WA-220_6221_CA_MRP_20230615

ENVIRONMENTAL | CIVIL | GEOTECHNICAL

MONITORING REPORT BERRY BROTHERS 600 NC HIGHWAY 343 SOUTH CAMDEN, CAMDEN COUNTY, NC NCDEQ INCIDENT NO. 6221 RISK CLASSIFICATION: H0205D

JUNE 15, 2023
NCDEQ CONTRACT NO. N122019D TASK AUTHORIZATION NO. 03 CATLIN PROJECT NO. 221036
PREPARED FOR:
MR. HASSAN OSMAN NCDEQ, DWM, UST SECTION 1646 MAIL SERVICE CENTER RALEIGH, NC 27699-1646
PREPARED BY: CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD
WILMINGTON, NC 28405 [phone]
CORPORATE LICENSURE NO. FOR ENGINEERING SERVICES C-0585
CORPORATE LICENSURE NO. FOR GEOLOGY SERVICES C-118

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023
TABLE OF CONTENTS
PAGE
1.0 SITE INFORMATION 1
2.0 EXECUTIVE SUMMARY 2
3.0 SCOPE OF SERVICES 2
4.0 SITE HISTORY AND CHARACTERIZATION 3
4.1 UST OWNER AND OPERATOR INFORMATION 3 4.2 UST INFORMATION 3 4.3 CONTAMINANT SOURCE INVENTORY 3 4.4 SITE CHARACTERISTICS 4 4.5 OWNERS AND OCCUPANTS OF ADJOINING/NEARBY PROPERTIES AND LAND USE 4 4.6 RECEPTOR INFORMATION 4 4.7 PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIVITIES 4
5.0 REGIONAL AND SITE GEOLOGY AND HYDROGEOLOGY 6
5.1 SOIL AND BEDROCK 6
5.2 HYDROGEOLOGY 7
6.0 SITE ASSESSMENT INFORMATION 7
6.1 GAUGING DATA 7 6.2 SAMPLING DATA 8 6.3 SUMMARY OF GROUNDWATER INFORMATION 9 6.4 EVALUATION OF ASSESSMENT INFORMATION 10
7.0 CONCLUSIONS AND RECOMMENDATIONS 11
8.0 LIMITATIONS 11
9.0 STATEMENTS AND CERTIFICATION 12
10.0 REFERENCES 12

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023
TABLES
TABLE 1 SITE HISTORY – UST AND OTHER RELEASE INFORMATION
TABLE 2 PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
TABLE 3 WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
TABLE 4 SUMMARY OF GROUNDWATER LABORATORY RESULTS – STANDARD METHOD 6200B
TABLE 5 SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS – STANDARD METHOD 6200B
FIGURES FIGURE 1 SITE VICINITY MAP
FIGURE 2 POTENTIAL RECEPTOR MAP
FIGURE 3 SITE MAP
FIGURE 4 GROUNDWATER ELEVATION – MAY 18, 2023
FIGURE 5 MONITORING WELL GROUNDWATER SAMPLE ANALYTICAL RESULTS – MAY 18, 2023
FIGURE 6 ESTIMATED HORIZONTAL EXTENT OF BENZENE – MAY 18, 2023

APPENDICES
APPENDIX A HISTORICAL DATA
APPENDIX B SITE PHOTOGRAPHS
APPENDIX C JOB HAZARD ANALYSIS AND FIELD DATA SHEETS
APPENDIX D LABORATORY ANALYTICAL REPORT AND CHAIN OF CUSTODY DOCUMENT

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 1 June 2023
1.0 SITE INFORMATION
Site Identification
Date: 06/15/2023 Site Risk/Priority Rank: H0205D
UST Number: WA-220 Incident Number: 6221
Site Name: Berry Brothers Facility ID: Unknown
Site Location: 600 NC Highway 343 South
Nearest City/Town: Camden County: Camden
Description of Geographical Data Point: Former UST basin
Location Method: Google Earth
Latitude (decimal degrees): 36.30330° Longitude (decimal degrees): -76.11821°
Contacts Information
UST Owner: William Arthur Stevens
Address: 302 Planters Run, Elizabeth City, NC 27909 Phone: [phone]
UST Operator: William Arthur Stevens
Address: 302 Planters Run, Elizabeth City, NC 27909 Phone: [phone]
Property Owner: William Arthur Stevens
Address: 302 Planters Run, Elizabeth City, NC 27909 Phone: [phone]
Property Occupant: Vacant
Address: 600 NC Highway 343 South Phone: Not Applicable
Consultant: CATLIN Engineers and Scientists
Address: 220 Old Dairy Rd., Wilmington, NC 28405 Phone: [phone]
Corporate Licensure No. For Engineering Services: C-0585
Corporate Geology License No.: C-118
Analytical Laboratory: Con-Test Analytical Laboratory State Certification: NC 652, NC-DW 25703
Address: 39 Spruce St., E. Longmeadow, MA 01028 Phone: [phone]
Release Information
Date Discovered: 08/27/1990
Estimated Quantity of Release: Unknown
Cause of Release: Leak in the UST system
Source of Release: UST system or associated fitting(s)
Sizes and contents of UST system(s) from which the release occurred:
• One 550-gallon gasoline UST
• Three 550-gallon USTs
• Three 1,000-gallon gasoline USTs

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2.0 EXECUTIVE SUMMARY
The Former Berry Brothers (aka Berry Brothers) site is located at 600 NC Highway
343 South, Camden, Camden County, North Carolina. Seven underground storage
tanks (USTs) were previously operated at the site. Two 550-gallon USTs were removed from the site in March 2005. Previously, two 550-gallon USTs and three 1,000-gallon USTs were removed in May 1994. A petroleum release was discovered in September 1990, when a nearby property owner reported a petroleum taste and
odor in water from their supply well.
The purpose of this report is to document the latest groundwater sampling event. On May 18, 2023, CATLIN Engineers and Scientists (CATLIN) personnel measured groundwater at approximately 4.3 feet deep across the site. Groundwater samples
from 13 monitoring wells were collected, including two aggressive fluid vapor
recovery (AFVR) wells. The samples were submitted for laboratory analysis of volatile organic compounds (VOCs) per Standard Method (SM) 6200B plus ethylene dibromide (EDB), methyl tert-butyl ether (MTBE), and diisopropyl ether (DIPE).
Laboratory results did not indicate any dissolved petroleum constituents above their
respective laboratory reporting limits in the samples from MW-1, MW-5, MW-7 through MW-12, and DW-1. Several VOCs were detected in the MW-2, MW-6, AFVR-1, and AFVR-2 samples at concentrations greater than those established in Title 15A of the North Carolina Administrative Code, Subchapter 2L, Section .0202
Groundwater Quality Standards (2L GWQS), but below the Gross Contaminant
Levels (GCL). The groundwater samples collected during this event from wells AFVR-1 and AFVR-2 contained contaminant concentrations higher than those detected during
the previous monitoring event (October 2022), while those in MW-2 and MW-6 have fluctuated. CATLIN recommends sampling monitoring wells MW-2, MW-6, AFVR-1, and AFVR-2.
3.0 SCOPE OF SERVICES The scope of services for this report was performed in general accordance with CATLIN proposal number 221036.3P, dated April 10, 2023. Services were
authorized by the North Carolina Department of Environmental Quality’s (NCDEQ’s) Task Authorization (TA) #03, accepted on April 19, 2023, and Contract Number N122019D. The approved scope of services for this Task Authorization included:
• Collect groundwater samples from 13 monitoring wells (AFVR-1, AFVR-2, DW-1, MW-1, MW-2, MW-5, MW-6, MW-7, MW-8, MW-9, MW-10, MW-11, and MW-12);

