 3
Bromodichloromethane < 3
1 . 2-Dichloroprooane < 3
2, 3-Dichloropropene < 3
cis-1 , 3-Dichloropropene. < 3
Trichloroethylene < 3
C:hlorodibromornethane < 3
1 , 1 , 2-Trichloroethane . . . < 3
trans-1 , 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1, 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene < 3
1 , 2-Dichlorobenzene < 3
1 , 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********************
1 , 3-Xylene < 3
1 , 2-Xylene < 3 * •d 4 4 / /,
1 , 4-Xylene < 3 */� ******Alc-*
%
•hn J. Molloy, P.E.
aboratory Director
Date Analyzed: 12-15-89
Date Reported: 12-20-89
A
111-12/4 ILAES, 575 Broad Hollow Road, Melville, V.Y. 11747
���• (516)694-3040 FAX: (516) 694-4122
ENVIRONMENTAL and INDUSTRIAL ANALYTICAL LABORATORY
Town of Southold Sample Lab No. 971590
53095 Main Road Date Collected: 11-29-89
Southold, N. Y. 11971 Date Received: 11-29-89
Type : Miscel laneous
Point : Breakwater Road
Mattituck, N. Y. Field Blank
Collected By : WJD 03
ANALYTICAL RESULTS FOR VOLATILE HALOGENATED ORGANICS
Compound u911
Chloromethane < 3
Bromomethane < 3
Vinyl chloride < 3
Dichlorodifluoromethane. . . < 3
Chloroethane < 3
Methylene chloride < 3
Trichlorofluoromethane . . < 3
1 , 1-Dichloroethylene < 3
1 , 1-Dichloroethane < 3
trans-1 , 2-dichloroethylene . < 3
cis-1 , 2-Dichloroethylene . . < 3
Chloroform < 3
1 , 1 , 2-Trichlorotrifluoroethane < 3
1 , 2-Dichloroethane < 3
1 , 1 , 1-Trichloroethane. . . . <
Carbon tetrachloride < 3
Bromodichloromethane <
1 , 2-Dichloropropane < 3
2, 3-Dichloropropene <
cis-1 , 3-Dichloropropene. . . < 3
Trichloroethylene < 3
Chlorodibromomethane < 3
1 , 1 , 2-Trichloroethane . < 3
trans-1, 3-dichloropropane < 3
Bromoform < 3
1 , 1 , 1, 2-Tetrachloroethane < 3
Tetrachloroethylene < 3
1 , 1 , 2, 2-Tetrachloroethane < 3
Chlorobenzene <
1 , 2-Dichlorobenzene < 3
1, 3-Dichlorobenzene < 3
1 , 4-Dichlorobenzene < 3
VOLATILE NON-HALOGENATED ORGANICS
Benzene < 3
Toluene < 3
Ethylbenzene < 3 ********"***********
1 , 3-Xylene < 3 4
1 , 2-Xylene < 3
1 , 4-Xylene < 3
/John . Molloy, P.E.
Laboratory Director
Date Analyzed: 12-15-89
Date Reported: 12-20-89
PAGE 1 OF 2
11-11—At1112A LABS, INC.
