WS-2669_6146_CA_MRP_20190510

GROUNDWATER MONITORING REPORT

Moore’s Exxon

7390 NC Highway 16
Glendale Springs, Ashe County, North Carolina 28694
NCDEQ Incident #6146
ATC Project #SLP0614602

Submittal Date:
May 10, 2019

Prepared For:
NCDEQ, DWM, UST Section (State Lead)
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Prepared By:
ATC Associates of North Carolina, P.C.
7606 Whitehall Executive Center Drive, Suite 800
Charlotte, North Carolina 28273
p: [phone] / f: [phone]
www.atcgroupservices.com

TABLE OF CONTENTS

1.0 SITE IDENTIFICATION .......................................................................................1
2.0 EXECUTIVE SUMMARY .....................................................................................2
3.0 SITE DESCRIPTION .............................................................................................3
3.1 Site Characterization ................................................................................3
3.2 Site Background .......................................................................................3
3.3 Site and Regional Geology ......................................................................5
3.4 Site and Regional Hydrogeology .............................................................5
4.0 GROUNDWATER CHARACTERIZATION.......................................................6
4.1 Water Supply Wells .................................................................................6
4.2 Groundwater Levels .................................................................................7
4.3 Groundwater Quality ...............................................................................7
5.0 CONCLUSIONS AND RECOMMENDATIONS .................................................8

TABLES
Table 1 Water Supply Well Information
Table 2 Current Water Supply Well Analytical Data
Table 3 Historical Water Supply Well Analytical Data
Table 4 Groundwater Elevation Data
Table 5 Natural Attenuation Parameters
Table 6 Summary of Current Analytical Data
Table 7 Historical Groundwater Analytical Data

FIGURES
Figure 1 Site Location Map
Figure 2 Water Supply Well Location Map
Figure 3 Site Map
Figure 4 Groundwater Elevation Contour Map
Figure 5 Groundwater Quality Map

APPENDICES
Appendix A Field Notes
Appendix B Laboratory Analytical Results
Appendix C Health Risk Evaluation Documentation

Federal/State-Lead Groundwater Monitoring Report May 10, 2019
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2.0 EXECUTIVE SUMMARY
ATC Associates of North Carolina, P.C. (ATC) has completed a Federal/State-Lead Groundwater
Monitoring Report (GMR), documenting a February 26, 2019, monitoring event of eight on-site
monitoring wells and eight surrounding water supply wells at the former Moore’s Exxon, located at
7390 NC Highway 16 in Glendale Springs, Ashe County, North Carolina. The GMR is being
performed based on a February 12, 2019, Task Authorization (TA-2) by the Trust Fund Branch of
the Underground Storage Tank (UST) Section, Division of Waste Management, North Carolina
Department of Environmental Quality (NCDEQ). The work is being performed as part of the State
Lead Contract #N17004 between NCDEQ and ATC.

A release from a former kerosene UST at the site was discovered during its removal in 1990. A
subsequent release was identified in 1991 during the removal of one of the site’s former gasoline
USTs. The site has been demolished and is now the site of the Glendale Springs Volunteer Fire
Department. This GMR documents impact conditions related to the former UST system.

As part of this Task Authorization, ATC collected groundwater samples from eight site-related
monitoring wells. The site groundwater monitoring wells were gauged for depth to water, sampled,
and analyzed for volatile organic compounds (VOCs). ATC also collected samples from three water
supply wells and analyzed each sample for VOCs. Water supply well WSW-26 was not sampled
due to the water being turned off at the property. The findings from the monitoring event indicate
the following:

 Light non-aqueous phase liquid (LNAPL) was not identified in the monitoring well
network;
 None of the detected concentrations exceeded Gross Contamination Levels (GCLs);
 Monitoring well MW-1 contained concentrations of 10 constituents above the North
Carolina Groundwater Standards (2L Standards; Title 15A, NCAC, Subchapter 2L, Part
.0202);
 Monitoring well 3R contained concentrations of three constituents slightly above detection
limits, and none of the detected concentrations exceeded 2L Standards;
 Monitoring wells MW-1R, MW-5, MW-10R, MW-11, MW-12, and MW-13 did not contain
detectable concentrations of petroleum constituents;
 Based on the limited monitoring well network, groundwater appears to flow to the east-
northeast;
 A concentration of diisopropyl ether was detected below 2L Standards in water supply
well WSW-7414. The NCDEQ performed a Health Risk Evaluation (HRE) for WSW-
7414 and indicated no restrictions on the use of the water at this time; and
 No detectable concentrations of petroleum compounds were identified in water supply
wells WSW-26 or WSW-121.

Appreciable remaining subsurface impact by petroleum VOCs above 2L Standards is present in
groundwater beneath the site. During the previous 2017 groundwater monitoring event, GCLs were
exceeded in monitoring well MW-1. ATC recommends the installation of oxygen releasing socks
(ORS) in monitoring well MW-1, followed by a comprehensive groundwater monitoring event
approximately 6 months after the ORS installation. ATC also recommends the installation of an air-
sparge well to the east of monitoring well MW-1, installed to approximately 40 feet below ground

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surface (ft bgs), to be used for air-sparging purposes during future Mobile Multi-Phase Extraction
(MMPE) events.
3.0 SITE DESCRIPTION
3.1 Site Characterization
The NCDEQ retained ATC to provide environmental consulting services for the former Moore’s
Exxon, which is located at 7390 NC Highway 16 in Glendale Springs, Ashe County, North
Carolina. Figure 1 depicts the site on a topographic map. The former site building has been
demolished. The site is currently occupied by the Glendale Springs Volunteer Fire Department.
Municipal water is not provided to the surrounding area and properties within 1,000 feet of the site
obtain potable water from private supply wells. Twenty-six water supply wells have been previously
identified within 1,000 feet of the site.

3.2 Site Background
Six USTs were formerly associated with the site. Two (2) 2,000-gallon gasoline USTs, one (1)
550-gallon kerosene UST, one (1) 3,000-compartmentalized gasoline UST, one (1) 1,000-gallon
gasoline UST, and a heating oil UST of unknown quantity and size. A release of 50 gallons of
kerosene was originally reported in 1990 during the removal of the 550-gallon kerosene UST.
Approximately 10 yards of soil were excavated to remove contamination from the release. Due
to the elevated levels of total petroleum hydrocarbons (TPH) in the closure assessment soil
samples, a new release was attributed to one of the 2,000-gallon gasoline USTs. A third release
was likely associated with the 1,000-gallon gasoline UST due to the presence of a mixture of
petroleum and water and several holes in the tank. In 1997, over one foot of free phase product
was gauged in monitoring well MW-1, which is located near the former 2,000-gallon UST
associated with the release.

Enviro-Tank, Inc. conducted an investigation of the tank basins at the west, south, and east sides
of the former building in 1990. Samples collected from the eastern side of the building in the
kerosene tank basin yielded total petroleum hydrocarbons (TPH) concentrations of 8,850
milligrams per kilogram (mg/kg).

During the removal of one of the 2,000-gallon gasoline USTs and the in-place abandonment of
one of the other 2,000-gallon USTs, soil samples were collected, which indicated a second
release occurred at the site. TPH concentrations of 24 mg/kg were detected in the soil sample
collected at the southern boundary of the site.

Soil samples were collected at the southern and eastern edges of the site at approximate depths of
13.5 to 15 feet in May 1996 by Law Environmental. Laboratory analysis indicated that two
samples, located near one of the 2,000-gallon gasoline USTs and the 1,000-gallon gasoline UST
at the southern boundary of the site, contained TPH concentrations of 9,700 mg/kg and 2,000
mg/kg.

In June 1996, the North Carolina Department of Transportation (NCDOT) discovered the
presence of free phase petroleum during an easement assessment. In October 1996, Salem
Environmental installed four groundwater monitoring wells (MW-1 through MW-4) to 25 feet
below ground surface (ft bgs). Two AFVR events were reportedly performed by Seagraves Oil

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Company, at the locations of monitoring wells MW-1 and MW-2; however, no documentation of
the events was provided.

In March, April, June, and July 1997, additional monitoring wells MW-5 through MW-10 were
installed by Salem Environmental. In July 1997, over one foot of LNAPL was detected in
monitoring well MW-1. Prior to an AFVR event in 1998, 2.73 feet of LNAPL was detected.

In June 2000 four soil samples and a composite sample were collected by TRC Triangle during
the removal of the 3,000-gallon gasoline UST. The June 2000 samples were below detection
limits for TPH analysis. Additional monitoring wells MW-11 and MW-12 were installed
upgradient of the source area, and monitoring well MW-13 was installed at the location of the
former source area.

In July 2002, the previously abandoned 1,000-gallon gasoline UST was removed from the site.
Environmental Investigations, Inc. collected two soil samples during the removal process. TPH
was detected at concentrations ranging from 730 mg/kg to 3,400 mg/kg.

In a monitoring report dated December 29, 2003, Geonetics Corporation stated that most of the
monitoring wells had been destroyed. During an April 13, 2010, groundwater monitoring event,
monitoring wells MW-11 and MW-12 were the only monitoring wells located.

In February 2011, property access for replacement monitoring well installation was granted by
the Glendale Springs Fire Chief and Terry Sheets, an adjacent property owner. Monitoring wells
MW-1R and MW-3R were installed on-site, and a downgradient monitoring well, MW-10R was
also installed. Two of the wells that were thought to have been destroyed were located (MW-1
and MW-5). Force Environmental sampled monitoring wells MW-1R, MW-3R, MW-5, MW-
10R, MW-11, and MW-12. Monitoring well MW-1 contained detectable LNAPL and was not
sampled. The analytical results from the sampling event indicated concentrations greater than the
North Carolina 2L Standards for Groundwater in monitoring wells MW-1R and MW-3R.

ATC performed groundwater monitoring activities at the site on July 8, 2014. Results from the
groundwater monitoring event indicated VOC impact, including LNAPL detected in monitoring
well MW-1 at a thickness of 0.11 feet. Petroleum constituents were detected in all of the sampled
monitoring wells below 2L Standards except monitoring well MW-3R which contained
concentrations of benzene, naphthalene, and n-propylbenzene exceeding 2L Standards. During
the groundwater monitoring event, ATC also performed a receptor survey update which
identified water supply wells within 1,500 feet. Based on the survey and lack of municipal water
service in the area, developed properties within 1,500 feet of the site are considered possible
receptors. At the conclusion of the groundwater monitoring event, ATC recommended the
installation of an additional monitoring well to further assess and delineate the petroleum
subsurface impact.

On November 7, 2014, ATC and a subcontractor performed a ten-hour AFVR event using
monitoring wells MW-1 and MW-3R as extraction points. Prior to performing the AFVR event,
wells MW-1 and MW-3R were gauged for liquid levels, and no LNAPL was detected in the
monitoring wells. The AFVR event generated approximately 673 gallons of petroleum impacted
groundwater. The AFVR subcontractor did not provide vapor concentration measurements. ATC

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also installed groundwater monitoring well MW-13 to the south of the site to further delineate
the subsurface impact. Following the installation of the monitoring well, well MW-13 was
sampled and no detectable concentrations of petroleum impact were identified.

Subsequent groundwater monitoring events were conducted in 2015, 2016, and 2017 which
included the sampling of nearby water supply wells. Groundwater monitoring was most recently
completed on December 12, 2017. ATC collected groundwater samples from water supply wells
WSW-26 (107 Trading Post Road), WSW-121 (121 Trading Post Road), WSW-7414 (7414 NC
Highway 16). ATC attempted to sample water supply well WSW-3 (231 J W Luke Road);
however, water was turned off at the property. Supply well analytical results indicated a
concentration of MTBE below 2L Standards in water supply well WSW-7414 (0.48 J µg/L).
Concentrations of 2-butanone (MEK) and diisopropyl ether (DIPE) were identified in water
supply well WSW-7414 below 2L Standards at concentrations of 3.7 J µg/L and 0.58 µg/L,
respectively. No detectable concentrations of petroleum compounds were identified in water
supply wells WSW-26 or WSW-121. The NCDEQ completed a risk evaluation for the water
supply wells and no restrictions were identified for the water supply wells. Groundwater
monitoring of the monitoring well network detected appreciable remaining benzene impact above
the GCL in monitoring well MW-1. Nine additional petroleum constituents were identified in
monitoring well MW-1 at concentrations above 2L Standards. Monitoring wells MW-5, MW-10R,
MW-11, MW-12, and MW-13 did not contain detectable concentrations of petroleum compounds.

3.3 Site and Regional Geology

According to the Geologic Map of North Carolina, dated 1985, the property lies within the Blue
Ridge Physiographic Province, in the Alligator Back Formation of the Ocoee Supergroup. The
crystalline metamorphic rock of the Alligator Back Formation at the site is comprised of finely
laminated to thin-layered gneiss and micaceous granule conglomerate, with local occurrence of
schist, phyllite, and amphibolite. In most areas, the upper Blue Ridge subsurface consists of
unconsolidated residual soil, variously known as residuum, saprolite, or partially weathered rock
(PWR) that has developed from in-place weathering of the underlying metamorphic bedrock.
The residual soils vary in consistency and depth based on local conditions. Bedrock can be found
at depths ranging from the surface as outcrops down to greater than 100 feet in areas of easily
weathered rock types. Sites near streams and rivers in the Blue Ridge may also contain alluvium
deposited during flood events.

Monitoring well installation information from an August 1, 1997, Comprehensive Site
Assessment by Geonetics Corporation indicated that the site subsurface consisted of saprolite. A
monitoring well was installed into the deep aquifer (MW-9) was screened in fractured bedrock
which was encountered at approximately 50 feet ft bgs. Bedrock monitoring well MW-9 was
destroyed during road widening activities. Historical sampling of monitoring well MW-9 did not
indicate petroleum impact to the bedrock well.

3.4 Site and Regional Hydrogeology

The shallow aquifer occurrence varies in depth from ground surface at springs, creeks, and rivers
to as deep as 50 feet or more beneath upland surfaces in some parts of the Blue Ridge. ATC
encountered groundwater at depths ranging from 3.54 feet to 21.27 feet below the tops of casing

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in the monitoring wells at the site during the February 2019, monitoring event. Water in the
alluvium or unconsolidated residual material, including saprolite and PWR, usually behaves as
an unconfined aquifer, or water table, and will yield water with head elevation equivalent to the
first elevation where water was encountered. Permeability varies with lithology and is typically
relatively low in residual soils, with higher permeability in saprolite or PWR due to relict rock
texture and variable susceptibility to weathering exhibited by different minerals in the rock.
Groundwater flow in residual soils or alluvium is usually in rough concurrence with local
topographic conditions and is toward local drainage features. Based on the existing site wells, the
groundwater flow is to the east-northeast.