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• Analyze 14 water samples (13 monitoring well samples and one trip blank) according to SM 6200B (including EDB, MTBE, and DIPE); and,
• Prepare and submit a monitoring report summarizing the findings. The scope of services was conducted in general accordance with the approved TA. 4.0 SITE HISTORY AND CHARACTERIZATION The Berry Brothers site is located at 600 NC Highway 343 South, Camden, Camden County, North Carolina (Figures 1 and 2). Summarized available historical sampling and gauging data from previous consultants are provided in Appendix A. Site
photographs are presented in Appendix B. 4.1 UST OWNER AND OPERATOR INFORMATION William Arthur Stevens owned the seven USTs historically operated on-site.
The former Berry Brothers property once operated as Cox Grocery, which utilized the tanks for retail petroleum sales. The site was recommended for the Federal Trust Fund Program in 1990 (NCDENR, 1990). By 2010, the site had been moved to the North Carolina UST Section Trust Fund Branch State Lead Program.
Available information regarding UST owners/operators is presented on Table 1. 4.2 UST INFORMATION
Seven USTs were previously operated on-site. Two 550-gallon USTs (unknown contents) and three 1,000-gallon gasoline USTs were removed in May 1994. Two additional 550-gallon USTs, one gasoline tank and one tank with unknown contents, were removed from the site in March 2005. The
installation and operation dates of the tanks are unknown (ECS, 2020). Available UST system information is presented in Table 1 and the approximate former UST system locations are illustrated on Figure 3. 4.3 CONTAMINANT SOURCE INVENTORY An on-site release was discovered in 1990 when a nearby property owner reported a petroleum taste and odor in water from their supply well. Laboratory analysis of soil samples taken during UST closure activities in
May 1994 confirmed petroleum impacts at the site (CATLIN, 1994; ECS, 2020).

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CATLIN Project No. 221036 4 June 2023
4.4 SITE CHARACTERISTICS The property is owned by William Arthur Stevens and the former store
building has been demolished. The parcel is now a vacant lot, mostly
covered with grass. Site photographs are included in Appendix B. 4.5 OWNERS AND OCCUPANTS OF ADJOINING/NEARBY PROPERTIES AND LAND USE

Properties in the site vicinity are mostly residences and agricultural land. Residences with inactive non-potable water supply wells adjoin the property to the northwest and southeast. Another residence is located across the road (NC Highway 343) to the southwest. Agricultural land adjoins the property
along the northeast boundary.
4.6 RECEPTOR INFORMATION Conducting a receptor survey was outside the scope of this monitoring event.
A review of historical files available on the NCDEQ Waste Management
Online Database (aka Laserfiche) indicates that the last receptor survey for the Berry Brothers site was conducted in 2015 by ECS Carolinas, LLP (ECS) (aka ECS Southeast, LLP).
According to previous reports, municipal water is available to the site vicinity.
Seven water supply wells have been identified within 1,500 feet of the source area. Six inactive water supply wells are located within 1,000 feet of the site; five of which are within 500 feet. One active potable water supply well (WSW-5) is located approximately 1,100 feet from the release.
The Areneuse Creek, a tributary of the Pasquotank River, is located approximately 1,300 feet south of the site. The creek is classified as a Class C; Swamp Waters (Sw) surface water body. The Pasquotank River is classified as a Class SB (primary contact recreation, tidal salt water) water
body. Potential receptors are illustrated on Figure 2 and receptor information obtained from ECS (2015) is shown on Table 2.
4.7 PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIVITIES The release was initially discovered in September 1990 when a nearby property owner reported a petroleum odor and taste in water from their potable water supply well (ECS, 2020).
In May 1994, CATLIN (dba Richard Catlin & Associates, Inc.) removed three 1,000-gallon gasoline USTs and two 550-gallon USTs with unknown contents. Following UST removal, approximately 241 tons of petroleum

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impacted soil were removed from the site. Soil samples collected from the base of the excavation confirmed petroleum impact (CATLIN, 1994).
Three groundwater monitoring wells (MW-1 through MW-3) were installed by
Front Royal Environmental Services, Inc. (FRES) in 1994. Laboratory analysis detected benzene at a concentration exceeding its GCL in the MW-2 sample. FRES installed seven additional monitoring wells (MW-4 through MW-10) in 1995 and performed a groundwater monitoring event. During this
event, light nonaqueous phase liquid (LNAPL; aka free-phase product) was
observed in MW-2. FRES subsequently installed two wells (AFVR-1 and AFVR-2) for remediation purposes (FRES, 1995). In 1997, FRES conducted a receptor survey and identified eight water supply
wells in the site vicinity. Targeted analytes were detected in samples from
two of the water supply wells (ECS, 2020). Between July 1997 and November 1998, AFVR events were conducted by FRES and Triangle Environmental, Inc. (Triangle). Approximately 4.55
gallons of LNAPL and 59,005 gallons of petroleum-impacted groundwater
were removed over the course of three events. Except for lead, the water supply wells sampled in the site vicinity were clear of targeted analytes in 1999 (Triangle, 1999).
Groundwater Management Associates, Inc. (GMA). conducted a geophysical
survey in January 2005 and located two previously unidentified USTs: one 550-gallon gasoline UST and one 550-gallon UST with unknown contents. The USTs were removed in March 2005. During excavation, 32 tons of gasoline-contaminated soil were removed from the site. Laboratory analysis
of soil samples taken from the UST basin detected total petroleum
hydrocarbons (TPH) gasoline range organics (GRO) and diesel range organics (DRO) above State Action Levels (GMA, 2005). From April 2010 to May 2012, Progress Environmental, Inc. (Progress)
conducted monitoring and remediation services at the site. These included MMPE events, groundwater sampling, receptor surveys, and well boom installation (ECS, 2020). During the May 2012 monitoring event, LNAPL was observed in monitoring
well AFVR-2. Groundwater sample results from monitoring wells AFVR-1, MW-2, and MW-6 reported multiple constituents above their respective 2L GWQS, but below their GCL (ECS, 2020). ECS conducted multiple monitoring events and various remediation activities
from January 2015 to March 2019. In January 2015, LNAPL was observed in deep monitoring well DW-1. Laboratory analytical results from this monitoring event reported benzene at concentrations exceeding 2L GWQS and GCL in the samples collected from AFVR-1 and MW-2; in monitoring well MW-6, benzene exceeded 2L GWQS, but was below GCL. In February 2018,