Environmental Testing Laboratories
LABORATORY
575 Broad Hollow Road, Melville, NewYn,k11747'5U70° (51O>0S43040
����������77
vxu~" ��ovo •
Water/Waste wm,e, Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory
Pilot Plant Studies and Other Analytical Services LAB NO ^ 971593
PROJECT NO . SOHO-8901—L
, �� CLIENT'S NAME AND ADDRESS TYPE OF SAMPLE — MISCELLANEOUS COLLECTED BY WJD-1573-1
DATE COLLECTED — 11/29/89 DATE RECEIVED — 11/29/89
TOWN OF SOUTHOLD
SOIL SAMPLES
53095 MAIN RD . BREAKWATER RD.
MATTITUCK, NY
SOUTHOLD, NY 11971
TOTAL PETRO
LAD NO^ SAMPLE ID INFORMATION SOLIDS HCARBON
/ |
971593 SAMPLE A 87.8 % <47^0
971594 SAMPLE B 95 . 9 % 46^ O
971595 SAMPLE C 97.3 % <43.0
971596 SAMPLE D 91 . 2 % <46 .0
_
971597 SAMPLE E 88"0 % <47.0
971598 SAMPLE F 96 . 3 % <43^ 0 Results reported as mg/kg dry weight
971599 SAMPLE 6 80.5 X <52.0
, ---
9716OO SAMPLE H 98 . 7 % <42 ,0
971601 SAMPLE I 77.0 % 6930
971602 SAMPLE J 60.4 % 3460
REMARKS — ATTN: JAMES SCHONDEBARE , ESO .
BILLS & REPORTS : WJD
/ ALL RESULTS IN (MG/L) EXCEPT AS NOTED BY # (UG/L ) OR % (PERCENT ) AND
T .COLI BACT, % FECAL COLI (MPN/100ML) DATE REPORTED 12/14/89
COLOR, ODOR, TURBIDITY IL PH (UNITS)
APC & FECAL STREP (COUNTS/ML)
SPEC ^ C8ND^ (UMHOS) SETT ^SDLIDS(ML/L ) nrmnsoron
. . .�—
THE LIABILITY OF H2M LABS,INC.SHALL BE LIMITED TO THE PRICE OF THE SERVICE RENDERE[)AND PAID. y �
PAGE 2 OF 2
LABS, INC.
Environmental Testing Laboratories LABORATORY
575 Broad Hollow Road, Melville, New York 11747-5076• (516)694-3040 REPORT
Water/Waste Water Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory
Pilot Plant Studies and Other Analytical Services LAB NO • 971593
PROJECT NO. SOHO-8901 -LA
CLIENT'SNAMEANDADDRESS TYPE OF SAMPLE - MISCELLANEOUS COLLECTED BY WJD 03 .\
DATE COLLECTED - 11/29/89 DATE RECEIVED - 11/29/89
TOWN OF SOUTHOLD
SOIL SAMPLES
53095 MAIN RD. BREAKWATER RD.
MATTITUCK, NY
SOUTHOLD, NY 11971
TOTAL PETRO
LAB NO . SAMPLE ID INFORMATION SOLIDS HCARBON
971603 SAMPLE K 88. 6 X <48,0
971604 SAMPLE. L 96 . 2 % 43 . 0
' 971605 SAMPLE M 96.9 X ;43.0
971606 SAMPLE N 93 . 6 % 101 .
971607 SAMPLE 0 90.5 X 476.
Results reported as mq/kq dry weight
REMARKS - ATTNI JAMES SCHONDEBARE, ESQ .
BILLS & REPORTS: WJD
ALL RESULTS IN (MG/L) EXCEPT AS NOTED BY 4 (UG/L. ) OR % (PERCENT) AND
T .COLI BACT . & FECAL COLI (MPN/100ML ) DATE REPORTED 12/14/89
COLOR, ODOR, TURBIDITY & PH (UNITS)
ARC & FECAL STREP (COUNTS/ML )
SPEC.CONII. (UMHOS) SETT .SOLIDS(ML/L )
ABORATOrV DIRECTOR
THE LIABILITY OF H2M LABS,INC.SHALL BE LIMITED TO THE PRICE OF THE SERVICE RENDERED AND PAID.
PAGE 1 OF _?