The bedrock fractures or other planar features of the Blue Ridge Physiographic Province
generally constitute the bedrock aquifer, with the surrounding rock material being effectively
impermeable. Along with fractures, contacts between rock bodies probably constitute zones of
significant groundwater occurrence in the bedrock. The surrounding material and overlying
residuum tend to make the bedrock aquifer a semi-confined aquifer. That is, the overlying water
and soil weight normally results in pressure that causes water in a borehole, which intersects a
fracture or other feature, to rise above the elevation of the fracture or feature. Most modern
water supply wells in the Blue Ridge consist of a casing set through the residual soils into the
upper bedrock followed by an open borehole into the bedrock where water bearing fractures
were encountered during the drilling. Except for attempted sampling of nearby water supply
wells, evaluation of bedrock water quality or hydrology was beyond the scope of the GMR.

4.0 GROUNDWATER CHARACTERIZATION
4.1 Water Supply Wells
On February 26, 2019, ATC collected groundwater samples from water supply wells WSW-3
(231 J W Luke Road), WSW-121 (121 Trading Post Road), and WSW-7414 (7414 NC Highway
16). ATC attempted to sample water supply well WSW-26 (107 Trading Post Road); however,
water was turned off at the property. ATC also attempted to sample water supply well WSW-
7385, which utilizes the same well as water supply well WSW-26; however, ATC was unable to
sample the well due to occupant absence. Table 1 summarizes water supply well information.
Figure 2 depicts the locations of the water supply wells. Field notes from the February 26, 2019,
groundwater sampling event are presented in Appendix A.

The water supply well samples were collected in laboratory-supplied, preserved containers;
entered into chain of custody control; placed on ice; and shipped to North Carolina accredited
Con-Test Analytical Laboratory in East Longmeadow, Massachusetts. The water samples were
analyzed by EPA Method 6200B for VOCs including petroleum constituents. The analytical
report is included in Appendix B.

Current supply well analytical results are summarized in Table 2. Historical supply well
analytical results are shown in Table 3. Analytical results were compared to the 2L standards.
Supply well analytical results indicated a concentration of diisopropyl ether below 2L Standards
in water supply well WSW-7414 (0.30 J µg/L). The NCDEQ performed a HRE for WSW-7414
and indicated no restrictions on the use of the water at this time. HRE documentation is provided
in Appendix C. No detectable concentrations of petroleum compounds were identified in water
supply wells WSW-3 or WSW-121.

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As part of ATC’s quality assurance and quality control (QA and QC) measures, a data review of the
laboratory reports was conducted. During the review, it was found that the samples were received
from the laboratory in acceptable condition and properly preserved. The samples were analyzed
within correct holding times and reported within the lab report, and the chain of custody was
properly completed by all parties. The laboratory QC report shows that an internal blank was
analyzed for each method that was used for the original samples. The laboratory fortified blank
(LFB) and laboratory control sample (LCS) data results were also provided for each analytical
method. ATC also collected a field blank during the groundwater monitoring event. A low detection
of 1,2-Dichlorobenzene was detected in the field blank, and is likely a laboratory contaminant due
to the fact it was not detected in any of the groundwater or water supply well samples. Refer to the
laboratory reports in Appendix B for details regarding QA results for the laboratory samples and
any noted exceptions. Overall, ATC concludes that the laboratory results are usable and any
exceptions do not significantly impact the conclusions presented in this report.

4.2 Groundwater Levels
On February 26, 2019, groundwater monitoring was conducted using the site monitoring well
network. Water levels were gauged in monitoring wells MW-1, MW-1R, MW-3R, MW-5, MW-
10R, MW-11, MW-12, and MW-13. Figure 3 depicts a site map and site characteristics. An
oil/water interface probe was used to measure the depth to groundwater from the top of well
casing (TOC). Groundwater elevation was then calculated based on TOC elevations, which are
referenced to an arbitrary elevation of 100.00 feet. LNAPL was not encountered in the
monitoring well network. Groundwater elevation data are summarized in Table 4. A
groundwater contour map depicting groundwater flow is presented in Figure 4. The contour map
indicates that groundwater flows to the east-northeast. Field notes from the February 26, 2019,
groundwater monitoring event are presented in Appendix A.

4.3 Groundwater Quality
On February 26, 2019, groundwater samples were collected from monitoring wells MW-1, MW-
1R, MW-3R, MW-5, MW-10R, MW-11, MW-12, and MW-13. During sampling activities, if
sufficient water was available, a three-volume purge was implemented prior to groundwater sample
collection to ensure representative groundwater samples. The water samples were collected in
laboratory-supplied, preserved containers; entered into chain of custody control; placed on ice; and
shipped to North Carolina accredited Con-Test Analytical Laboratory in East Longmeadow,
Massachusetts. The groundwater samples were analyzed by EPA Method 6200B for VOCs
including petroleum constituents. The analytical report is included in Appendix B.

Groundwater field parameters including temperature, dissolved oxygen, conductivity, pH, and
oxidation reduction potential were measured during the monitoring event. Field parameter readings
for each well are presented in Table 5. Current groundwater analytical results are summarized in
Table 6. Historical groundwater analytical results are shown in Table 7. The groundwater analytical
results were compared to the 2L Standards and GCLs. Groundwater analytical results indicate the
following:

 LNAPL was not identified in the monitoring well network;

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 None of the detected concentrations exceeded GCLs;
 Monitoring well MW-1 contained concentrations of 10 constituents above 2L Standards;
 Monitoring well 3R contained concentrations of three constituents slightly above detection
limits, and none of the detected concentrations exceeded 2L Standards;
 Monitoring wells MW-1R, MW-5, MW-10R, MW-11, MW-12, and MW-13 did not contain
detectable concentrations of petroleum constituents;
 Based on the limited monitoring well network, groundwater appears to flow to the east-
northeast;
 A concentration of diisopropyl ether was detected below 2L Standards in water supply
well WSW-7414; and
 No detectable concentrations of petroleum compounds were identified in water supply
wells WSW-26 or WSW-121.

Figure 5 depicts a Groundwater Quality Map displaying the compounds above 2L Standards.

The QA and QC measures and conditions applicable to the water supply well monitoring as
discussed in section 5.1, also apply to the monitoring well sampling.

5.0 CONCLUSIONS AND RECOMMENDATIONS

On behalf of the Trust Fund Branch of the UST Section, ATC has completed a GMR documenting
a February 26, 2019, monitoring event for the former Moore’s Exxon, located at 7390 NC Highway
16, in Glendale Springs, Ashe County, North Carolina. Results from the groundwater monitoring
event indicate appreciable remaining benzene impact above the 2L Standards in monitoring well
MW-1. Ten concentrations of petroleum constituents were identified in monitoring well MW-1 at
concentrations above 2L Standards. During the previous 2017 groundwater monitoring event, GCLs
were exceeded in monitoring well MW-1. Monitoring well MW-3R contained concentrations of
three compounds slightly above detection limits, and below 2L Standards. No petroleum
compounds were detected in monitoring wells MW-1R, MW-5, MW-10R, MW-11, MW-12, or
MW-13.

Based on the results from the February 26, 2019 groundwater monitoring event, ATC recommends
the installation of oxygen releasing socks (ORS) in monitoring well MW-1, followed by a
comprehensive groundwater monitoring event approximately 6 months after the ORS installation.
ATC also recommends the installation of an air-sparge well to the east of monitoring well MW-1,
installed to approximately 40 ft bgs, to be used for air-sparging purposes during future MMPE
events.