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benzene was reported above its GCL in monitoring wells AFVR-1, AFVR-2, and MW-2; O-SOX remediation devices were subsequently installed in these wells. ECS contracted with Zebra Environmental and Industrial Services
(Zebra) to conduct an AFVR event in October 2018. Approximately 3,683
gallons of total liquid were removed from the monitoring wells. ECS later deployed Enviro-bac in AFVR-1, AFVR-2, and MW-2. In January 2019, laboratory analysis revealed benzene at concentrations above its GCL in monitoring wells AFVR-1 and AFVR-2 (ECS, 2020).

CATLIN conducted a monitoring event in July 2021. Several petroleum constituents above their 2L GWQS were reported in the samples from MW-2, MW-6, AFVR-1, and AFVR-2. In addition, benzene was revealed to be above its GCL in the samples from AFVR-1 and AFVR-2. However, the contaminant
concentrations in MW-2, AFVR-1, and AFVR-2 samples had generally
decreased since the 2019 event (CATLIN, 2021). In September 2022, CATLIN contracted with Eastern Environmental Management, LLC (EEM) to conduct a mobile multi-phase extraction
(MMPE) event. Prior to the MMPE, 1.23 feet of LNAPL was gauged in AFVR-
2. LNAPL had not been encountered at the site since 2015. A total of 15,598 gallons of impacted groundwater were removed and 57.13 equivalent gallons of petroleum vapors were emitted. Approximately one month after the event (October 2022), no LNAPL was measured. Groundwater sampling analytical
results revealed benzene concentrations below GCL. Contaminant
concentrations above 2L GWQS persisted in MW-2, MW-6, AFVR-1, and AFVR-2, but they had decreased since the July 2021 sampling event (CATLIN, 2022).
Summarized historical data prepared by ECS (2020) are presented in
Appendix A. 5.0 REGIONAL AND SITE GEOLOGY AND HYDROGEOLOGY
5.1 SOIL AND BEDROCK
As defined in the Geologic Map of North Carolina, published by the North Carolina Department of Natural Resources and Community Development (1985), the site lies within the Coastal Plain physiographic province.
The North Carolina Coastal Plain is approximately 90 to 150 miles wide from the Atlantic Ocean westward to its boundary with the Piedmont province.
Two natural subdivisions of the Coastal Plain were described by Stuckey (1965) (as cited in Winner and Coble, 1989): the Tidewater region and the Inner Coastal Plain. The project area is located within the Tidewater, which is an area of constructional topography (Horton and Zullo, 1991).

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The Coastal Plain comprises a wedge-shaped sequence of stratified marine and non-marine sedimentary rocks deposited on crystalline basement. The sedimentary sequences range in age from Recent to lower Cretaceous
(Narkunas, 1980).
The site is underlain by surficial deposits. According to the 1985 Geologic Map of North Carolina, sand, clay, gravel, and peat exposed around the site area.

A well construction record provided in GMA (2005) indicates that sand directly underlies the surface of the site to one foot below land surface (BLS). Gray clayey silt and/or micaceous silt was encountered from six to eight feet BLS. Sand was observed up to 60 feet BLS, the grain size increasing with
depth. Pieces of shell and wood were mixed in with the sand beginning at 42
feet BLS. 5.2 HYDROGEOLOGY
Groundwater - The 2020 Visual Hydrogeologic Framework (VHF) – North
Carolina Hydrogeological Database identified sufficient boreholes near the site in order to draw a cross-section. According to the VHF, the surficial aquifer extends to approximately 200 feet BLS before reaching the Yorktown Aquifer confining unit.

Surface Water – The Areneuse Creek, a tributary of the Pasquotank River, is located approximately 1,300 feet south of the site. According to the NC Surface Water Classifications website, the Pasquotank River is classified as Class SB and the Areneuse Creek is classified as Class C;Sw.
6.0 SITE ASSESSMENT INFORMATION CATLIN conducted field activities on May 18, 2023 in general accordance with the approved TA and pre-prepared Health and Safety Plan (HASP). Upon arrival at the
site, potential hazards were evaluated before beginning field work and are documented on an electronic Job Hazard Analysis (JHA) form. The JHA form is included in Appendix C. Photographs from the site visit are presented in Appendix B.
CATLIN personnel gauged and collected groundwater samples for laboratory analysis of VOCs per SM 6200B from 13 monitoring wells (MW-1, MW-2, MW-5 through MW-12, DW-1, AFVR-1, and AFVR-2). Well locations and site features are shown on Figure 3 and well construction details are presented on Table 3.
6.1 GAUGING DATA Historically, depth to water has ranged from 1.09 feet below top of casing (BTOC) (MW-1) to 6.09 feet BTOC (MW-1) in the shallow/Type II wells and