U284 )nim LABS' INC. r
Environmental Testing Laboratories LABORATORY
575 Broad Hollow Road, Melville, New York 11747-5076• (516)694-3040 REPORT '
Water/Waste Water Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory
Pilot Plant Studies and Other Analytical Services L_A B NO . 9 7 1 6 1 3
PROJECT NO. SOHO-3901 --LA.
r CLIENT'S NAME AND ADDRESS TYPE OF SAMPLE - MISCELLANEOUS COLLECTED BY WJD 03 'N
DATE COLLECTED - 11/29/89 DATE RECEIVED - 11/29/69
TOWN OF SOUTHOLD
EP TOXICITY
53095 MAIN RD. SOIL SAMPLES
BREAKWATER RD. ,MATTITUCK
SOUTHOLD, NY 11971
CHRO1S-
LAB NO. SAMPL.E.. ID INFORMATION ARSENIC BARIUM CADMIUM IUM LEAD MERCURI
971613 SAMPLE B <53.0 4 <0.20 <5.004 <0.01 <60.0 # <0.201
971614 SAMPLE E <53. 0 # <0 . 20 <:5 .001 <.0 .01 <60. 0 # <0 .20
971615 SAMPLE 0 <53.0 # 1 .80 61 .0 4 <0.01 80.0 4 ;0.204
971616 SAMPLE K <53. 0 # 0 .23 :5. 00# <0 .01 66 . 0 # <0 . 201
971617 SAMPLE 0 <53,0 # <0.20 <5.004 <0.01 179. 4 <0.204
REMARKS - ATTN: JAMES SCHONDEBARE, ESQ .
BILLS & REPORTS: WJD
ALL RESULTS IN (MG/L) EXCEPT AS NOTED BY # (UG/L ) OR % (PERCENT) AND
T . COLI BACT . & FECAL COLI (HPN/100ML ) DATE REPORTED 12/19/89
COLOR, ODOR, TURBIDITY 8 PH (UNITS)
APC & FECAL STREP (COUNTS/ML )
SPEC .COND. ( UMHOS) SETT «SOL.II15(ML/L) pl,,,,y_6_,------ •
LABORATORY DIRECTOR
THE LIABILITY OF H2M LABS,INC.SHALL BE LIMITED TO THE PRICE OF THE SERVICE RENDERED AND PAID
PAGE 2 OF 2
1 - "Him LABS, INC.
Environmental Testing Laboratories LABORATORY '
' .
575 Broad Hollow Road, Melville, NewYo,k11747'5O78* (518}8S43040 '
����������l7
vxu~o ��ovv ' ,
Water/Waste Water Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory LAB NO 97161 3
pov,Plant umme,and nmmAnalytical Services `
PROJECT NO . SOHO-8901 -LA,
CUEN7WNAMEANDADDRESS TYPE OF SAMPLE - MISCELLANEOUS COLLECTED BY WJD 03 ~^
DATE COLLECTED - 11/29/89 DATE RECEIVED - 11/29/89
TOWN OF SOUTHOLD
EP TOXICITY
53095 MAIN RD . SOIL SAMPLES
BREAKWATER RD ^ , HATTITUCK
SOUTHOLD, NY 11971
- ^
SELEN-
LAB NO . SAMPLE ID INFORMATION IUM SILVER
971613 SAMPLE B <74.0 4 <0,01
;
971614 SAMPLE E <74 ° 0 <0 . 01
971615 SAMPLE G <74.0 4 <0 .01
971616 SAMPLE K <74 , 0 4 <0 ^ 01
971617 SAMPLE 0 <74^0 4 <0.01
- �
- -- ---'
REMARKS - ATTN: JAMES SCHONDEBARE , ESO .
BILLS & REPORTS : WJD
ALL RESULTS IN (HG/L ) EXCEPT AS NOTED BY 4 (UG/L ) OR Z (PERCENT ) AND
T .COLI BACT . & FECAL COLI (MPN/1O0ML ) DATE REPORTED 12/19/89
COLOR, ODOR, TURBIDITY & PH (UNITS)
APC & FECAL STREP (COUNTS/ML ) f
SPEC^COND^ (UMHOS) SETT , SOLIDS(ML/L ) 4p
/ LABORATORY DIRECTOR
THE LIABILITY OF H2M LABS,INC SHALL BE LIMITED TO THE PRICE OF THE SER\'ICE BENPEFIED Alfl PAID
F'iiOE 1 OF
IIA LASS, INC. p R
Environmental Testing Laboratories LABORATORY
575 Broad Hollow Road, Melville, New York 11747-5076• (516)694-3040 REPORT
Water/Waste Water Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory
Pilot Plant Studies and Other Analytical Services L A B N O ' 971591
PROJECT NO . SOHO.-8901_-LA.