TABLES
Well Parcel ID Well Owners / Well Users Property Address Owner Address Distance and Direction
From Site
Well
Use
(P/I/N)
Municipal
Water
Connection
(Y/N)
WSW-3 12383-016-016 Glendale Springs Missionary
Baptist
231 J W Luke Road
Glendale Springs, NC 28629
Route 2 Box 498
West Jefferson, NC 28694 275 Feet/North P N
WSW-11 12342-090 Tina Lynn & Sharon Ann
Combs
141,193,225 Honeycomb Lane
Glendale Springs, NC 28629
286A J W Luke Road
Glendale Springs, NC 28629 440 Feet/ West P N
WSW-26 12383-016-009 David R. Sheets 107 Trading Post Road
Glendale Springs, NC 28629
950 Berne Street SE
Atlanta, GA 30316 200 Feet/ Southeast P N
WSW-120 12342-095 Glendale Springs Episcopal
Church
120 Glendale School Road
Glendale Springs, NC 28629
120 Glendale School Road
Glendale Springs, NC 28629 555 Feet/ North P N
WSW-121 12383-016-010 Larry & Amanda Smith 121 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 297
Glendale Springs, NC 28629 315 Feet/ Southeast P N
WSW-156 12342-242 Larry & Linda Taylor 156 Hamilton Lane
Glendale Springs, NC 28629
156 Hamilton Lane
Glendale Springs, NC 28629 925 Feet/ South P N
WSW-160 12342-333 Mary Ellen Lawrence Pesko 160 Hamilton Lane
Glendale Springs, NC 28629
P.O. Box 82
Glendale Springs, NC 28629 990 Feet/ South P N
WSW-165 12342-093 Dolly Miller 165 Glendale School Road, Glendale
Springs, NC 28629
P.O. Box 23
Glendale Springs, NC 28629 595 Feet/ Northwest P N
WSW-171 12383-016-011 Wilson & Betty Higgins 171 Trading Post Road
Glendale Springs, NC 28629
171 Trading Post Road
Glendale Springs, NC 28629 460 Feet/ Southeast P N
WSW-193 12383-016-012 Thomas & Wilma Severt 193 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 33
Glendale Springs, NC 28629 570 Feet/ Southeast P N
WSW-195 12383-016-034 Holy Trinity Episcopal
Church
195 J.W. Luke Road
Glendale Springs, NC 28629
195 J.W. Luke Road
Glendale Springs, NC 28629 485 Feet/ North P N
WSW-197 12342-094 Robert Hamby 197 Glendale School Road
Glendale Springs, NC 28629
P.O. Box 44
Glendale Springs, NC 28629 760 Feet/ Northwest P N
WSW-204 12383-016-004 Thomas Gray & Shirley
Craven
204 Trading Post Road, Glendale
Springs, NC 28629
P.O. Box 59
Glendale Springs, NC 28629 620 Feet/ Southeast P N
WSW-213 12383-016-013 Thomas & Wilma Severt 213 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 33
Glendale Springs, NC 28629 630 Feet/ East P N
WSW-216 12383-016-005 Thelma Stroud 216 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 75
Glendale Springs, NC 28629 830 Feet/ Southeast P N
WSW-230 12383-016-005 Thelma Stroud 230 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 75
Glendale Springs, NC 28629 885 Feet/ South P N
WSW-248 12383-016-032 Joan & Michael Bell 248 J.W. Luke Road
Glendale Springs, NC 28629
P.O. Box 7
Glendale Springs, NC 28629 330 Feet/ Northwest P N
WSW-264 12383-016-006 Lifestore Bank 264 Trading Post Road
Glendale Springs, NC 28629
P.O. Box 26
West Jefferson, NC 28694 925 Feet/ Southeast P N
WSW-285 12383-016-014 Timothy & Melanie Miller 285 Trading Post Road
Glendale Springs, NC 28629
169 Severts Lane
Jefferson, NC 28640 835 Feet/ Southeast P N
WSW-287 12383-016-014A Steve & Lorene Miller 287 Trading Post Road
Glendale Springs, NC 28629
287 Trading Post Road
Glendale Springs, NC 28629 950 Feet/ East P N
TABLE 1
WATER SUPPLY WELL INFORMATION
MOORE'S EXXON
7390 NC HIGHWAY 16
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
NCDEQ INCIDENT #6146
Well Parcel ID Well Owners / Well Users Property Address Owner Address Distance and Direction
From Site
Well
Use
(P/I/N)
Municipal
Water
Connection
(Y/N)
TABLE 1
WATER SUPPLY WELL INFORMATION
MOORE'S EXXON
7390 NC HIGHWAY 16
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
NCDEQ INCIDENT #6146
WSW-350 12342-089 Glendale Springs
Presbyterian Church
350 J.W. Luke Road
Glendale Springs, NC 28629
350 J.W. Luke Road
Glendale Springs, NC 28629 445 Feet/ Southwest P N
WSW-460 12342-089 Glendale Springs
Presbyterian Church
460 J.W. Luke Road
Glendale Springs, NC 28629
460 J.W. Luke Road
Glendale Springs, NC 28629 930 Feet/ Southwest P N
WSW-7350 12383-016-030 Phoebe Fonville 7898 NC Highway 16
Glendale Springs, NC 28629
610 Little Rosewood Lane
Henderson, NC 27537 155 Feet/North P N
WSW-7385*12383-016-036 Terry Sheets 7385 NC Highway 16
Glendale Springs, NC 28629
1145 Bare Creek Access
Road
Jefferson, NC 28640
200 Feet/ East P N
WSW-7414 12383-016-001 Larry & Amanda Smith 7414 NC Highway 16
Glendale Springs, NC 28629
P.O. Box 297
Glendale Springs, NC 28629 220 Feet/ South P N
WSW-7471 12383-016-003 Allen Bernard & Janet Miller
(US Post Office)
7471 NC Highway 16
Glendale Springs, NC 28629
3122 Old Wilkesboro Road
Jefferson, NC 28640 450 Feet/ South P N
Notes:
P / I / N = Potable water supply / Irrigation / Not in use
The locations of WSW-26 and WSW-7385 utilize the same water supply well.
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthalene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneAcetone2-Butanone (MEK)ChloromethaneDiisopropyl EtherIsopropylbenzenen-PropylbenzeneStyreneWSW-3 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
WSW-26*2/26/2019
WSW-121 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
WSW-7414 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 0.30 J <0.12 <0.13 <0.15
1 600 600 500 20 6 400 400 6,000 4,000 3 70 70 70 70
5,000 260,000 84,500 85,500 20,000 6,000 28,500 25,000 6,000,000 4,000,000 3,000 70,000 25,000 30,000 70,000
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
* WSW- 26 shares the same water supply well as WSW-7385. ATC could not sample WSW-7385 due to occupant absence.
GCL = Gross Contamination Level
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
2L Standard
GCL Standard
Not Sampled - Water Turned Off At Property
TABLE 2
SUMMARY OF CURRENT WATER SUPPLY WELL ANALYTICAL DATA
MOORE'S EXXON
7390 NC HIGHWAY 16
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
NCDEQ INCIDENT #6146
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthalene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneAcetone2-Butanone (MEK)ChloromethaneDiisopropyl EtherIsopropylbenzenen-PropylbenzeneStyrene12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----<0.50 --<0.50 <0.50 <0.50
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----<0.50 --<0.50 <0.50 <0.50
1/9/2013 NS NS NS NS NS NS NS NS ----NS --NS NS NS
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----7.8 --<0.50 <0.50 <0.50
3/20/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----<0.50 --<0.50 <0.50 <0.50
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----<0.50 --<0.50 <0.50 <0.50
1/9/2013 <0.50 <0.50 <0.50 <1.5 <0.50 <2.0 <0.50 <0.50 ----<1.0 --<0.50 <0.50 <0.50
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <0.18 <0.13 <4.9 <2.4 <0.32 <0.18 <0.12 <0.13 <0.15
12/12/2017
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
8/11/1999 ND ND ND ND ND ND ------------------
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 ----<0.50 --<0.50 <0.50 <0.50
1/9/2013 <0.50 <0.50 <0.50 <1.5 <0.50 <2.0 <0.50 <0.50 ----<1.0 --<0.50 <0.50 <0.50
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
-- = Constituent not reported
Values BOLD print indicate levels above 2L Standards in place at the time of sampling
* WSW- 26 was sampled on 7/8/15 as WSW-7385, which shares the same water supply well.
GCL = Gross Contamination Level
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
HISTORICAL WATER SUPPLY WELL ANALYTICAL DATA
TABLE 3
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
WSW-2
WSW-11
Not Sampled - Pump Inoperable
WSW-3
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthalene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneAcetone2-Butanone (MEK)ChloromethaneDiisopropyl EtherIsopropylbenzenen-PropylbenzeneStyreneHISTORICAL WATER SUPPLY WELL ANALYTICAL DATA
TABLE 3
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
8/11/1999 ND ND ND ND ND ND ------------------
8/11/2000 ND ND ND ND ND ND ------------------
12/8/2000 ND ND ND ND ND ND ------------------
3/29/2001 ND ND ND ND ND ND ------------------
7/18/2001 ND ND ND ND ND ND ------------------
10/30/2001 ND ND ND ND ND ND ------------------
2/13/2002 ND ND ND ND ND ND ------------------
4/13/2010 <0.50 <0.50 <0.50 <1.5 <0.50 <1.0 <0.50 <0.50 NS --<0.50 --<0.50 <0.50 <0.50
2/19/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 NS --<0.50 --<0.50 <0.50 <0.50
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 NS --<0.50 --<0.50 <0.50 <0.50
3/20/2012 <0.50 <0.50 <0.50 <1.5 0.32 J <1.0 <0.50 <0.50 NS --<0.50 --<0.50 <0.50 <0.50
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 NS --<0.50 --<0.50 <0.50 <0.50
1/9/2013 <0.50 <0.50 <0.50 <1.5 <0.50 <2.0 <0.50 <0.50 NS --<1.0 --<0.50 <0.50 <0.50
7/8/2014 <0.079 <0.090 <0.092 <0.29 0.37 J <0.12 <0.18 <0.10 <4.7 --<0.32 --<0.11 <0.094 <0.12
7/8/2015 <0.079 <0.090 <0.092 <0.29 0.32 J <0.12 <0.18 <0.10 6.6 B, J --<0.32 <0.18 <0.11 <0.094 <0.12
3/1/2016 <0.12 <0.17 <0.13 <0.38 0.53 <0.12 <0.18 <0.13 <4.9 <2.4 <0.32 <0.18 <0.12 <0.13 <0.15
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
2/26/2019
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 <0.18 <0.10 7.2 B, J --<0.32 <0.18 <0.11 <0.094 <0.12
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <0.18 <0.13 <4.9 <2.4 <0.32 <0.18 <0.12 <0.13 <0.15
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 <0.18 <0.12 <0.13 <0.15
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
-- = Constituent not reported
Values BOLD print indicate levels above 2L Standards in place at the time of sampling
* WSW- 26 was sampled on 7/8/15 as WSW-7385, which shares the same water supply well.
GCL = Gross Contamination Level
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
WSW-121
WSW-26*
WSW-121
Not Sampled - Water Turned Off At Property
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthalene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneAcetone2-Butanone (MEK)ChloromethaneDiisopropyl EtherIsopropylbenzenen-PropylbenzeneStyreneHISTORICAL WATER SUPPLY WELL ANALYTICAL DATA
TABLE 3
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
WSW-248 7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 <0.18 <0.10 7.0 B, J --<0.32 <0.18 <0.11 <0.094 <0.12
WSW-7350 7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 <0.50 <0.50 9.7 J --<0.50 --<0.50 <0.50 <0.50
7/8/2015 <0.079 <0.090 <0.092 <0.29 0.41 J <0.12 <0.18 <0.10 7.2 B, J --<0.32 0.40 J <0.11 <0.094 <0.12
3/1/2016 <0.12 <0.17 <0.13 <0.38 0.55 <0.12 <0.18 <0.13 84 35 <0.32 <0.18 <0.12 <0.13 <0.15
12/12/2017 <0.12 <0.17 <0.13 <0.39 0.48 J <0.12 <0.18 <0.13 <9.7 3.7 J <0.55 0.58 <0.12 <0.13 <0.15
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <0.18 <0.13 <9.7 <2.4 <0.55 0.30 J <0.12 <0.13 <0.15
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 <0.18 <0.10 8.6 B, J --<0.32 <0.18 <0.11 <0.094 <0.12
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <0.18 <0.13 <4.9 <2.4 <0.32 <0.18 <0.12 <0.13 <0.15
1 600 600 500 20 6 400 400 6,000 4,000 3 70 70 70 70
5,000 260,000 84,500 85,500 20,000 6,000 28,500 25,000 6,000,000 4,000,000 3,000 70,000 25,000 30,000 70,000
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
-- = Constituent not reported
Values BOLD print indicate levels above 2L Standards in place at the time of sampling
* WSW- 26 was sampled on 7/8/15 as WSW-7385, which shares the same water supply well.
GCL = Gross Contamination Level
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
GCL Standard
WSW-7471
WSW-7414
2L Standard2L Standard

7/30/1997 20.38 21.71 1.33 79.26
2/10/1998 20.64 20.75 0.11 79.33
6/24/1999 22.30 22.45 0.15 77.66
11/19/1999 23.60 23.60 Sheen 76.40
8/1/2000 --23.92 --76.08
7/8/2014 22.79 22.90 0.11 77.18
11/7/2014 --23.58 --76.42
7/8/2015 --23.59 --76.41
3/1/2016 --19.31 --80.69
12/12/2017 --21.69 --78.31
2/26/2019 --18.45 --81.55
2/19/2011 --25.39 --75.05
12/16/2011 --23.36 --77.08
1/9/2013 --24.68 --75.76
7/8/2014 --23.31 --77.13
7/8/2015 --24.17 --76.27
3/1/2016 --19.70 --80.74
12/12/2017 --22.15 --78.29
2/26/2019 --18.72 --81.72
7/29/1997 --19.70 --79.37
2/10/1998 --19.43 --79.64
6/24/1999 --21.50 --77.57
11/19/1999 --23.25 --75.82
1/9/2013 --24.07 --75.00
7/29/1997 --20.05 --78.66
2/10/1998 --19.44 --79.27
6/24/1999 --21.80 --76.91
11/19/1999 --22.35 --76.36
2/19/2011 --23.13 --75.27
12/16/2011 --21.40 --77.00
1/9/2013 --22.70 --75.70
7/8/2014 --21.70 --76.70
11/7/2014 --22.31 --76.09
7/8/2015 --22.37 --76.03
3/1/2016 --18.54 --79.86
12/12/2017 --20.62 --77.78
2/26/2019 --17.58 --80.82
7/29/1997 --22.27 --79.14
2/10/1998 --21.84 --79.57
6/24/1999 --Dry ----
11/19/1999 --Dry ----
7/29/1997 --20.09 --77.92
2/19/2011 --21.95 --76.06
12/16/2011 --19.49 --78.52
1/9/2013 --21.37 --76.64
7/8/2014 --20.55 --77.46
7/8/2015 --21.13 --76.88
3/1/2016 --17.12 --80.89
12/12/2017 --19.54 --78.47
2/26/2019 --15.57 --82.44
7/29/1997 --11.45 --78.01
2/10/1998 --9.13 --80.33
6/24/1999 --13.02 --76.44
11/18/1999 --13.20 --76.26
Notes:
TOC = Top of Casing.
Depth to Product
(ft-TOC)
25
101.41
30MW-1R
MW-3R
TABLE 4
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
GROUNDWATER ELEVATION DATA
24
TOC Elevations based on arbitrary onsite benchmark of 100 feet and collected from historical reports.
All measurements expressed in feet
99.07
100.0025
19
MW-5 98.0123.5
Groundwater
Elevation (ft) Well ID TOC Elevation
(ft)
Depth to
Groundwater
(ft-TOC)
29
Product
Thickness (ft)
Totall Well Depth
(ft)Gauging Date
MW-1
100.44
98.71
MW-4
MW-6
MW-2
MW-3
89.46
98.4029