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CATLIN Project No. 221036 8 June 2023
from 2.20 to 6.13 feet BTOC in deep well DW-1. Groundwater flow direction was previously illustrated to the southeast (CATLIN, 2021).
During the May 2023 event, CATLIN personnel measured depth to water
using an electronic water interface probe. To prevent cross contamination, the probe and cabling were decontaminated according to the manufacturer’s recommendations between use in each well. Gauging data were recorded on an electronic groundwater sampling form using a tablet device. Gauging
procedures were performed in general accordance with North Carolina
Department of Environmental and Natural Resources (NCDENR), and NCDEQ Guidelines and Environmental Protection Agency (EPA) Region 4 Operating Procedures.
Depth to water ranged from 3.74 feet BTOC (MW-1) to 4.95 feet BTOC
(AFVR-1) in the shallow/Type II wells and was 4.40 feet BTOC in deep well DW-1. The depths to water measured in monitoring wells MW-1, MW-3, MW-5, MW-6, MW-7, MW-8, MW-9, AFVR-1, and AFVR-2 were above their respective screened intervals. Based on groundwater elevations calculated
for this monitoring period, groundwater flow direction is towards the
southeast. Monitoring well gauging results for events conducted by CATLIN are presented in Table 3. Groundwater elevation is illustrated on Figure 4 and
groundwater sampling forms are provided in Appendix C. 6.2 SAMPLING DATA Following gauging, the monitoring wells were sampled in general accordance
with NCDENR and NCDEQ Guidelines and EPA Region 4 Operating
Procedures. Prior to obtaining representative groundwater samples, each monitoring well was purged by removing a minimum of three well volumes using a new, disposable bailer. Monitoring well groundwater field parameter data were measured at one-minute intervals using an In-Situ Aqua TROLL
600 Multiparameter Sonde (Aqua TROLL). Conductivity, pH, oxidation
reduction potential (ORP), dissolved oxygen, and temperature measurements were recorded utilizing the VuSitu mobile application (version 1.17.12). Groundwater parameter data were transferred from the VuSitu mobile application to the electronic groundwater sampling forms. Copies of
the groundwater sampling forms are available in Appendix C. After a minimum of three well volumes were removed (or the well was bailed dry), a groundwater sample was collected from the well and poured into appropriate, laboratory-provided glassware, labeled, and placed on ice in an
insulated cooler. A laboratory-provided trip blank was maintained in the cooler for the duration of the event. The groundwater samples and laboratory-provided trip blank were submitted to Con-Test Analytical Laboratory (Certification NC 652 and NC-DW 25703)

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in East Longmeadow, Massachusetts, under proper chain of custody (COC) protocol and analyzed per SM 6200B (including EDB, MTBE, and DIPE). The laboratory analytical data and COC are included in Appendix D.
6.3 SUMMARY OF GROUNDWATER INFORMATION Historically, samples from monitoring wells AFVR-1, AFVR-2, and MW-2 have contained the highest petroleum constituent concentrations. LNAPL
was previously observed in AFVR-2 (1.23 feet thick) in September 2022.
During the previous sampling event conducted by CATLIN in October 2022, samples from MW-2, MW-6, AFVR-1, and AFVR-2 contained multiple petroleum constituents at concentrations above the 2L GWQS. Benzene was
previously reported at concentrations above its GCL in the samples from
AFVR-1 and AFVR-2 (July 2021) but was revealed to be below GCL during the following sampling event (September 2022). Historical information prepared by other consultants is included in Appendix A.
The latest groundwater sampling laboratory results for SM 6200B analysis
are summarized on Table 4. Historical results for events conducted by CATLIN are in Table 5. Monitoring well sample analytical results are illustrated on Figure 5. A copy of the complete laboratory report and COC documentation are in Appendix D.

Monitoring Wells During the May 2023 monitoring event, 13 monitoring well groundwater samples (MW-1, MW-2, MW-5 through MW-12, DW-1, AFVR-1, and AFVR-2)
were collected and submitted for analysis via SM 6200B (including EDB,
MTBE, and DIPE). Laboratory analysis did not detect any constituents above their respective reporting limits in the samples from MW-1, MW-5, MW-7 through MW-12, and DW-1. No analyte concentrations were detected above GCL in any of the monitoring well samples. Analytical results reported the
following constituents at concentrations above their 2L GWQS in samples
MW-2, MW-6, AFVR-1, and AFVR-2:
• MW-2: benzene, ethylbenzene, isopropylbenzene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-
trimethylbenzene, and total xylenes;
• MW-6: benzene and naphthalene;
• AFVR-1: benzene, ethylbenzene, isopropylbenzene, MTBE,
naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, and
total xylenes; and
• AFVR-2: benzene, ethylbenzene, isopropylbenzene, MTBE, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylebenzene,
1,3,5-trimethylbenzene, and total xylenes.

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Trip Blank One laboratory-provided trip blank sample was submitted for analysis per SM
6200B (including EDB, MTBE, and DIPE). Estimated concentrations (“J”-
values) of acetone, chloroform, and methylene chloride were detected in the trip blank, but they were all well below their respective 2L GWQS. No other targeted analytes were detected.
6.4 EVALUATION OF ASSESSMENT INFORMATION

Extent of Contamination Several petroleum constituents were detected above their respective
2L GWQS in samples from MW-2, MW-6, AFVR-1, and AFVR-2. However,
none were above their respective GCL. A summary of monitoring well groundwater sample analytical results are illustrated on Figure 5. The estimated horizontal extent of benzene is illustrated on Figure 6.
The highest concentrations of benzene, toluene, ethylbenzene, and total
xylenes (BTEX) have historically been reported in samples from MW-2, AFVR-1, and AFVR-2. The BTEX concentrations in AFVR-1 and AFVR-2 have increased since the previous sampling event (October 2022), while those in MW-2 and MW-6 have fluctuated.

Cleanup Levels Achieved
Soil – To date, approximately 273 tons of impacted soil have been removed from the site. Soil samples obtained from the bottom of the UST basins
during both excavations (1994 and 2005) revealed TPH GRO and DRO concentrations above State Action Levels.
Groundwater – Groundwater contaminant concentrations are above 2L GWQS, but below GCL at the site. If groundwater concentrations remain
below GCL, the incident may be closed with a Notice of Residual Petroleum (NRP) for groundwater.
LNAPL – LNAPL was not measured during this monitoring period. LNAPL has not been noted following the September 2022 MMPE event.

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7.0 CONCLUSIONS AND RECOMMENDATIONS Conclusions

Groundwater monitoring findings for this period are summarized below:
• Samples were collected from 13 monitoring wells (MW-1, MW-2, MW-5 through MW-12, DW-1, AFVR-1, and AFVR-2) and analyzed per SM 6200B
(including EDB, MTBE, and DIPE).
• No analyzed compound concentrations were detected above the laboratory reporting limits in the samples from MW-1, MW-5, MW-7 through MW-12, and DW-1.
• Several petroleum constituents above their 2L GWQS were reported in the samples from MW-2, MW-6, AFVR-1, and AFVR-2.
• No targeted analytes were reported above GCL.
• The BTEX concentrations in samples from AFVR-1 and AFVR-2 have generally increased since the previous sampling event in October 2022 while those in MW-2 and MW-6 have fluctuated.