CLIENT'S NAME ANDADDRESS TYPE OF SAMPLE - MISCELLANEOUS COLLECTED BY WJD 03 'N
DATE COLLECTED -- 11/29/89 DATE RECEIVED - 11/29/89
TOWN OF SOUTHOLD
GROUNDWATER SAMPLES
53095 MAIN RD . BREAKWATER RD .
MATTITUCK, N . Y .
SOUTHOLD, NY 11971
C H F.'C_'i t. ....
LAB NO . SAMPLE ID INFORMATION ARSENIC BARIUM CAIIII1Oil IOi7 LEAD fiERCURY
971591 MW4 <<::10.0 # <0.20 <5 .004 0. 04 15.0 4 •:::0 .20#
<0 . 01 971592 rf W 1 b ':.10 . 0 4 <0 . 20 <5 . 001 <5 : 0,�0 1 <0 . 201
REMARKS - ATTN: JAMES SCHONDEBARE , ESO .
BILLS & REPORTS : WJD
ALL RESULTS IN (MG/L ) EXCEPT AS NOTED BY # (UO/L ) OR ( PERCENT ) AND
T . COLI BAC C. & FECAL. COLE (MPN/100ML ) DATE REPORTED 1/ 3/90
COLOR, ODOR , TURBIDITY X F'H (UNITS )
APC 1 FECAL STREP ( COUNTS/ML )
SPEC . COND . (UMHOS) SEIT . SOLIDS( ML.l.. ) LABORATORY DIRECTOR
l HE_LIABILITY OF H2M LABS,INC.SHALL BE LIMITED TO THE PRICE OF THE SERVICE RENDERED AND PAID.
PAGE 2 OF11-11M1 `?
�I LABS, INC.
Environmental Testing Laboratories LABORATORY
575 Broad Hollow Road, Melville, New York 11747-5076• (516)694-3040 REPORT
Water/Waste Water Laboratory•Hazardous Waste Laboratory•Air Testing Laboratory
Pilot Plant Studies and Other Analytical Services L_H B NO . 971591
PROJECT NO. SOHO-8901--LA_
+� CLIENT'S NAME AND ADDRESS TYPE OF SAMF'LF: •- MISCELLANEOUS COLLECTED BY WJD 03
DATE COLLECTED -. 11/29/89 DATE. RECEIVED - 11/29/89
TOWN OF SOUTHOLD
GROUNDWATER SAMPLES
53095 MAIN RD. BREAKWATER RD .
MATTITUCK, N . Y .
SOUTHOLD, NY 11971
SELEN--
L_AB NO . SAMPLE ID INFORMATION TUN SILVER
971591 MW4 <5.004 <0.01
971592 MW 1 S <5 . 004
REMARKS - ATTN: JAMES SCHONDEBARE, ESO .
BILLS & REPORTS : WJD
ALL RESULTS IN (MG/L ) EXCEPT AS NOTED BY I (00/L ) OR % ( PERCENT ) AND
T .COLI BACT . & FECAL COL): (MF'N/1001IL ) DATE REPORTED 1/ 3/90
COLOR, ODOR, TURBIDITY & PH ( UNITS )
APC & FECAL STREP (COUNTS/ML) '')
SF'EC. CQND . (UMHOS ) SET7 . SQLIDS( Ml_;'i.. ) 1-214/L �C4ABORATORVDI CTOR
I iE LIABILITY OF H2M LABS,INC.SHALL BE LIMITED TO THE PRICE OF THE SERVICE RENDERED AND PAID.
APPENDIX D
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