Depth to Product
(ft-TOC)
TABLE 4
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
GROUNDWATER ELEVATION DATA
Groundwater
Elevation (ft) Well ID TOC Elevation
(ft)
Depth to
Groundwater
(ft-TOC)
Product
Thickness (ft)
Totall Well Depth
(ft)Gauging Date
7/29/1997 --14.73 --82.19
2/10/1998 --13.20 --83.72
7/29/1997 --20.52 --78.58
2/10/1998 --19.91 --79.19
6/24/1999 --23.32 --75.78
7/29/1997 --5.12 --76.30
2/10/1998 --4.10 --77.32
6/24/1999 --5.64 --75.78
11/18/1999 --6.40 --75.02
2/19/2011 --8.11 --73.99
12/16/2011 --6.68 --75.42
1/9/2013 --7.70 --74.40
7/8/2014 --7.41 --74.69
7/8/2015 --7.62 --74.48
3/1/2016 --5.29 --76.81
12/12/2017 --6.60 --75.50
2/26/2019 --3.54 --78.56
8/11/2000 --28.24 --76.19
2/19/2011 --28.82 --75.61
12/16/2011 --26.76 --77.67
1/9/2013 --NA --NA
7/8/2014 --27.44 --76.99
7/8/2015 --27.40 --77.03
3/1/2016 --22.24 --82.19
12/12/2017 --25.02 --79.41
2/26/2019 --21.27 --83.16
8/11/2000 --24.07 --76.66
2/19/2011 --25.02 --75.71
12/16/2011 --22.69 --78.04
1/9/2013 --24.40 --76.33
7/8/2014 --22.98 --77.75
7/8/2015 --23.82 --76.91
3/1/2016 --19.08 --81.65
12/12/2017 --21.71 --79.02
2/26/2019 --17.91 --82.82
7/8/2014 --22.98 --77.16
7/8/2015 --22.68 --77.46
3/1/2016 --18.12 --82.02
12/12/2017 --20.74 --79.40
2/26/2019 --17.33 --82.81
Notes:
TOC = Top of Casing.
100.1430MW-13
14MW-10R
MW-8
104.4330MW-11
99.10MW-9
100.7330MW-12
14.5
60.5
MW-10 81.42
82.10
19 96.92
All measurements expressed in feet
TOC Elevations based on arbitrary onsite benchmark of 100 feet and collected from historical reports.
Well Date Temperature
(◦C)
Conductivity
(mS/cm)pH (s.u.)ORP (mV)DO (mg/L)
MW-1 2/26/2019 15.37 1.34 4.99 -14 1.23
MW-1R 2/26/2019 14.60 0.873 4.94 233 2.03
MW-3R 2/26/2019 17.07 1.25 4.99 72 4.31
MW-5 2/26/2019 18.11 0.435 3.98 144 4.60
MW-10R 2/26/2019 9.48 0.318 4.83 233 5.31
MW-11 2/26/2019 17.95 0.064 4.00 242 2.53
MW-12 2/26/2019 15.62 0.339 3.98 253 3.92
MW-13 2/26/2019 15.95 0.984 3.65 258 4.04
Notes:
s.u. = Standard Units
mS / cm = MilliSiemens per Centimeter
mg / mL = Milligrams per Liter
mV = Millivolts
°C = degrees Celsius
TABLE 5
NATURAL ATTENUATION PARAMETERS
MOORE'S EXXON
7390 NC HIGHWAY 16
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
NCDEQ INCIDENT #6146
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal Xylenes1,4-DichlorobenzeneDiisopropyl etherIsopropylbenzenen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneMW-1 2/26/2019 4,100 120,000 8,400 49,000 <150 500 220 J 500 240 J 4,000 1,110
MW-1R 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-3R 2/26/2019 0.18 J 0.17 J <0.13 0.30 J <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-5 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-10R 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-11 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-12 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
MW-13 2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.15 <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
FB1 2/26/2019 <0.12 <0.17 <0.13 <0.39 0.48 J <0.18 <0.12 <0.13 <0.15 <0.18 <0.13
1 600 600 500 6 70 70 70 70 400 400
5,000 260,000 84,500 85,500 6,000 70,000 25,000 30,000 70,000 28,500 25,000
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
Values highlighted and in bold print indicate levels above 2L Standards
Underlined values indicate that the detection limit is above 2L Standards.
"<" or ND = Not Detected above laboratory detection limits.
GCL = Gross Contamination Level
NE = Not Established
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
2L Standard
GCL Standard
TABLE 6
SUMMARY OF CURRENT GROUNDWATER ANALYTICAL DATA
MOORE'S EXXON
7390 NC HIGHWAY 16
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
NCDEQ INCIDENT #6146
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthaleneAcetonen-Butylbenzenesec-Butylbenzenetert-Butylbenzene4-ChlorotolueneDiisopropyl etherIsopropylbenzenep-Isopropyltoluenen-PropylbenzeneMethyl Isobutyl KetoneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aliphatics2/10/1998 NS NS NS NS NS NS NS --------NS NS --NS NS NS NS NS NS NS NS
12/16/2011 7,300 111,000 7,100 42,000 2,200 710 J NS --------9,500 <34 --590 <48 660 4,300 1,200 NS NS NS
7/25/2012 NS NS NS NS NS NS NS --------NS NS --NS NS NS NS NS NS NS NS
1/9/2013 NS NS NS NS NS NS NS --------NS NS --NS NS NS NS NS NS NS NS
7/8/2014 NS NS NS NS NS NS NS --------NS NS --NS NS NS NS NS NS NS NS
7/8/2015 8,400 110,000 6,700 38,000 280 J 2,100 6,500 B,J <54 <84 <96 390 J 5,000 210 J <120 470 J <1,500 250 J 4,500 1,100 NS NS NS
3/1/2016 6,000 100,000 5,900 36,000 <45 700 <2,400 100 J <65 <55 <70 1,400 160 J <75 420 <730 <75 4,900 1,100 NS NS NS
12/12/2017 8,900 120,000 6,200 34,000 <90 <120 <9,700 <150 <130 <120 <140 2,200 180 J <150 410 J <1,500 500 3,400 1,000 NS NS NS
2/26/2019 4,100 120,000 8,400 49,000 <90 <120 <9,700 <150 <130 <120 <140 500 220 J <150 500 <1,500 240 4,000 1,110 NS NS NS
2/19/2011 5.6 50 4.5 52 360 <1.0 NS --------210 <0.50 --<0.50 <1.0 <0.50 12 4 840 220 100
12/16/2011 5.5 24 7.6 78 440 1.5 NS --------220 <0.50 --0.67 0.64 J <0.50 11 5.9 NS NS NS
7/25/2012 3.4 16 4.7 50 340 1 2.9 J --------100 <0.50 --0.51 0.61 J <0.50 12 4.2 NS NS NS
1/9/2013 11.5 46.5 23.4 191.5 189 5.3 NS --------113 1.1 --2.3 NS <0.50 53.8 11.7 NS NS NS
7/8/2014 0.32 J 3.1 1.1 7.8 11 0.3 J <4.7 --------5 <0.11 --0.13 J NA <1.2 3.3 0.54 NS NS NS
7/8/2015 0.98 2.2 2.0 12.7 20 1.6 13 B, J <0.054 <0.084 <0.096 <0.074 8.8 0.12 J <0.12 0.18 J <1.5 <0.12 5.2 0.69 NS NS NS
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <4.9 <0.15 <0.13 <0.11 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/12/2017 <0.12 0.22 J <0.13 <0.39 0.35 J <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 0.20 J <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
3/6/1997 33.7 8 ND 73.7 ND ----------------------------------
2/10/1998 9.2 2.2 ND 21.7 7.3 ND ----------ND --------------------
11/19/1999 26.3 38.2 ND 16.3 6.5 ND ----------ND --------------------
7/25/2012 10,000 200,000 8,300 120,000 1,400 510 160 J --------9,000 230 --510 83 J 420 4,200 1,200 NS NS NS
1/9/2013 7,850 86,400 6,190 34,100 1,830 597 NS --------10,700 184 --480 NS <10 3,850 1,120 NS NS NS
7/8/2014 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
3/6/1997 2,766 26,310 1,344 8,214 15,002 ------------8,324 --------------------
2/10/1998 877 1,056 456 1,396 1,324 233 ----------1,392 --------------------
6/23/1999 3,906 10,524 1,723 9,131 25,013 118 ----------11,475 --------------287800 34070 52750
11/18/1999 2,506 10,900 1,235 6,940 18,517 84.8 ----------7,613 --------------------
1 600 600 500 20 6 6,000 70 70 70 NE 70 70 25 70 100 70 400 400 420 4,200 210
5,000 260,000 84,500 85,500 20,000 6,000 6,000,000 6,900 8,500 15,000 NE 70,000 25,000 11,700 30,000 100,000 70,000 28,500 25,000 NE NE NE
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
Values highlighted and in bold print indicate levels above 2L Standards
Underlined values indicate that the detection limit is above 2L Standards.
ND = Not Detected
GCL = Gross Contamination Level
NE = Not Established
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
MW-1R
HISTORICAL GROUNDWATER ANALYTICAL DATA
TABLE 7
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
MW-1
2L Standard
GCL Standard
MW-2
MW-3
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthaleneAcetonen-Butylbenzenesec-Butylbenzenetert-Butylbenzene4-ChlorotolueneDiisopropyl etherIsopropylbenzenep-Isopropyltoluenen-PropylbenzeneMethyl Isobutyl KetoneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 AliphaticsHISTORICAL GROUNDWATER ANALYTICAL DATA
TABLE 7
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
2/19/2011 520 7,900 1,800 10,700 180 610 NS --------280 120 --280 <1.0 <0.50 2,700 680 440 480 210
12/16/2014 <5.4 330 360 2,600 <5.6 150 NS --------<4.2 <3.4 --120 <4.8 <3.4 1,300 350 NS NS NS
7/25/2012 78 590 520 3,800 <50 360 79 J --------<25 110 --300 <1.0 <25 2,900 850 NS NS NS
1/9/2013 91.1 573 379 2,267 7.6 450 NS --------31.5 82.9 --235 NS <5.0 2,300 664 NS NS NS
7/8/2014 51 82 120 141 1.7 J 150 <47 --------14 34 --100 NA <1.2 370 66 NS NS NS
7/8/2015 25 4.6 110 55.3 <0.090 160 <4.7 24 12 2.0 <0.074 3.8 51 12 160 <1.5 <0.12 490 98 NS NS NS
3/1/2016 0.55 0.28 J 1.1 0.61 <0.090 0.88 <4.9 2.8 1.5 0.18 J <0.14 <0.18 0.74 1.0 3.4 <1.5 <0.15 5.5 1.2 NS NS NS
12/12/2017 0.41 J 0.23 J 1.3 1.75 <0.090 3.2 <9.7 1.7 1.0 0.15 J <0.14 <0.18 0.97 0.89 3.6 <1.5 <0.15 14 2.1 NS NS NS
2/26/2019 0.18 J 0.17 J <0.13 0.30 J <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
3/6/1997 ND ND ND ND ND ------------ND --------------------
2/10/1998 ND ND ND ND ND ND ----------ND --------------------
7/3/1997 ND ND ND ND ND ND ----------ND --------------------
2/10/1998 ND ND ND ND ND ND ----------ND --------------------
6/23/1999 ND ND ND ND ND ND ----------ND --------------------
11/18/1999 ND ND ND ND ND ND ----------ND --------------------
2/19/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 0.93 <0.50 <50 26 J <50
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 <0.50 <0.50 NS NS NS
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 <0.50 <0.50 NS NS NS
1/9/2013 <0.50 <0.50 <0.05 <1.5 <0.50 <2.0 ----------<0.50 <0.50 --<0.50 NS <0.50 <0.50 <0.50 NS NS NS
7/8/2014 <0.079 0.34 J <0.092 <0.29 <0.090 <0.12 <4.7 --------<0.18 <0.11 --<0.94 NA <1.2 0.23 J 0.51 NS NS NS
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 5.5 B, J <0.054 <0.084 <0.096 <0.074 <0.18 <0.11 <0.12 <0.094 <1.5 <0.12 <0.18 <0.10 NS NS NS
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <4.9 <0.15 <0.13 <0.11 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
4/3/1997 39.8 360 144 548 ND ------------5.3 --------------------
2/10/1998 10.6 172 27.2 285 ND 3.2 ----------1.7 --------------------
6/23/1999 106 240 73 555 8 11 ----------61 --------------13,220 14,880 18,170
11/18/1999 9.5 42 4.2 271 ND 7.6 ----------ND --------------------
1 600 600 500 20 6 6,000 70 70 70 NE 70 70 25 70 100 70 400 400 420 4,200 210
5,000 260,000 84,500 85,500 20,000 6,000 6,000,000 6,900 8,500 15,000 NE 70,000 25,000 11,700 30,000 100,000 70,000 28,500 25,000 NE NE NE
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
Values highlighted and in bold print indicate levels above 2L Standards
Underlined values indicate that the detection limit is above 2L Standards.
"<" or ND = Not Detected above laboratory detection limits.
GCL = Gross Contamination Level
NE = Not Established
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
2L Standard
MW-4
MW-3R
MW-5
MW-6
GCL Standard
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthaleneAcetonen-Butylbenzenesec-Butylbenzenetert-Butylbenzene4-ChlorotolueneDiisopropyl etherIsopropylbenzenep-Isopropyltoluenen-PropylbenzeneMethyl Isobutyl KetoneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 AliphaticsHISTORICAL GROUNDWATER ANALYTICAL DATA
TABLE 7
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
4/3/1997 ND ND ND ND ND ------------ND --------------------
2/10/1998 ND ND ND ND ND ND ----------ND --------------------
6/23/1999 ND ND ND ND ND ND ----------ND --------------------
11/18/1999 ND ND ND ND ND ND ----------ND --------------------
4/3/1997 ND ND ND ND ND ------------ND --------------------
2/10/1998 ND ND ND ND ND ND ----------ND --------------------
MW-9 6/16/1997 ND ND ND ND ND ----------------------------------
7/24/1997 ND 2.3 ND ND ND ------------ND --------------------
2/10/1998 ND ND ND ND ND ND ----------ND --------------------
6/23/1999 ND ND ND ND ND ND ----------ND --------------------
11/18/1999 ND ND ND ND ND ND ----------ND --------------------
2/19/2011 <0.50 <0.50 <0.50 <1.5 0.90 J <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 <0.50 <0.50 <50 <50 <50
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 <0.50 <0.50 NS NS NS
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 <1.0 <0.50 <0.50 <0.50 NS NS NS
1/9/2013 <0.50 <0.50 <0.05 <1.5 <0.50 <2.0 ----------<0.50 <0.50 --<0.50 NS <0.50 <0.50 <0.50 NS NS NS
7/8/2014 <0.079 0.13 J <0.092 <0.29 <0.090 <0.12 <4.7 <0.18 <0.11 --<0.94 NA <1.2 <0.18 <0.10 NS NS NS
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 8.9 B, J <0.054 <0.084 <0.096 <0.074 <0.18 <0.11 <0.12 <0.094 <1.5 <0.12 <0.18 <0.10 NS NS NS
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <4.9 <0.15 <0.13 <0.11 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
1 600 600 500 20 6 6,000 70 70 70 NE 70 70 25 70 100 70 400 400 420 4,200 210
5,000 260,000 84,500 85,500 20,000 6,000 6,000,000 6,900 8,500 15,000 NE 70,000 25,000 11,700 30,000 100,000 70,000 28,500 25,000 NE NE NE
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
Values highlighted and in bold print indicate levels above 2L Standards
Underlined values indicate that the detection limit is above 2L Standards.
"<" or ND = Not Detected above laboratory detection limits.
GCL = Gross Contamination Level
NE = Not Established
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
2L Standard
MW-10
GCL Standard
MW-7
MW-8
MW-10R
Well ID Sample
Date BenzeneTolueneEthylbenzeneTotal XylenesMethyl Tertiary Butyl EtherNaphthaleneAcetonen-Butylbenzenesec-Butylbenzenetert-Butylbenzene4-ChlorotolueneDiisopropyl etherIsopropylbenzenep-Isopropyltoluenen-PropylbenzeneMethyl Isobutyl KetoneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 AliphaticsHISTORICAL GROUNDWATER ANALYTICAL DATA
TABLE 7
NCDEQ INCIDENT #6146
GLENDALE SPRINGS, ASHE COUNTY, NORTH CAROLINA
7390 NC HIGHWAY 16
MOORE'S EXXON
8/11/2000 ND ND ND ND ND ND --------------------------ND ND ND
4/13/2010 <0.50 <0.50 <0.50 <1.5 <0.50 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 ND ND ND
2/19/2011 <0.50 <0.50 <0.50 1.18 J <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 <50 <50 <50
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
1/9/2013 <0.50 0.94 <0.50 <1.5 <0.50 <2.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
7/8/2014 <0.079 0.55 <0.092 0.73 J <0.090 <0.12 <4.7 <0.18 <0.11 --<0.94 NA <1.2 0.31 J <0.10 NS NS NS
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 5.9 B, J <0.054 <0.084 <0.096 <0.074 <0.18 <0.11 <0.12 <0.094 <1.5 <0.12 <0.18 <0.10 NS NS NS
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <4.9 <0.15 <0.13 <0.11 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
8/11/2000 ND ND ND ND ND ND --------------------------ND ND ND
4/13/2010 <0.50 <0.50 <0.50 <1.5 <0.50 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 ND ND ND
2/19/2011 <0.50 <0.50 <0.50 1.14 J <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 <50 <50 <50
12/16/2011 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
7/25/2012 <0.50 <0.50 <0.50 <1.5 <1.0 <1.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
1/9/2013 <0.50 <0.50 <0.50 <1.5 <0.50 <2.0 ----------<0.50 <0.50 --<0.50 N/A <0.50 <0.50 <0.50 NS NS NS
7/8/2014 <0.079 0.63 0.13 J 0.89 J <0.090 <0.12 <4.7 <0.18 <0.11 --<0.94 NA <1.2 0.33 J <0.10 NS NS NS
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 6.0 B, J <0.054 <0.084 <0.096 <0.074 <0.18 <0.11 <0.12 <0.094 <1.5 <0.12 <0.18 <0.10 NS NS NS
3/1/2016 <0.12 <0.17 <0.13 <0.38 <0.090 <0.12 <4.9 <0.15 <0.13 <0.11 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
12/2/2014 <0.079 <0.090 <0.092 <0.29 ND ----------------------------ND ND ND
7/8/2015 <0.079 <0.090 <0.092 <0.29 <0.090 <0.12 8.7 B, J <0.054 <0.084 <0.096 <0.074 <0.18 <0.11 <0.12 <0.094 <1.5 <0.12 <0.18 <0.10 NS NS NS
3/1/2016 <0.24 <0.34 <0.26 <0.76 <0.18 <0.24 <9.7 <0.30 <0.26 <0.22 <0.28 <0.36 <0.24 <0.30 <0.26 <2.9 <0.30 <0.36 <0.26 NS NS NS
12/12/2017 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
2/26/2019 <0.12 <0.17 <0.13 <0.39 <0.090 <0.12 <9.7 <0.15 <0.13 <0.12 <0.14 <0.18 <0.12 <0.15 <0.13 <1.5 <0.15 <0.18 <0.13 NS NS NS
1 600 600 500 20 6 6,000 70 70 70 NE 70 70 25 70 100 70 400 400 420 4,200 210
5,000 260,000 84,500 85,500 20,000 6,000 6,000,000 6,900 8,500 15,000 NE 70,000 25,000 11,700 30,000 100,000 70,000 28,500 25,000 NE NE NE
Notes:
Concentrations are reported in micrograms per liter (mg/l) or parts per billion
Values highlighted and in bold print indicate levels above 2L Standards
Underlined values indicate that the detection limit is above 2L Standards.
"<" or ND = Not Detected above laboratory detection limits.
GCL = Gross Contamination Level
NE = Not Established
J = Estimated value above or equal to Method Detection Limit and less than Reporting Limit.
B = Analyte was found in the associated blank as well as in the sample.
MW-13
MW-11
MW-12
GCL Standard
2L Standard