Recommendations
CATLIN recommends sampling monitoring wells MW-2, MW-6, AFVR-1, and AFVR-2. 8.0 LIMITATIONS The groundwater samples analyzed as part of this investigation only provide isolated data points and may not represent conditions at every location in the project area. Analyses and conclusions of this report, being based on interpolation between data
points at the project area, may not be completely representative of all site conditions. Conclusions and recommendations of this investigation and report are based on the best available data in an effort to comply with current regulatory requirements.
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9.0 STATEMENTS AND CERTIFICATION
1 Enter the date the monitoring report was due. June 16, 2023
Will this report be submitted after the established due date? NO
2 Was any required information from the above template missing from this report? YES
No cross sections are provided. Adequate subsurface information is not available.
3 If applicable, will any of the proposed attenuation milestones under the schedule approved in the Corrective Action Plan not be met? NA
No CAP has been submitted for this site.
4 Does any known or suspected source zone soil contamination or free product remain outside of the assessed area that could be inhibiting natural attenuation? NO
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a potential new release from a separate onsite or offsite source? NO
6 Certification:
I, Benjamin J. Ashba, a Licensed Geologist for CATLIN Engineers and Scientists, do certify that the information contained in this report is correct and accurate to the best of my knowledge.
CATLIN Engineers and Scientists is licensed to practice geology in North Carolina. The certification number of the company or corporation is C-118.
10.0 REFERENCES
CATLIN Engineers and Scientists (dba Richard Catlin & Associates, Inc.), Underground Storage Tank Closure Report, Berry Brothers, Camden, North
Carolina, Federal Trust Fund No. 6221, RC&A Project No. 93153-J, June 21, 1994.
CATLIN Engineers and Scientists, Monitoring Report, Berry Brothers, 600 NC
Highway 343 South, Camden, Camden County, North Carolina, NCDEQ Incident No. 3221, Risk Classification: H0205D, August 20, 2021.
CATLIN Engineers and Scientists, Monitoring Report, Berry Brothers, 600 NC
Highway 343 South, Camden, Camden County, NC, NCDEQ Incident No.
3221, Risk Classification: H0205D, November 30, 2022.

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ECS Southeast, LLP (dba ECS Carolinas, LLP), Updated Receptor Survey –
Former Berry Brothers, 600 North Carolina Highway 343 South, Camden, Camden County, North Carolina, NCDEQ Incident: TF-6621, NCDEQ
Contract: N14007i-C, ECS Project: 06:22234-A, October 29, 2015.
ECS Southeast, LLP, Groundwater Monitoring Report – Former Berry Brothers, 600
North Carolina Highway 343 South, Camden, Camden County, North
Carolina, NCDEQ Incident No. TF-6221, NCDEQ Contract No. N17006, ECS Project No. 49:6102-E, March 11, 2020.
Front Royal Environmental Services, Inc., Ground Water Investigation Results,
Berry Brothers Site, NC Highway 343 South, Camden, North Carolina,
Contract No. J-5005, Groundwater Incident No. 6221, Front Royal Project
No. 011-94-028. March 7, 1995.
Groundwater Management Associates, Inc., Groundwater Assessment Report,
Berry Brothers Site, 600 Highway 343, Camden, Camden County, Trust Fund
Site TF-6221, March 24, 2005.
Horton, J. Wright, Jr. and Victor A. Zullo, An Introduction to the Geology of the
Carolinas: The Geology of the Carolinas, pp 1-11.
Narkunas, J., Groundwater Evaluation in the Central Coastal Plain of North
Carolina, North Carolina Department of Natural Resources and Community
Development, 1980, pp 119.
NCDENR, UST Section, North Carolina Department of Environment and Natural Resources, Division of Waste Management, Guidelines for Sampling, December 1, 2013.
NCDENR, UST Section, North Carolina Department of Environment and Natural Resources, Division of Waste Management, North Carolina Leaking
Underground Storage Tank Trust Fund Recommendation, October 1, 1990.
NCDEQ, Division of Water Resources, 2020 Visual Hydrogeologic Framework, North Carolina Hydrogeological Database, ncwater.org/?page=350,
accessed August 12, 2021.
NCDEQ, UST Section, North Carolina Department of Environmental Quality, Division of Waste Management, Corrective Action Guidelines, January 19, 2021.
NCDEQ, UST Section, North Carolina Department of Environmental Quality,
Division of Waste Management, Guidelines for Site Checks, Tank Closure,
and Initial Response and Abatement, January 19, 2021.
North Carolina Department of Natural Resources and Community Development,
Geological Map of North Carolina, 1985.
Triangle Environmental, Inc., Letter Report/Transmittal, AFVR/Ground Water
Sampling Results, Berry Brothers, NC Highway 343 South, Camden, North
Carolina, Contract No. EW-8027, Incident No. 6221, Triangle Environmental
Inc. Project No. 01-805-1509, March 2, 1999.

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 14 June 2023
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure – Field Equipment Cleaning and Decontamination at the FEC, Striggow, B., U.S.
EPA Report No. SESDPROC-206-R3, Effective Date December 18, 2015.
U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure – Groundwater Level and Well Depth
Measurement, Striggow, B., U.S. EPA Report No. SESDPROC-105-R3, Effective Date November 3, 2016.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure –
Groundwater Sampling, Striggow, B., U.S. EPA Report No. SESDPROC-301-R4, Effective Date April 26, 2017.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and
Ecosystem Support Division, Athens Georgia, Operating Procedure – In Situ
Water Quality Monitoring, Chief, Field Services Branch, U.S. EPA Report No. SESDPROC-111-R4, Effective Date March 14, 2018.
Winner, M.D, Jr., and Coble, R.W., Hydrogeologic Framework of the North Carolina Coastal Plain Aquifer System: U.S. Geological Survey Open File Report 87-
690, 1989, pp 155.