FIGURES
SITE
CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
REFERENCE: USGS 7.5-MINUTE MAP, GLENDALE SPRINGS, NORTH
CAROLINA. DATED 2016
LATITUDE:ƒ1257+
LONGITUDE:ƒ:(67
1,000'500'
Trad
i
n
g

P
o
s
t

R
o
a
d
NC Highway 16
Glendale Sch
o
o
l

R
o
a
d
J W Luke RoadHoney Comb Lane
WSW-120
WSW-165WSW-197
WSW-248
WSW-7350WSW-3
WSW-275
WSW-7414 WSW-26*
WSW-121
WSW-213
WSW-171
WSW-7471
WSW-285
WSW-287
WSW-350
WSW-460 WSW-204
WSW-216
WSW-156
WSW-264
WSW-7385*
WSW-11
WSW-193
WSW-195
WSW-230
WSW-285
CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
Source: NC Geospatial Database
NOTE:
* =WSW-26 and WSW-7385 utilize
the same water supply well.
EXPLANATION
WATER SUPPLY WELL LOCATION
Trad
ing
Pos
t
RoadNC Highway 16Glendale
Fire
Department
Former
Moore's
Exxon
MW-1 MW-2
MW-9
MW-3R
MW-3
MW-7
MW-6
MW-5
MW-1R
MW-11
MW-4
MW-12
MW-10
MW-10R
MW-13
NC Highway 16J W Luke RoadCommercial
Building
Residence
Residence
Residence
Glendale Springs Inn
& Restaurant
CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
SITE
Source: NC Geospatial Database
EXPLANATION
MONITORING WELL LOCATION
DESTROYED MONITORING WELL LOCATION
SITE
Trad
ing
Pos
t
RoadNC Highway 16Glendale
Fire
Department
Former
Moore's
Exxon
MW-1 MW-2
MW-9
MW-3R
MW-3
MW-7
MW-6
MW-5
MW-1R
MW-11
MW-4
MW-12
MW-10
MW-10R
MW-13
NC Highway 16J W Luke RoadCommercial
Building
Residence
Residence
Residence
Glendale Springs Inn
& Restaurant
81.55
81.72
80.82
82.44
78.56
83.16
82.82
82.81
83.0
0 82.0081.0080.00CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
Source: NC Geospatial Database
EXPLANATION
DESTROYED MONITORING WELL LOCATION
SITE
GROUNDWATER CONTOUR LINE
GROUNDWATER ELEVATION (AT WELL)
MONITORING WELL LOCATION
81.55
GROUNDWATER FLOW DIRECTION
NOTES:
1.GROUNDWATER ELEVATIONS MEASURED
ON 2/26/19.
2.DASHED LINES INDICATE AREAS OF LESS
CERTAINTY.
Trad
ing
Pos
t
RoadNC Highway 16Glendale
Fire
Department
Former
Moore's
Exxon
MW-1 MW-2
MW-9
MW-3R
MW-3
MW-7
MW-6
MW-5
MW-1R
MW-11
MW-4
MW-12
MW-10
MW-10R
MW-13
NC Highway 16J W Luke RoadCommercial
Building
Residence
Residence
Residence
Glendale Springs Inn
& Restaurant
CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
Source: NC Geospatial Database
EXPLANATION
MONITORING WELL LOCATION
DESTROYED MONITORING WELL LOCATION
SITE
NOTES:
1.GROUNDWATER SAMPLES COLLECTED ON
FEBRUARY 26, 2019.
2.CONCENTRATIONS SHOWN EXCEED NC 2L
STANDARDS.

APPENDIX A

FIELD NOTES

APPENDIX B

LABORATORY ANALYTICAL RESULTS

39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
March 11, 2019
Andrew Deppensmith
ATC Group Services LLC - Charlotte, NC
7606 Whitehall Executive Drive, Suite 800
Charlotte, NC 28273
Project Location: Glendale Springs
Client Job Number:
Project Number: SLP0614602
Laboratory Work Order Number: 19C0006
Enclosed are results of analyses for samples received by the laboratory on February 28, 2019. If you have any questions
concerning this report, please feel free to contact me.
Sincerely,
Kerry K. McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 3
Case Narrative 4
Sample Results 5
19C0006-01 5
19C0006-02 7
19C0006-03 9
19C0006-04 11
19C0006-05 13
19C0006-06 15
19C0006-07 17
19C0006-08 19
19C0006-09 21
19C0006-10 23
19C0006-11 25
19C0006-12 27
Sample Preparation Information 29
QC Data 30
Volatile Organic Compounds by GC/MS 30
B224948 30
B225037 34
Flag/Qualifier Summary 38
Certifications 39
Chain of Custody/Sample Receipt 41
Page 2 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
3/11/2019
ATC Group Services LLC - Charlotte, NC
7606 Whitehall Executive Drive, Suite 800
Charlotte, NC 28273
ATTN: Andrew Deppensmith
SLP0614602
19C0006
The results of analyses performed on the following samples submitted to the CON-TEST Analytical Laboratory are found in this report.
PROJECT LOCATION:
PURCHASE ORDER NUMBER:
PROJECT NUMBER:
REPORT DATE:
WORK ORDER NUMBER:
FIELD SAMPLE #LAB ID:MATRIX TESTSAMPLE DESCRIPTION SUB LAB
Glendale Springs
MW 1 19C0006-01 Ground Water SM21-22 6200B
MW 1r 19C0006-02 Ground Water SM21-22 6200B
MW 3r 19C0006-03 Ground Water SM21-22 6200B
MW 5 19C0006-04 Ground Water SM21-22 6200B
MW 10R 19C0006-05 Ground Water SM21-22 6200B
MW 11 19C0006-06 Ground Water SM21-22 6200B
MW 12 19C0006-07 Ground Water SM21-22 6200B
MW 13 19C0006-08 Ground Water SM21-22 6200B
WSW 3 19C0006-09 Ground Water SM21-22 6200B
WSW 7414 19C0006-10 Ground Water SM21-22 6200B
WSW 121 19C0006-11 Ground Water SM21-22 6200B
FB1 19C0006-12 Field Blank SM21-22 6200B
[TOC_1]Sample Summary[TOC]
Page 3 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limit for samples 19C0006-01 due to high concentrations of target compounds.
[TOC_1]Case Narrative[TOC]
SM21-22 6200B
Qualifications:
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but the other is within limits. RPD
between the two LFB/LCS results is within method specified criteria.
Analyte & Samples(s) Qualified:
L-07
Ethanol
B225037-BS1
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
19C0006-01[MW 1]
The results of analyses reported only relate to samples submitted to the Con-Test Analytical Laboratory for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Tod E. Kopyscinski
Laboratory Director
Page 4 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-01
Field Sample #: MW 1
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:25
[TOC_2]19C0006-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 50000 3/6/19 16:41 EEHg/L9700 3/6/19SM21-22 6200B1000Acetone
4100 500 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B1000Benzene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000Bromobenzene
ND 500 3/6/19 16:41 EEHg/L220 3/6/19SM21-22 6200B1000Bromochloromethane
ND 500 3/6/19 16:41 EEHg/L300 3/6/19SM21-22 6200B1000Bromodichloromethane
ND 2000 3/6/19 16:41 EEHg/L210 3/6/19SM21-22 6200B1000Bromoform
ND 2000 3/6/19 16:41 EEHg/L940 3/6/19SM21-22 6200B1000Bromomethane
ND 5000 3/6/19 16:41 EEHg/L2400 3/6/19SM21-22 6200B10002-Butanone (MEK)
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000n-Butylbenzene
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B1000sec-Butylbenzene
ND 500 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B1000tert-Butylbenzene
ND 500 3/6/19 16:41 EEHg/L250 3/6/19SM21-22 6200B1000Carbon Tetrachloride
ND 500 3/6/19 16:41 EEHg/L160 3/6/19SM21-22 6200B1000Chlorobenzene
ND 50000 3/6/19 16:41 EEHg/L28000 3/6/19SM21-22 6200B1000Ethanol
ND 500 3/6/19 16:41 EEHg/L100 3/6/19SM21-22 6200B1000Chlorodibromomethane
ND 500 3/6/19 16:41 EEHg/L280 3/6/19SM21-22 6200B1000Chloroethane
ND 500 3/6/19 16:41 EEHg/L220 3/6/19SM21-22 6200B1000Chloroform
ND 600 3/6/19 16:41 EEHg/L550 3/6/19SM21-22 6200B1000Chloromethane
ND 500 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B10002-Chlorotoluene
ND 500 3/6/19 16:41 EEHg/L140 3/6/19SM21-22 6200B10004-Chlorotoluene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B10001,2-Dibromoethane (EDB)
ND 500 3/6/19 16:41 EEHg/L170 3/6/19SM21-22 6200B10001,2-Dichlorobenzene
ND 500 3/6/19 16:41 EEHg/L170 3/6/19SM21-22 6200B10001,3-Dichlorobenzene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B10001,4-Dichlorobenzene
ND 500 3/6/19 16:41 EEHg/L280 3/6/19SM21-22 6200B1000Dichlorodifluoromethane (Freon 12)
ND 500 3/6/19 16:41 EEHg/L160 3/6/19SM21-22 6200B10001,1-Dichloroethane
ND 500 3/6/19 16:41 EEHg/L190 3/6/19SM21-22 6200B10001,2-Dichloroethane
ND 500 3/6/19 16:41 EEHg/L210 3/6/19SM21-22 6200B10001,1-Dichloroethylene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000cis-1,2-Dichloroethylene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000trans-1,2-Dichloroethylene
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B10001,2-Dichloropropane
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B10001,3-Dichloropropane
ND 500 3/6/19 16:41 EEHg/L210 3/6/19SM21-22 6200B10002,2-Dichloropropane
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B10001,1-Dichloropropene
ND 500 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B1000cis-1,3-Dichloropropene
ND 500 3/6/19 16:41 EEHg/L110 3/6/19SM21-22 6200B1000trans-1,3-Dichloropropene
500 500 3/6/19 16:41 EEHg/L180 3/6/19SM21-22 6200B1000Diisopropyl Ether (DIPE)
8400 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B1000Ethylbenzene
ND 5000 3/6/19 16:41 EEHg/L1500 3/6/19SM21-22 6200B10002-Hexanone (MBK)
220 500 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B1000JIsopropylbenzene (Cumene)
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000p-Isopropyltoluene (p-Cymene)
ND 500 3/6/19 16:41 EEHg/L90 3/6/19SM21-22 6200B1000Methyl tert-Butyl Ether (MTBE)
ND 5000 3/6/19 16:41 EEHg/L3200 3/6/19SM21-22 6200B1000Methylene Chloride
ND 5000 3/6/19 16:41 EEHg/L1500 3/6/19SM21-22 6200B10004-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
Page 5 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-01
Field Sample #: MW 1
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:25
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 2000 3/6/19 16:41 EEHg/L120 3/6/19SM21-22 6200B1000Naphthalene
500 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B1000n-Propylbenzene
240 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000JStyrene
ND 500 3/6/19 16:41 EEHg/L160 3/6/19SM21-22 6200B10001,1,2,2-Tetrachloroethane
ND 500 3/6/19 16:41 EEHg/L270 3/6/19SM21-22 6200B1000Tetrachloroethylene
120000 500 3/6/19 16:41 EEHg/L170 3/6/19SM21-22 6200B1000Toluene
ND 5000 3/6/19 16:41 EEHg/L140 3/6/19SM21-22 6200B10001,2,3-Trichlorobenzene
ND 2000 3/6/19 16:41 EEHg/L190 3/6/19SM21-22 6200B10001,2,4-Trichlorobenzene
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B10001,1,1-Trichloroethane
ND 500 3/6/19 16:41 EEHg/L240 3/6/19SM21-22 6200B10001,1,2-Trichloroethane
ND 500 3/6/19 16:41 EEHg/L200 3/6/19SM21-22 6200B1000Trichloroethylene
ND 500 3/6/19 16:41 EEHg/L150 3/6/19SM21-22 6200B1000Trichlorofluoromethane (Freon 11)
ND 500 3/6/19 16:41 EEHg/L220 3/6/19SM21-22 6200B10001,2,3-Trichloropropane
4000 500 3/6/19 16:41 EEHg/L180 3/6/19SM21-22 6200B10001,2,4-Trimethylbenzene
1100 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B10001,3,5-Trimethylbenzene
ND 5000 3/6/19 16:41 EEHg/L1400 3/6/19SM21-22 6200B1000Vinyl Acetate
ND 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B1000Vinyl Chloride
35000 1000 3/6/19 16:41 EEHg/L260 3/6/19SM21-22 6200B1000m+p Xylene
14000 500 3/6/19 16:41 EEHg/L130 3/6/19SM21-22 6200B1000o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 95.6 3/6/19 16:4170-130
Toluene-d8 99.2 3/6/19 16:4170-130
4-Bromofluorobenzene 103 3/6/19 16:4170-130
Page 6 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-02
Field Sample #: MW 1r
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:05
[TOC_2]19C0006-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 16:15 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 16:15 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 16:15 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 16:15 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 16:15 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 16:15 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 16:15 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 16:15 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 16:15 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 16:15 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 16:15 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 16:15 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 16:15 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 16:15 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 16:15 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 16:15 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 16:15 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 16:15 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 16:15 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 16:15 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 16:15 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 16:15 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 16:15 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 16:15 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 7 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-02
Field Sample #: MW 1r
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:05
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 16:15 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 16:15 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 16:15 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 16:15 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 16:15 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 16:15 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 16:15 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 16:15 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 16:15 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 16:15 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 16:15 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 16:15 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 91.2 3/6/19 16:1570-130
Toluene-d8 99.6 3/6/19 16:1570-130
4-Bromofluorobenzene 98.5 3/6/19 16:1570-130
Page 8 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-03
Field Sample #: MW 3r
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:45
[TOC_2]19C0006-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/5/19 22:24 EEHg/L9.7 3/5/19SM21-22 6200B1Acetone
0.18 0.50 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B1JBenzene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1Bromobenzene
ND 0.50 3/5/19 22:24 EEHg/L0.22 3/5/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/5/19 22:24 EEHg/L0.30 3/5/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/5/19 22:24 EEHg/L0.21 3/5/19SM21-22 6200B1Bromoform
ND 2.0 3/5/19 22:24 EEHg/L0.94 3/5/19SM21-22 6200B1Bromomethane
ND 5.0 3/5/19 22:24 EEHg/L2.4 3/5/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/5/19 22:24 EEHg/L0.25 3/5/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/5/19 22:24 EEHg/L0.16 3/5/19SM21-22 6200B1Chlorobenzene
ND 50 3/5/19 22:24 EEHg/L28 3/5/19SM21-22 6200B1Ethanol
ND 0.50 3/5/19 22:24 EEHg/L0.10 3/5/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/5/19 22:24 EEHg/L0.28 3/5/19SM21-22 6200B1Chloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.22 3/5/19SM21-22 6200B1Chloroform
ND 0.60 3/5/19 22:24 EEHg/L0.55 3/5/19SM21-22 6200B1Chloromethane
ND 0.50 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/5/19 22:24 EEHg/L0.14 3/5/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/5/19 22:24 EEHg/L0.17 3/5/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/5/19 22:24 EEHg/L0.17 3/5/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/5/19 22:24 EEHg/L0.28 3/5/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/5/19 22:24 EEHg/L0.16 3/5/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.19 3/5/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.21 3/5/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/5/19 22:24 EEHg/L0.21 3/5/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/5/19 22:24 EEHg/L0.11 3/5/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/5/19 22:24 EEHg/L0.18 3/5/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/5/19 22:24 EEHg/L1.5 3/5/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/5/19 22:24 EEHg/L0.090 3/5/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/5/19 22:24 EEHg/L3.2 3/5/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/5/19 22:24 EEHg/L1.5 3/5/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 9 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-03
Field Sample #: MW 3r
Sample Matrix: Ground Water
Sampled: 2/26/2019 12:45
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/5/19 22:24 EEHg/L0.12 3/5/19SM21-22 6200B1Naphthalene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1Styrene
ND 0.50 3/5/19 22:24 EEHg/L0.16 3/5/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.27 3/5/19SM21-22 6200B1Tetrachloroethylene
0.17 0.50 3/5/19 22:24 EEHg/L0.17 3/5/19SM21-22 6200B1JToluene
ND 5.0 3/5/19 22:24 EEHg/L0.14 3/5/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/5/19 22:24 EEHg/L0.19 3/5/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.24 3/5/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/5/19 22:24 EEHg/L0.20 3/5/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/5/19 22:24 EEHg/L0.15 3/5/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/5/19 22:24 EEHg/L0.22 3/5/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/5/19 22:24 EEHg/L0.18 3/5/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/5/19 22:24 EEHg/L1.4 3/5/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B1Vinyl Chloride
0.30 1.0 3/5/19 22:24 EEHg/L0.26 3/5/19SM21-22 6200B1Jm+p Xylene
ND 0.50 3/5/19 22:24 EEHg/L0.13 3/5/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 97.0 3/5/19 22:2470-130
Toluene-d8 101 3/5/19 22:2470-130
4-Bromofluorobenzene 100 3/5/19 22:2470-130
Page 10 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-04
Field Sample #: MW 5
Sample Matrix: Ground Water
Sampled: 2/26/2019 13:10
[TOC_2]19C0006-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/5/19 22:51 EEHg/L9.7 3/5/19SM21-22 6200B1Acetone
ND 0.50 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B1Benzene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1Bromobenzene
ND 0.50 3/5/19 22:51 EEHg/L0.22 3/5/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/5/19 22:51 EEHg/L0.30 3/5/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/5/19 22:51 EEHg/L0.21 3/5/19SM21-22 6200B1Bromoform
ND 2.0 3/5/19 22:51 EEHg/L0.94 3/5/19SM21-22 6200B1Bromomethane
ND 5.0 3/5/19 22:51 EEHg/L2.4 3/5/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/5/19 22:51 EEHg/L0.25 3/5/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/5/19 22:51 EEHg/L0.16 3/5/19SM21-22 6200B1Chlorobenzene
ND 50 3/5/19 22:51 EEHg/L28 3/5/19SM21-22 6200B1Ethanol
ND 0.50 3/5/19 22:51 EEHg/L0.10 3/5/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/5/19 22:51 EEHg/L0.28 3/5/19SM21-22 6200B1Chloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.22 3/5/19SM21-22 6200B1Chloroform
ND 0.60 3/5/19 22:51 EEHg/L0.55 3/5/19SM21-22 6200B1Chloromethane
ND 0.50 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/5/19 22:51 EEHg/L0.14 3/5/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/5/19 22:51 EEHg/L0.17 3/5/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/5/19 22:51 EEHg/L0.17 3/5/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/5/19 22:51 EEHg/L0.28 3/5/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/5/19 22:51 EEHg/L0.16 3/5/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.19 3/5/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.21 3/5/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/5/19 22:51 EEHg/L0.21 3/5/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/5/19 22:51 EEHg/L0.11 3/5/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/5/19 22:51 EEHg/L0.18 3/5/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/5/19 22:51 EEHg/L1.5 3/5/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/5/19 22:51 EEHg/L0.090 3/5/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/5/19 22:51 EEHg/L3.2 3/5/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/5/19 22:51 EEHg/L1.5 3/5/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 11 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-04
Field Sample #: MW 5
Sample Matrix: Ground Water
Sampled: 2/26/2019 13:10
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/5/19 22:51 EEHg/L0.12 3/5/19SM21-22 6200B1Naphthalene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1Styrene
ND 0.50 3/5/19 22:51 EEHg/L0.16 3/5/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.27 3/5/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/5/19 22:51 EEHg/L0.17 3/5/19SM21-22 6200B1Toluene
ND 5.0 3/5/19 22:51 EEHg/L0.14 3/5/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/5/19 22:51 EEHg/L0.19 3/5/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.24 3/5/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/5/19 22:51 EEHg/L0.20 3/5/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/5/19 22:51 EEHg/L0.15 3/5/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/5/19 22:51 EEHg/L0.22 3/5/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/5/19 22:51 EEHg/L0.18 3/5/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/5/19 22:51 EEHg/L1.4 3/5/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/5/19 22:51 EEHg/L0.26 3/5/19SM21-22 6200B1m+p Xylene
ND 0.50 3/5/19 22:51 EEHg/L0.13 3/5/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 97.0 3/5/19 22:5170-130
Toluene-d8 100 3/5/19 22:5170-130
4-Bromofluorobenzene 99.0 3/5/19 22:5170-130
Page 12 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-05
Field Sample #: MW 10R
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:05
[TOC_2]19C0006-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 18:01 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 18:01 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 18:01 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 18:01 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 18:01 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 18:01 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 18:01 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 18:01 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 18:01 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 18:01 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 18:01 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 18:01 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 18:01 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 18:01 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 18:01 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 18:01 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 18:01 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 18:01 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 18:01 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 18:01 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 18:01 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 18:01 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 18:01 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 18:01 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 13 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-05
Field Sample #: MW 10R
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:05
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 18:01 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 18:01 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 18:01 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 18:01 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 18:01 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 18:01 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 18:01 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 18:01 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 18:01 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 18:01 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 18:01 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 18:01 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 95.4 3/6/19 18:0170-130
Toluene-d8 101 3/6/19 18:0170-130
4-Bromofluorobenzene 98.0 3/6/19 18:0170-130
Page 14 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-06
Field Sample #: MW 11
Sample Matrix: Ground Water
Sampled: 2/26/2019 10:25
[TOC_2]19C0006-06[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 18:28 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 18:28 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 18:28 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 18:28 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 18:28 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 18:28 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 18:28 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 18:28 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 18:28 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 18:28 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 18:28 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 18:28 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 18:28 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 18:28 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 18:28 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 18:28 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 18:28 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 18:28 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 18:28 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 18:28 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 18:28 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 18:28 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 18:28 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 18:28 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 15 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-06
Field Sample #: MW 11
Sample Matrix: Ground Water
Sampled: 2/26/2019 10:25
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 18:28 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 18:28 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 18:28 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 18:28 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 18:28 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 18:28 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 18:28 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 18:28 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 18:28 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 18:28 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 18:28 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 18:28 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.2 3/6/19 18:2870-130
Toluene-d8 100 3/6/19 18:2870-130
4-Bromofluorobenzene 97.5 3/6/19 18:2870-130
Page 16 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-07
Field Sample #: MW 12
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:40
[TOC_2]19C0006-07[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 18:55 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 18:55 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 18:55 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 18:55 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 18:55 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 18:55 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 18:55 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 18:55 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 18:55 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 18:55 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 18:55 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 18:55 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 18:55 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 18:55 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 18:55 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 18:55 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 18:55 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 18:55 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 18:55 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 18:55 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 18:55 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 18:55 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 18:55 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 18:55 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 17 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-07
Field Sample #: MW 12
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:40
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 18:55 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 18:55 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 18:55 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 18:55 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 18:55 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 18:55 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 18:55 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 18:55 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 18:55 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 18:55 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 18:55 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 18:55 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 94.4 3/6/19 18:5570-130
Toluene-d8 101 3/6/19 18:5570-130
4-Bromofluorobenzene 103 3/6/19 18:5570-130
Page 18 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-08
Field Sample #: MW 13
Sample Matrix: Ground Water
Sampled: 2/26/2019 09:55
[TOC_2]19C0006-08[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 19:21 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 19:21 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 19:21 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 19:21 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 19:21 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 19:21 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 19:21 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 19:21 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 19:21 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 19:21 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 19:21 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 19:21 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 19:21 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 19:21 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 19:21 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 19:21 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 19:21 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 19:21 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 19:21 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 19:21 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 19:21 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 19:21 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 19:21 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 19:21 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 19 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-08
Field Sample #: MW 13
Sample Matrix: Ground Water
Sampled: 2/26/2019 09:55
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 19:21 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 19:21 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 19:21 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 19:21 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 19:21 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 19:21 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 19:21 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 19:21 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 19:21 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 19:21 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 19:21 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 19:21 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.1 3/6/19 19:2170-130
Toluene-d8 101 3/6/19 19:2170-130
4-Bromofluorobenzene 98.7 3/6/19 19:2170-130
Page 20 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-09
Field Sample #: WSW 3
Sample Matrix: Ground Water
Sampled: 2/26/2019 13:30
[TOC_2]19C0006-09[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 14:55 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 14:55 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 14:55 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 14:55 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 14:55 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 14:55 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 14:55 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 14:55 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 14:55 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 14:55 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 14:55 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 14:55 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 14:55 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 14:55 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 14:55 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 14:55 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 14:55 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 14:55 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 14:55 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 14:55 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 14:55 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 14:55 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 14:55 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 14:55 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 21 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-09