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

TABLES
Page 1 of 1
TABLE 1
SITE HISTORY — UST AND OTHER RELEASE INFORMATION
Incident Name and No.: Berry Brothers - 6221
UST ID
Number
Name of
Owner/
Operator
Dates of
Ownership
Dates of
Operation
Last
Contents
Previous
Contents
Capacity
(gal)
Construction
Details
Tank
Dimensions
(inches)
Installation
Date
Date
Removed
(mm/dd/yy)
1 Unknown Unknown Gasoline Unknown 550 Unknown 42 x 94 Unknown 03/03/05
2 Unknown Unknown Unknown Unknown 550 Unknown 42 x 94 Unknown 03/03/05
3 Unknown Unknown Unknown Unknown 550 Unknown 42 x 90 Unknown 05/03/94
4 Unknown Unknown Unknown Unknown 550 Unknown 42 x 90 Unknown 05/03/94
5 Unknown Unknown Gasoline Unknown 1,000 Unknown 48 x 126 Unknown 05/03/94
6 Unknown Unknown Gasoline Unknown 1,000 Unknown 48 x 126 Unknown 05/03/94
7 Unknown Unknown Gasoline Unknown 1,000 Unknown 44 x 144 Unknown 05/03/94
Incident
Number
Material
Released
Date Release
Discovered
(mm/dd/yy)
6221 Petroleum 09/27/90
Information obtained from CATLIN (1994) and ECS (2020).
gal = gallons
Description of the Release
Nearby property owner reported petroleum taste and odor from their water supply well.
Later analysis on soil samples collected during UST excavation revealed petroleum impact.
William Arthur
Stevens
NCDEQ; 6221_Berry Brothers; T1_Site History
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Page 1 of 1
TABLE 2
Incident Name and No.: Berry Brothers - 6221
Water
Supply
Well ID
Well Owner Well Owner Address Well Address Well Use Well Depth
(ft. BLS)
Type of
Well
Approximate
Distance from
Source Area of
Release
WSW-1 Doris Norman PO Box 404
Camden, NC 27921
594 Hwy. 343
Camden, NC 27921
Inactive/Municipal
Water Unknown Drilled 300 ft. Northwest
WSW-2 Steve & Bonnie Cyr 604 Hwy. 343 South
Camden, NC 27921
604 Hwy. 343 South
Camden, NC 27921
Vacant/Abandoned
House Unknown Drilled 350 ft. Southeast
WSW-3 Lois F. McLawhorn 107 Palmer Rd.
Camden, NC 27921
107 Palmer Rd.
Camden, NC 27921
Inactive/Municipal
Water Unknown Drilled 450 ft. East-
Southeast
WSW-5 Claude D. & Linda B.
Godfrey
180 South Mill Dam Rd.
Camden, NC 27921
180 South Mill Dam Rd.
Camden, NC 27921 Active/Potable Unknown Drilled 1,100 ft. West-
Northwest
WSW-7 Vivian Mercer PO Box 391
Moyock, NC 27958
119 Palmer Rd.
Camden, NC 27921
Vacant/Abandoned
House Unknown Drilled 650 ft. West
WSW-606
NC Hwy 343
Larry Toxey &
Cynthia A.
McPherson
PO Box 274
Camden, NC 27921
606 Hwy. 343 South
Camden, NC 27921
Inactive/Municipal
Water Unknown Drilled 450 ft. Southeast
WSW-9 Ross & Joretta Wilson 610 Hwy. 343 South
Camden, NC 27921
610 Hwy. 343
Camden, NC 27921
Inactive/Municipal
Water Unknown Drilled 380 ft. South-
Southeast
Receptor
ID Location Contact
Approximate Distance
from
Source Area of Release
Areneuse
Creek Southeast of Site —1,300 ft. South
Information obtained from ECS (2020).
ft. BLS = feet Below Land Surface
Description
Tributary of the Pasquotank River
PUBLIC AND PRIVATE WATER SUPPLY WELLS WITH OTHER RECEPTOR INFORMATION
NCDEQ; 6221_Berry Brothers; T2_Receptor Info
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Page 1 of 2
TABLE 3
WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
Incident Name and No.: Berry Brothers - 6221
Well ID
Date
Installed
(mm/dd/yy)*
Date Water
Level
Measured
(mm/dd/yy)
Well
Diameter
(inches)
Well
Casing
Depth
(ft. BLS)*
Screened
Interval
(x to y ft.
BLS)*
Bottom of
Well
(ft. BLS)*
Measured
Total
Depth
(ft. BLS)
Top of
Casing
Elevation*
(ft.)
Free-Phase
Product
Thickness
(ft.)**
Depth to
Groundwater
from Top of
Casing (ft.)
Groundwater
Elevation (ft.)Comments
07/14/21 —NMT 1.09 98.91 Ɨ
10/19/22 —NMT 6.09 93.91
05/18/23 10.0 NMT 3.74 96.26 Ɨ
07/14/21 —NMT 5.11 94.86
10/19/22 —NMT 5.49 94.48
05/18/23 9.0 NMT 4.06 95.91
MW-3 11/14/94 05/18/23 2.0 4.5 4.5-9.5 9.5 9.25 99.87 NMT 3.15 96.72 Ɨ
07/14/21 —NMT 4.79 95.29 Ɨ
10/19/22 —NMT 5.74 94.34
05/18/23 10.0 NMT 4.30 95.78 Ɨ
07/14/21 —NMT 4.57 95.45 Ɨ
10/19/22 —NMT 5.53 94.49
05/18/23 10.0 NMT 4.19 95.83 Ɨ
07/14/21 —NMT 4.87 95.45 Ɨ
10/19/22 —NMT 5.84 94.48
05/18/23 10.0 NMT 4.45 95.87 Ɨ
07/14/21 —NMT 4.89 95.36 Ɨ
10/19/22 —NMT 5.29 94.96
05/18/23 10.0 NMT 4.42 95.83 Ɨ
07/14/21 —NMT 5.08 95.32
10/19/22 —NMT 2.40 98.00 Ɨ
05/18/23 10.0 NMT 4.52 95.88 Ɨ
07/14/21 —NMT 4.74 NM
10/19/22 —NMT 5.66 NM
05/18/23 9.36 NMT 4.11 NM
03/06/97
03/06/97
03/06/97
2.0 NM
100.402.0
2.0
Unknown ?-9.4 9.4
5.0 5.0-10.0 10.0 100.25
10.05.0-10.05.0
2.0 5.0 5.0-10.0 10.0 100.02
100.3210.05.0-10.05.02.0
03/06/97
100.0010.05.0-10.05.02.0
2.0 4.0 4.0-9.0 9.0 99.97
100.0810.05.0-10.05.02.0
11/14/94
11/14/94
MW-10
MW-9
MW-8
MW-7
MW-6
MW-5
MW-2
MW-1
Unknown
03/06/97
NCDEQ; 6221_Berry Brothers; T3_Well Construction & Gauging
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Page 2 of 2
TABLE 3
WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
Incident Name and No.: Berry Brothers - 6221
Well ID
Date
Installed
(mm/dd/yy)*
Date Water
Level
Measured
(mm/dd/yy)
Well
Diameter
(inches)
Well
Casing
Depth
(ft. BLS)*
Screened
Interval
(x to y ft.
BLS)*
Bottom of
Well
(ft. BLS)*
Measured
Total
Depth
(ft. BLS)
Top of
Casing
Elevation*
(ft.)
Free-Phase
Product
Thickness
(ft.)**
Depth to
Groundwater
from Top of
Casing (ft.)
Groundwater
Elevation (ft.)Comments
07/14/21 —NMT 4.74 NM
10/19/22 —NMT 5.33 NM
05/18/23 15.0 NMT 4.15 NM
07/14/21 —NMT 4.99 NM
10/19/22 —NMT 5.48 NM
05/18/23 15.0 NMT 4.32 NM
07/14/21 —NMT 5.23 94.05
10/19/22 —NMT 6.13 93.15
05/18/23 59.88 NMT 4.40 94.88
07/14/21 —NMT 5.24 94.07
09/19/22 —NMT 7.77 91.54 Pre-MMPE
09/23/22 —NMT 7.89 91.42 Post-MMPE
10/19/22 —NMT 5.93 93.38
05/18/23 10.0 NMT 4.95 94.36 Ɨ
07/14/21 —NMT 5.18 94.15
09/19/22 —1.23 8.70 91.69 Pre-MMPE
09/23/22 —NMT 7.86 91.47 Post-MMPE
10/19/22 —NMT 5.86 93.47
05/18/23 10.0 NMT 4.44 94.89 Ɨ
NM = Not Measured
NMT = No Measurable Thickness
MMPE = Mobile Multi-Phase Extraction
Ɨ = Water level was measured above the screened interval.
** = if free-phase product is present in a well, ground water elevation should be calculated by : [top of casing elevation - depth to water]+ [free product thickness x
specific gravity of the fuel type]
* = Data for all wells except MW-3 were obtained from ECS (2020). MW-3 data were obtained from GMA (2005).
ft. BLS = feet Below Land Surface
NM
NM
2.0
2.0
Unknown ?-15.0 15.0
15.0?-15.0Unknown
MW-12
MW-11
Unknown
Unknown
99.3310.05.0-10.05.02.0
2.0 5.0 5.0-10.0 10.0 99.31
99.2859.9?-59.9Unknown2.0
07/07/97
07/07/97
Unknown
AFVR-2
AFVR-1
DW-1
NCDEQ; 6221_Berry Brothers; T3_Well Construction & Gauging
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Page 1 of 1
TABLE 4
SUMMARY OF GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Berry Brothers - 6221
Date
Collected
(mm/dd/yy)
05/18/23 4.6 J <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.26 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 350 J 1,600 240 J 48 J <13 <14 <20 2,100 86 16 J <17 <18 ƚ 720 180 8,800 2,500 540 12,600 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.23 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 2.9 J 46 <1.7 0.47 J <0.13 <0.14 0.28 J 36 1.8 <0.13 0.67 0.35 J 8.7 3.5 2.0 <0.20 <0.15 5.85 BMDL
05/18/23 4.6 J <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.24 J <0.38 <0.12 0.30 J <0.20 <0.15 <0.73 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.32 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 5.4 J <0.18 <1.7 <0.15 0.14 J <0.14 <0.20 <0.22 0.16 J <0.13 <0.17 0.26 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 3.2 J <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.23 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 2.0 J <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.21 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 2.1 J <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.28 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 0.32 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
05/18/23 130 J 1,800 130 J 28 16 J <7.0 <10 2,100 94 9.0 J 76 <8.8 ƚ 410 210 3,700 990 250 4,800 BMDL
05/18/23 <800 3,200 <670 <60 <51 <56 <81 ƚ 2,300 120 J <51 ƚ 220 <71 ƚ 960 230 21,000 2,500 640 12,900 BMDL
05/18/23 2.3 J <0.18 <1.7 <0.15 <0.13 0.16 J <0.20 <0.22 <0.15 <0.13 <0.17 0.29 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
All results in micrograms per liter (µg/L).
BMDL = Below Method Detection Limit
Bold results indicate concentrations above 2L GWQS.
< = Less than method detection limit
GCL = Gross Contaminant Level
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
AFVR = Aggressive Fluid Vapor Recovery
ƚ = The method detection limit is above the 2L GWQS.
J = Detected but below the Reporting Limit (lowest calibration standard); result is an estimated concentration (CLP J-Flag).Methyl tert-Butyl Ether (MTBE)2-Butanone (MEK)p-Isopropyltoluene (p-Cymene)Chloroform Well/
Sample ID
Diisopropyl Ether (DIPE)EthylbenzeneIsopropylbenzene (Cumene)Contaminant of
Concern
Acetone Benzene n-Butylbenzenesec-Butylbenzene AFVR-1
MW-1
MW-2
MW-5
MW-6
MW-7
MW-8
MW-9
MW-10
MW-11
MW-12
DW-1
20,000
20
AFVR-2
Trip Blank / TB
GCL (µg/L)
2L GWQS (µg/L)
6,000,000
6,000
5,000
1
5,900
70
8,800
70
70,000
70
70,000
70
80,000
600
30,500
70
4,000,000
4,000
11,700
25
5,000
5Methylene ChlorideVaries
Varies
6,000
6
26,100
70
260,000
600
28,500
400
24,100
400
50,000
500Toluene 1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesAll Other SM 6200B AnalytesNaphthalene n-PropylbenzeneNCDEQ; 6221_Berry Brothers; T4_GW Results
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Page 1 of 1
TABLE 5SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Berry Brothers - 6221
Date
Collected
(mm/dd/yy)
07/14/21 2.6 J <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 5.0 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 4.6 J <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.26 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <240 1,200 BMDL 30 J <10 BMDL 1,500 69 BMDL <17 BMDL 530 170 6,700 1,500 410 8,400 BMDL
10/19/22 <200 3,300 BMDL 32 J 23 J <13 2,000 94 BMDL <17 BMDL 530 220 8,900 2,300 590 11,600 BMDL
05/18/23 350 J 1,600 240 J 48 J <13 <20 2,100 86 16 J <17 <18 ƚ 720 180 8,800 2,500 540 12,600 BMDL
07/14/21 <2.4 <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 3.4 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.23 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <12 170 BMDL 1.9 J <0.50 BMDL 190 9.6 BMDL <0.85 BMDL 34 21 200 65 19 480 BMDL
10/19/22 <2.0 36 BMDL 0.93 0.46 J 0.68 44 2.3 BMDL 2.5 BMDL 9.1 5.3 3.1 <0.20 <0.11 8.5 BMDL
05/18/23 2.9 J 46 <1.7 0.47 J <0.13 0.28 J 36 1.8 <0.13 0.67 0.35 J 8.7 3.5 2.0 <0.20 <0.15 5.85 BMDL
07/14/21 2.4 J <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 3.4 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 0.51 <0.20 <0.11 <0.69 BMDL
05/18/23 4.6 J <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.24 J <0.38 <0.12 0.30 J <0.20 <0.15 <0.73 BMDL
07/14/21 <2.4 <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 23 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.32 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 3.8 J <0.13 BMDL <0.14 0.24 J BMDL <0.090 0.85 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 3.0 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 5.4 J <0.18 <1.7 <0.15 0.14 J <0.20 <0.22 0.16 J <0.13 <0.17 0.26 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 2.6 J <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 3.8 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 3.2 J <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.23 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <2.4 <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 3.2 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 2.0 J <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.21 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <2.4 <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 4.5 J <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 2.1 J <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.28 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <2.4 <0.13 BMDL <0.14 <0.10 BMDL <0.090 <0.10 BMDL <0.17 BMDL <0.15 <0.080 <0.11 <0.10 <0.10 <0.27 BMDL
10/19/22 <2.0 <0.20 BMDL <0.15 <0.11 <0.13 <0.21 <0.11 BMDL <0.17 BMDL <0.24 <0.086 <0.22 <0.20 <0.11 <0.69 BMDL
05/18/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.20 <0.22 <0.15 <0.13 <0.17 0.32 J <0.38 <0.12 <0.22 <0.20 <0.15 <0.73 BMDL
07/14/21 <470 5,100 BMDL <28 <20 BMDL 1,900 78 J BMDL 440 BMDL 410 190 11,000 1,100 310 6,400 BMDL
10/19/22 <100 400 BMDL 14 J 10 J <6.4 710 46 BMDL 16 J BMDL 180 100 2,800 780 240 3,400 BMDL
05/18/23 130 J 1,800 130 J 28 16 J <10 2,100 94 9.0 J 76 <8.8 ƚ 410 210 3,700 990 250 4,800 BMDL
07/14/21 <1,200 8,400 BMDL <70 <50 BMDL 1,800 85 J BMDL <85 ƚ BMDL 720 230 J 28,000 3,300 1,000 17,900 BMDL
10/19/22 <810 2,500 BMDL <61 <44 <51 2,000 110 J BMDL <69 ƚ BMDL 430 250 20,000 2,200 630 12,300 BMDL
05/18/23 <800 3,200 <670 <60 <51 <81 ƚ 2,300 120 J <51 ƚ 220 <71 ƚ 960 230 21,000 2,500 640 12,900 BMDL
All results in micrograms per liter (µg/L).Bold results indicate concentrations above 2L GWQS.< = Less than method detection limit GCL = Gross Contaminant Level
BMDL = Below Method Detection Limit Shaded results indicate concentrations above GCL.AFVR = Aggressive Fluid Vapor Recovery 2L GWQS = NCAC T15A:02L Groundwater Quality Standards
J = Detected but below the Reporting Limit (lowest calibration standard); result is an estimated concentration (CLP J-Flag).ƚ = The method detection limit is above the 2L GWQS.
MW-11
MW-10
MW-9
MW-8
MW-7 1,2,4-TrimethylbenzeneMW-6
MW-5
MW-2
MW-1 2-Butanone (MEK)p-Isopropyltoluene (p-Cymene)Methylene Chloride1,3,5-TrimethylbenzeneTotal XylenesAll Other SM 6200B AnalytesWell/
Sample ID
EthylbenzeneIsopropylbenzene (Cumene)Methyl tert-Butyl Ether (MTBE)Naphthalene n-PropylbenzeneToluene Contaminant of
Concern
Acetone Benzene n-Butylbenzenesec-Butylbenzene Diisopropyl Ether (DIPE)AFVR-2
AFVR-1
DW-1
MW-12
28,500
400
70,000
70
GCL (µg/L)
2L GWQS (µg/L)
6,000,000
6,000
5,000
1
5,900
70
8,800
70
4,000,000
4,000
24,100
400
50,000
500
Varies
Varies
80,000
600
30,500
70
20,000
20
6,000
6
26,100
70
260,000
600
11,700
25
5,000
5
NCDEQ; 6221_Berry Brothers; T5_Historical GW
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