Field Sample #: WSW 3
Sample Matrix: Ground Water
Sampled: 2/26/2019 13:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 14:55 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 14:55 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 14:55 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 14:55 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 14:55 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 14:55 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 14:55 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 14:55 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 14:55 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 14:55 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 14:55 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 14:55 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.2 3/6/19 14:5570-130
Toluene-d8 99.9 3/6/19 14:5570-130
4-Bromofluorobenzene 98.0 3/6/19 14:5570-130
Page 22 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-10
Field Sample #: WSW 7414
Sample Matrix: Ground Water
Sampled: 2/26/2019 10:40
[TOC_2]19C0006-10[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 15:22 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 15:22 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 15:22 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 15:22 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 15:22 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 15:22 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 15:22 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 15:22 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 15:22 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 15:22 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 15:22 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 15:22 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 15:22 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 15:22 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 15:22 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 15:22 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 15:22 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 15:22 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 15:22 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
0.30 0.50 3/6/19 15:22 EEHg/L0.18 3/6/19SM21-22 6200B1JDiisopropyl Ether (DIPE)
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 15:22 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 15:22 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 15:22 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 15:22 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 23 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-10
Field Sample #: WSW 7414
Sample Matrix: Ground Water
Sampled: 2/26/2019 10:40
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 15:22 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 15:22 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 15:22 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 15:22 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 15:22 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 15:22 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 15:22 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 15:22 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 15:22 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 15:22 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 15:22 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 15:22 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.5 3/6/19 15:2270-130
Toluene-d8 99.4 3/6/19 15:2270-130
4-Bromofluorobenzene 100 3/6/19 15:2270-130
Page 24 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-11
Field Sample #: WSW 121
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:20
[TOC_2]19C0006-11[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 15:48 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 15:48 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 15:48 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 15:48 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 15:48 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 15:48 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 15:48 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 15:48 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 15:48 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 15:48 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 15:48 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 15:48 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 15:48 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 15:48 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 15:48 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 3/6/19 15:48 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 15:48 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 15:48 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 15:48 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 15:48 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 15:48 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 15:48 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 15:48 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 15:48 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 25 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-11
Field Sample #: WSW 121
Sample Matrix: Ground Water
Sampled: 2/26/2019 11:20
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 15:48 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 15:48 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 15:48 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 15:48 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 15:48 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 15:48 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 15:48 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 15:48 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 15:48 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 15:48 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 15:48 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 15:48 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.6 3/6/19 15:4870-130
Toluene-d8 102 3/6/19 15:4870-130
4-Bromofluorobenzene 101 3/6/19 15:4870-130
Page 26 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-12
Field Sample #: FB1
Sample Matrix: Field Blank
Sampled: 2/26/2019 13:40
[TOC_2]19C0006-12[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/6/19 14:02 EEHg/L9.7 3/6/19SM21-22 6200B1Acetone
ND 0.50 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B1Benzene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1Bromobenzene
ND 0.50 3/6/19 14:02 EEHg/L0.22 3/6/19SM21-22 6200B1Bromochloromethane
ND 0.50 3/6/19 14:02 EEHg/L0.30 3/6/19SM21-22 6200B1Bromodichloromethane
ND 2.0 3/6/19 14:02 EEHg/L0.21 3/6/19SM21-22 6200B1Bromoform
ND 2.0 3/6/19 14:02 EEHg/L0.94 3/6/19SM21-22 6200B1Bromomethane
ND 5.0 3/6/19 14:02 EEHg/L2.4 3/6/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1n-Butylbenzene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 3/6/19 14:02 EEHg/L0.25 3/6/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 3/6/19 14:02 EEHg/L0.16 3/6/19SM21-22 6200B1Chlorobenzene
ND 50 3/6/19 14:02 EEHg/L28 3/6/19SM21-22 6200B1Ethanol
ND 0.50 3/6/19 14:02 EEHg/L0.10 3/6/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 3/6/19 14:02 EEHg/L0.28 3/6/19SM21-22 6200B1Chloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.22 3/6/19SM21-22 6200B1Chloroform
ND 0.60 3/6/19 14:02 EEHg/L0.55 3/6/19SM21-22 6200B1Chloromethane
ND 0.50 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B12-Chlorotoluene
ND 0.50 3/6/19 14:02 EEHg/L0.14 3/6/19SM21-22 6200B14-Chlorotoluene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/6/19 14:02 EEHg/L0.17 3/6/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 3/6/19 14:02 EEHg/L0.17 3/6/19SM21-22 6200B11,3-Dichlorobenzene
0.48 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1J1,4-Dichlorobenzene
ND 0.50 3/6/19 14:02 EEHg/L0.28 3/6/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/6/19 14:02 EEHg/L0.16 3/6/19SM21-22 6200B11,1-Dichloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.19 3/6/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.21 3/6/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 3/6/19 14:02 EEHg/L0.21 3/6/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 3/6/19 14:02 EEHg/L0.11 3/6/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 3/6/19 14:02 EEHg/L0.18 3/6/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B1Ethylbenzene
ND 5.0 3/6/19 14:02 EEHg/L1.5 3/6/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/6/19 14:02 EEHg/L0.090 3/6/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/6/19 14:02 EEHg/L3.2 3/6/19SM21-22 6200B1Methylene Chloride
ND 5.0 3/6/19 14:02 EEHg/L1.5 3/6/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 27 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 2/28/2019
Work Order: 19C0006Sample Description:Project Location: Glendale Springs
Sample ID: 19C0006-12
Field Sample #: FB1
Sample Matrix: Field Blank
Sampled: 2/26/2019 13:40
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 2.0 3/6/19 14:02 EEHg/L0.12 3/6/19SM21-22 6200B1Naphthalene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B1n-Propylbenzene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1Styrene
ND 0.50 3/6/19 14:02 EEHg/L0.16 3/6/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.27 3/6/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 3/6/19 14:02 EEHg/L0.17 3/6/19SM21-22 6200B1Toluene
ND 5.0 3/6/19 14:02 EEHg/L0.14 3/6/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 2.0 3/6/19 14:02 EEHg/L0.19 3/6/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.24 3/6/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 3/6/19 14:02 EEHg/L0.20 3/6/19SM21-22 6200B1Trichloroethylene
ND 0.50 3/6/19 14:02 EEHg/L0.15 3/6/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/6/19 14:02 EEHg/L0.22 3/6/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 3/6/19 14:02 EEHg/L0.18 3/6/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 5.0 3/6/19 14:02 EEHg/L1.4 3/6/19SM21-22 6200B1Vinyl Acetate
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B1Vinyl Chloride
ND 1.0 3/6/19 14:02 EEHg/L0.26 3/6/19SM21-22 6200B1m+p Xylene
ND 0.50 3/6/19 14:02 EEHg/L0.13 3/6/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.5 3/6/19 14:0270-130
Toluene-d8 103 3/6/19 14:0270-130
4-Bromofluorobenzene 98.0 3/6/19 14:0270-130
Page 28 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B224948 03/05/195 5.0019C0006-03 [MW 3r]
B224948 03/05/195 5.0019C0006-04 [MW 5]
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B225037 03/06/190.005 5.0019C0006-01 [MW 1]
B225037 03/06/195 5.0019C0006-02 [MW 1r]
B225037 03/06/195 5.0019C0006-05 [MW 10R]
B225037 03/06/195 5.0019C0006-06 [MW 11]
B225037 03/06/195 5.0019C0006-07 [MW 12]
B225037 03/06/195 5.0019C0006-08 [MW 13]
B225037 03/06/195 5.0019C0006-09 [WSW 3]
B225037 03/06/195 5.0019C0006-10 [WSW 7414]
B225037 03/06/195 5.0019C0006-11 [WSW 121]
B225037 03/06/195 5.0019C0006-12 [FB1]
[TOC_1]Sample Preparation Information[TOC]
Page 29 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Volatile Organic Compounds by GC/MS[TOC]
Batch B224948 - SW-846 5030B
[TOC_3]B224948[TOC]
Blank (B224948-BLK1) Prepared & Analyzed: 03/05/19
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L1.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L0.50ND
1,2,4-Trichlorobenzene g/L0.50ND
[TOC_1]QC Data[TOC]
Page 30 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B224948 - SW-846 5030B
Blank (B224948-BLK1) Prepared & Analyzed: 03/05/19
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L5.0ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 97.624.4
g/L 25.0 70-130Surrogate: Toluene-d8 10225.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 98.024.5
LCS (B224948-BS1) Prepared & Analyzed: 03/05/19
Acetone g/L50 100 70-130103103
Benzene g/L0.50 10.0 70-13010410.4
Bromobenzene g/L0.50 10.0 70-13011011.0
Bromochloromethane g/L0.50 10.0 70-13010510.5
Bromodichloromethane g/L0.50 10.0 70-13011011.0
Bromoform g/L0.50 10.0 70-13010110.1
Bromomethane g/L1.0 10.0 60-14013613.6
2-Butanone (MEK)g/L5.0 100 70-13080.680.6
n-Butylbenzene g/L0.50 10.0 70-13011211.2
sec-Butylbenzene g/L0.50 10.0 70-13011211.2
tert-Butylbenzene g/L0.50 10.0 70-13010910.9
Carbon Tetrachloride g/L0.50 10.0 70-13010010.0
Chlorobenzene g/L0.50 10.0 70-13010510.5
Ethanol g/L50 100 70-130120120
Chlorodibromomethane g/L0.50 10.0 70-13010710.7
Chloroethane g/L0.50 10.0 60-14012412.4
Chloroform g/L0.50 10.0 70-13010410.4
Chloromethane g/L0.60 10.0 60-14010810.8
2-Chlorotoluene g/L0.50 10.0 70-13010210.2
4-Chlorotoluene g/L0.50 10.0 70-13011011.0
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13010810.8
1,2-Dichlorobenzene g/L0.50 10.0 70-13011011.0
1,3-Dichlorobenzene g/L0.50 10.0 70-13010910.9
1,4-Dichlorobenzene g/L0.50 10.0 70-13010810.8
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14092.59.25
1,1-Dichloroethane g/L0.50 10.0 70-13010610.6
1,2-Dichloroethane g/L0.50 10.0 70-13095.69.56
1,1-Dichloroethylene g/L0.50 10.0 70-13011811.8
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13010710.7
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13010810.8
1,2-Dichloropropane g/L0.50 10.0 70-13010210.2
1,3-Dichloropropane g/L0.50 10.0 70-13011111.1
2,2-Dichloropropane g/L0.50 10.0 70-13092.69.26
1,1-Dichloropropene g/L0.50 10.0 70-13010410.4
cis-1,3-Dichloropropene g/L0.50 10.0 70-13012012.0
trans-1,3-Dichloropropene g/L0.50 10.0 70-13012012.0
Page 31 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B224948 - SW-846 5030B
LCS (B224948-BS1) Prepared & Analyzed: 03/05/19
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13010610.6
Ethylbenzene g/L0.50 10.0 70-13010610.6
2-Hexanone (MBK)g/L5.0 100 70-13095.095.0
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13010610.6
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13011011.0
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13011211.2
Methylene Chloride g/L5.0 10.0 70-13012812.8
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-13098.598.5
Naphthalene g/L0.50 10.0 70-13092.69.26
n-Propylbenzene g/L0.50 10.0 70-13010710.7
Styrene g/L0.50 10.0 70-13011311.3
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13010810.8
Tetrachloroethylene g/L0.50 10.0 70-13010310.3
Toluene g/L0.50 10.0 70-13010710.7
1,2,3-Trichlorobenzene g/L0.50 10.0 70-13010810.8
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13096.99.69
1,1,1-Trichloroethane g/L0.50 10.0 70-13010010.0
1,1,2-Trichloroethane g/L0.50 10.0 70-13011111.1
Trichloroethylene g/L0.50 10.0 70-13010410.4
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13011211.2
1,2,3-Trichloropropane g/L0.50 10.0 70-13010210.2
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13011111.1
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13010710.7
Vinyl Acetate g/L5.0 100 70-13076.676.6
Vinyl Chloride g/L0.50 10.0 60-14011211.2
m+p Xylene g/L1.0 20.0 70-13010721.5
o-Xylene g/L0.50 10.0 70-13011111.1
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 99.825.0
g/L 25.0 70-130Surrogate: Toluene-d8 10125.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10325.7
LCS Dup (B224948-BSD1) Prepared & Analyzed: 03/05/19
Acetone g/L50 100 2570-130105 1.98105
Benzene g/L0.50 10.0 2570-130102 1.6510.2
Bromobenzene g/L0.50 10.0 2570-130110 0.63711.0
Bromochloromethane g/L0.50 10.0 2570-130107 1.5110.7
Bromodichloromethane g/L0.50 10.0 2570-130103 6.2810.3
Bromoform g/L0.50 10.0 2570-130101 0.098710.1
Bromomethane g/L1.0 10.0 2560-140134 1.4813.4
2-Butanone (MEK)g/L5.0 100 2570-13080.6 0.086880.6
n-Butylbenzene g/L0.50 10.0 2570-130110 1.1711.0
sec-Butylbenzene g/L0.50 10.0 2570-130110 1.7211.0
tert-Butylbenzene g/L0.50 10.0 2570-130107 1.6710.7
Carbon Tetrachloride g/L0.50 10.0 2570-13098.9 1.519.89
Chlorobenzene g/L0.50 10.0 2570-130107 2.0810.7
Ethanol g/L50 100 2570-130123 1.94123
Chlorodibromomethane g/L0.50 10.0 2570-130107 0.0010.7
Chloroethane g/L0.50 10.0 2560-140116 6.8411.6
Chloroform g/L0.50 10.0 2570-130102 1.5510.2
Chloromethane g/L0.60 10.0 2560-140108 0.64810.8
2-Chlorotoluene g/L0.50 10.0 2570-130102 0.98010.2
4-Chlorotoluene g/L0.50 10.0 2570-130109 1.0010.9
Page 32 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B224948 - SW-846 5030B
LCS Dup (B224948-BSD1) Prepared & Analyzed: 03/05/19
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-130108 0.55510.8
1,2-Dichlorobenzene g/L0.50 10.0 2570-130110 0.63711.0
1,3-Dichlorobenzene g/L0.50 10.0 2570-130112 2.9011.2
1,4-Dichlorobenzene g/L0.50 10.0 2570-130107 1.3010.7
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14093.7 1.299.37
1,1-Dichloroethane g/L0.50 10.0 2570-130104 2.2910.4
1,2-Dichloroethane g/L0.50 10.0 2570-13096.6 1.049.66
1,1-Dichloroethylene g/L0.50 10.0 2570-130118 0.59411.8
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-130107 0.37310.7
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-130104 3.8610.4
1,2-Dichloropropane g/L0.50 10.0 2570-130102 0.49010.2
1,3-Dichloropropane g/L0.50 10.0 2570-130112 0.26911.2
2,2-Dichloropropane g/L0.50 10.0 2570-13094.5 2.039.45
1,1-Dichloropropene g/L0.50 10.0 2570-130101 3.0110.1
cis-1,3-Dichloropropene g/L0.50 10.0 2570-130117 3.0311.7
trans-1,3-Dichloropropene g/L0.50 10.0 2570-130119 1.2511.9
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130106 0.18810.6
Ethylbenzene g/L0.50 10.0 2570-130106 0.0010.6
2-Hexanone (MBK)g/L5.0 100 2570-13098.2 3.3498.2
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-130104 1.7210.4
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-130108 2.5710.8
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-130115 2.9011.5
Methylene Chloride g/L5.0 10.0 2570-130123 3.5112.3
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130101 2.16101
Naphthalene g/L0.50 10.0 2570-13098.5 6.179.85
n-Propylbenzene g/L0.50 10.0 2570-130106 1.2210.6
Styrene g/L0.50 10.0 2570-130114 0.35311.4
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-130107 0.74710.7
Tetrachloroethylene g/L0.50 10.0 2570-130103 0.19410.3
Toluene g/L0.50 10.0 2570-130105 1.8910.5
1,2,3-Trichlorobenzene g/L0.50 10.0 2570-130115 6.5411.5
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130102 5.3210.2
1,1,1-Trichloroethane g/L0.50 10.0 2570-13099.3 0.8029.93
1,1,2-Trichloroethane g/L0.50 10.0 2570-130114 2.7411.4
Trichloroethylene g/L0.50 10.0 2570-13099.6 4.329.96
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130111 1.1711.1
1,2,3-Trichloropropane g/L0.50 10.0 2570-130107 4.5810.7
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-130108 2.1910.8
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-130106 0.94210.6
Vinyl Acetate g/L5.0 100 2570-13072.6 5.4372.6
Vinyl Chloride g/L0.50 10.0 2560-140104 7.4910.4
m+p Xylene g/L1.0 20.0 2570-130107 0.51421.4
o-Xylene g/L0.50 10.0 2570-130109 2.1810.9
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 99.825.0
g/L 25.0 70-130Surrogate: Toluene-d8 10125.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10425.9
Page 33 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B225037 - SW-846 5030B
[TOC_3]B225037[TOC]
Blank (B225037-BLK1) Prepared & Analyzed: 03/06/19
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L1.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L0.50ND
1,2,4-Trichlorobenzene g/L0.50ND
Page 34 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B225037 - SW-846 5030B
Blank (B225037-BLK1) Prepared & Analyzed: 03/06/19
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L5.0ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 95.824.0
g/L 25.0 70-130Surrogate: Toluene-d8 10025.1
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 97.224.3
LCS (B225037-BS1) Prepared & Analyzed: 03/06/19
Acetone g/L50 100 70-130114114
Benzene g/L0.50 10.0 70-13010210.2
Bromobenzene g/L0.50 10.0 70-13010910.9
Bromochloromethane g/L0.50 10.0 70-13010810.8
Bromodichloromethane g/L0.50 10.0 70-13010410.4
Bromoform g/L0.50 10.0 70-13010510.5
Bromomethane g/L1.0 10.0 60-14012812.8
2-Butanone (MEK)g/L5.0 100 70-13092.192.1
n-Butylbenzene g/L0.50 10.0 70-13095.09.50
sec-Butylbenzene g/L0.50 10.0 70-13098.59.85
tert-Butylbenzene g/L0.50 10.0 70-13010110.1
Carbon Tetrachloride g/L0.50 10.0 70-13093.89.38
Chlorobenzene g/L0.50 10.0 70-13010710.7
Ethanol g/L50 100 L-0770-130145*145
Chlorodibromomethane g/L0.50 10.0 70-13010910.9
Chloroethane g/L0.50 10.0 60-14012012.0
Chloroform g/L0.50 10.0 70-13010410.4
Chloromethane g/L0.60 10.0 60-14010510.5
2-Chlorotoluene g/L0.50 10.0 70-13097.89.78
4-Chlorotoluene g/L0.50 10.0 70-13010710.7
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13011311.3
1,2-Dichlorobenzene g/L0.50 10.0 70-13010110.1
1,3-Dichlorobenzene g/L0.50 10.0 70-13010210.2
1,4-Dichlorobenzene g/L0.50 10.0 70-13099.69.96
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14083.78.37
1,1-Dichloroethane g/L0.50 10.0 70-13010310.3
1,2-Dichloroethane g/L0.50 10.0 70-13094.89.48
1,1-Dichloroethylene g/L0.50 10.0 70-13011411.4
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13010910.9
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13010510.5
1,2-Dichloropropane g/L0.50 10.0 70-13010210.2
1,3-Dichloropropane g/L0.50 10.0 70-13011511.5
2,2-Dichloropropane g/L0.50 10.0 70-13084.98.49
1,1-Dichloropropene g/L0.50 10.0 70-13097.69.76
cis-1,3-Dichloropropene g/L0.50 10.0 70-13011311.3
trans-1,3-Dichloropropene g/L0.50 10.0 70-13011711.7
Page 35 of 44
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B225037 - SW-846 5030B
LCS (B225037-BS1) Prepared & Analyzed: 03/06/19
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13011111.1
Ethylbenzene g/L0.50 10.0 70-13010210.2
2-Hexanone (MBK)g/L5.0 100 70-130107107
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13010110.1
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13098.89.88
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13011411.4
Methylene Chloride g/L5.0 10.0 70-13012612.6
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-130110110
Naphthalene g/L0.50 10.0 70-13081.18.11
n-Propylbenzene g/L0.50 10.0 70-13010010.0
Styrene g/L0.50 10.0 70-13011111.1
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13011411.4
Tetrachloroethylene g/L0.50 10.0 70-13098.39.83
Toluene g/L0.50 10.0 70-13010610.6
1,2,3-Trichlorobenzene g/L0.50 10.0 70-13097.99.79
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13083.38.33
1,1,1-Trichloroethane g/L0.50 10.0 70-13096.89.68
1,1,2-Trichloroethane g/L0.50 10.0 70-13011811.8
Trichloroethylene g/L0.50 10.0 70-13010910.9
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13010610.6
1,2,3-Trichloropropane g/L0.50 10.0 70-13011111.1
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13010210.2
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13010110.1
Vinyl Acetate g/L5.0 100 70-13072.672.6
Vinyl Chloride g/L0.50 10.0 60-14099.79.97
m+p Xylene g/L1.0 20.0 70-13010320.7
o-Xylene g/L0.50 10.0 70-13010710.7
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 98.724.7
g/L 25.0 70-130Surrogate: Toluene-d8 10225.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10526.3
LCS Dup (B225037-BSD1) Prepared & Analyzed: 03/06/19
Acetone g/L50 100 2570-130117 2.76117
Benzene g/L0.50 10.0 2570-130111 8.9211.1
Bromobenzene g/L0.50 10.0 2570-130119 8.7111.9
Bromochloromethane g/L0.50 10.0 2570-130113 4.7911.3
Bromodichloromethane g/L0.50 10.0 2570-130111 6.2411.1
Bromoform g/L0.50 10.0 2570-130112 6.1011.2
Bromomethane g/L1.0 10.0 2560-140127 1.1812.7
2-Butanone (MEK)g/L5.0 100 2570-13093.0 0.89793.0
n-Butylbenzene g/L0.50 10.0 2570-130117 20.511.7
sec-Butylbenzene g/L0.50 10.0 2570-130116 16.111.6
tert-Butylbenzene g/L0.50 10.0 2570-130116 13.911.6
Carbon Tetrachloride g/L0.50 10.0 2570-130104 10.010.4
Chlorobenzene g/L0.50 10.0 2570-130116 7.5311.6
Ethanol g/L50 100 2570-130125 14.6125
Chlorodibromomethane g/L0.50 10.0 2570-130115 4.8311.5
Chloroethane g/L0.50 10.0 2560-140129 7.4712.9
Chloroform g/L0.50 10.0 2570-130113 8.2211.3
Chloromethane g/L0.60 10.0 2560-140106 0.94410.6
2-Chlorotoluene g/L0.50 10.0 2570-130109 10.610.9
4-Chlorotoluene g/L0.50 10.0 2570-130118 10.411.8
Page 36 of 44
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B225037 - SW-846 5030B
LCS Dup (B225037-BSD1) Prepared & Analyzed: 03/06/19
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-130121 6.7612.1
1,2-Dichlorobenzene g/L0.50 10.0 2570-130120 16.612.0
1,3-Dichlorobenzene g/L0.50 10.0 2570-130116 13.511.6
1,4-Dichlorobenzene g/L0.50 10.0 2570-130116 14.911.6
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14092.8 10.39.28
1,1-Dichloroethane g/L0.50 10.0 2570-130112 8.8211.2
1,2-Dichloroethane g/L0.50 10.0 2570-130103 8.2910.3
1,1-Dichloroethylene g/L0.50 10.0 2570-130124 8.3512.4
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-130116 6.4211.6
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-130113 7.5411.3
1,2-Dichloropropane g/L0.50 10.0 2570-130112 9.6411.2
1,3-Dichloropropane g/L0.50 10.0 2570-130125 8.1712.5
2,2-Dichloropropane g/L0.50 10.0 2570-13084.1 0.9478.41
1,1-Dichloropropene g/L0.50 10.0 2570-130108 10.510.8
cis-1,3-Dichloropropene g/L0.50 10.0 2570-130122 7.3912.2
trans-1,3-Dichloropropene g/L0.50 10.0 2570-130123 5.2612.3
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130115 3.6211.5
Ethylbenzene g/L0.50 10.0 2570-130113 10.111.3
2-Hexanone (MBK)g/L5.0 100 2570-130109 1.88109
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-130112 10.711.2
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-130114 14.211.4
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-130121 5.6912.1
Methylene Chloride g/L5.0 10.0 2570-130129 2.8212.9
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130111 0.914111
Naphthalene g/L0.50 10.0 2570-130104 24.810.4
n-Propylbenzene g/L0.50 10.0 2570-130114 12.911.4
Styrene g/L0.50 10.0 2570-130124 11.412.4
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-130124 8.3412.4
Tetrachloroethylene g/L0.50 10.0 2570-130109 10.610.9
Toluene g/L0.50 10.0 2570-130116 8.8111.6
1,2,3-Trichlorobenzene g/L0.50 10.0 2570-130123 22.512.3
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130104 22.510.4
1,1,1-Trichloroethane g/L0.50 10.0 2570-130105 8.1310.5
1,1,2-Trichloroethane g/L0.50 10.0 2570-130126 7.0412.6
Trichloroethylene g/L0.50 10.0 2570-130112 2.1711.2
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130118 9.9211.8
1,2,3-Trichloropropane g/L0.50 10.0 2570-130118 6.4611.8
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-130117 14.011.7
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-130112 11.011.2
Vinyl Acetate g/L5.0 100 2570-13071.7 1.1671.7
Vinyl Chloride g/L0.50 10.0 2560-140116 14.711.6
m+p Xylene g/L1.0 20.0 2570-130115 10.523.0
o-Xylene g/L0.50 10.0 2570-130119 10.611.9
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 98.424.6
g/L 25.0 70-130Surrogate: Toluene-d8 99.824.9
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10325.7
Page 37 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
FLAG/QUALIFIER SUMMARY
*QC result is outside of established limits.
Wide recovery limits established for difficult compound.
Wide RPD limits established for difficult compound.
#Data exceeded client recommended or regulatory level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
ND Not Detected
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but
the other is within limits. RPD between the two LFB/LCS results is within method specified criteria.
L-07
Elevated reporting limit due to high concentration of target compounds.RL-11
[TOC_1]Flag/Qualifier Summary[TOC]
Page 38 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-22 6200B in Water
NCAcetone
NCBenzene
NCBromobenzene
NCBromochloromethane
NCBromodichloromethane
NCBromoform
NCBromomethane
NC2-Butanone (MEK)
NCn-Butylbenzene
NCsec-Butylbenzene
NCtert-Butylbenzene
NCCarbon Tetrachloride
NCChlorobenzene
NCEthanol
NCChlorodibromomethane
NCChloroethane
NCChloroform
NCChloromethane
NC2-Chlorotoluene
NC4-Chlorotoluene
NC1,2-Dibromoethane (EDB)
NC1,2-Dichlorobenzene
NC1,3-Dichlorobenzene
NC1,4-Dichlorobenzene
NCDichlorodifluoromethane (Freon 12)
NC1,1-Dichloroethane
NC1,2-Dichloroethane
NC1,1-Dichloroethylene
NCcis-1,2-Dichloroethylene
NCtrans-1,2-Dichloroethylene
NC1,2-Dichloropropane
NC1,3-Dichloropropane
NC2,2-Dichloropropane
NC1,1-Dichloropropene
NCcis-1,3-Dichloropropene
NCtrans-1,3-Dichloropropene
NCDiisopropyl Ether (DIPE)
NCEthylbenzene
NC2-Hexanone (MBK)
NCIsopropylbenzene (Cumene)
NCp-Isopropyltoluene (p-Cymene)
NCMethyl tert-Butyl Ether (MTBE)
NCMethylene Chloride
NC4-Methyl-2-pentanone (MIBK)
NCNaphthalene
NCn-Propylbenzene
NCStyrene
[TOC_1]Certifications[TOC]
Page 39 of 44
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-22 6200B in Water
NC1,1,2,2-Tetrachloroethane
NCTetrachloroethylene
NCToluene
NC1,2,3-Trichlorobenzene
NC1,2,4-Trichlorobenzene
NC1,1,1-Trichloroethane
NC1,1,2-Trichloroethane
NCTrichloroethylene
NCTrichlorofluoromethane (Freon 11)
NC1,2,3-Trichloropropane
NC1,2,4-Trimethylbenzene
NC1,3,5-Trimethylbenzene
NCVinyl Acetate
NCVinyl Chloride
NCm+p Xylene
NCo-Xylene
The CON-TEST Environmental Laboratory operates under the following certifications and accreditations:
Code Description Number Expires
100033AIHA-LAP, LLC - ISO17025:2005AIHA 03/1/2020
M-MA100Massachusetts DEPMA 06/30/2019
PH-0567Connecticut Department of Publilc HealthCT 09/30/2019
10899 NELAPNew York State Department of HealthNY 04/1/2019
2516 NELAPNew Hampshire Environmental LabNH-S 02/5/2020
LAO00112Rhode Island Department of HealthRI 12/30/2019
652North Carolina Div. of Water QualityNC 12/31/2019
MA007 NELAPNew Jersey DEPNJ 06/30/2019
E871027 NELAPFlorida Department of HealthFL 06/30/2019
LL015036Vermont Department of Health Lead LaboratoryVT 07/30/2019
2011028State of MaineME 06/9/2019
460217Commonwealth of VirginiaVA 12/14/2019
2557 NELAPNew Hampshire Environmental LabNH-P 09/6/2019
VT-255716Vermont Department of Health Drinking WaterVT-DW 06/12/2019
25703North Carolina Department of HealthNC-DW 07/31/2019
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APPENDIX C

HEALTH RISK EVALUATION DOCUMENTATION

March 15, 2019

TO: Herb Berger
NC UST Section

RE: Health Risk Evaluation
Tracking Number: 6146
Larry Smith Well Sampling Results
Glendale Springs, NC

During this sampling event, one contaminant was detected in the well water. The standards used to
determine if the water is suitable for drinking and cooking are the United States Environmental Protection
Agency’s Maximum Contaminant Levels (MCLs) or, if no MCLs exist, North Carolina Groundwater Standards
(2L).

If the contaminant concentration exceeds the applicable standard for using the water for drinking and
cooking, the contaminant concentration is further analyzed to determine if the water is suitable for other
household uses, such as showering, bathing, washing dishes, flushing toilets, and hand washing. The chart
below compares the detected contaminant concentration with the applicable standard:
Sample ID Contaminant Concentration (µg/l)* MCL (µg/l) 2L (µg/l)
19C0006-10 Diisopropyl Ether 0.30 70
* The abbreviation µg/l stands for micrograms of contaminant per liter of water and is roughly equivalent to
parts per billion.

RECOMMENDATION: The detected contaminant did not exceed the applicable water standard. Therefore, no
restrictions on the use of this water are recommended at this time.

David Lilley, Environmental Toxicologist
Division of Waste Management, NCDEQ