FIGURES
FIGUREPROJECTTITLE
1SITE VICINITY MAP
SITE LOCATION
NC HWY 343
PA L M E R RD
Copyright:© 2013 National Geographic Society, i-cubed
2,000 0 2,000 4,0001,000
Feet
³
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
FIGUREPROJECTTITLE
2POTENTIAL RECEPTOR MAP
!(P
!(W
!(W!(W
!(W
!(W
!(W
SITE LOCATION
1 ,5 0 0 F E ET RADIUS
500F E ET RADIUS
NC HWY 343
P A LM E R R D
WSW-5
WSW-1
WSW-2
WSW-606
WSW-3
WSW-7
WSW-9
ARENEUSECREEK
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
500 0 500 1,000250
Feet
³
NOTE: Well locations were obtained from previous reports prepared by other consultants and are approximate.
LEGEND
!(P Active Potable
Water Supply Well
!(W Inactive/Non-PotableWater Supply Well
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
FIGUREPROJECTTITLE
3SITE MAP
!(W
!>
!>
!>
!>
!>
!>
!>!>
!>
!>
!>
!>!>
!>!(>
NC H
WY 343
P A LM E R R D
MW-10
MW-9
MW-1
MW-8
MW-7
MW-2
MW-5
MW-6
AFVR-2
MW-11
MW-12
DW-1
AFVR-1
FORMER USTs
FORMER DISPENSERAREA
MW-3
MW-4
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
60 0 60 12030
Feet
³
NOTE: Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
Monitoring Well (Type II)!>
LEGEND
Parcel Boundary
!>Destroyed MonitoringWell (Type II)
!(>Monitoring Well
(Deep)
Approximate Location of Former UST System
FIGUREPROJECTTITLE
4GROUNDWATER ELEVATION –MAY 18, 2023
!(P !(W
!(W
!(W
!(W
!(W
!(W
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>!>
!>!(><NC H
WY 343
P A LM E R R D
MW-10**[4.11]
MW-9(95.88)
MW-1(96.26)
MW-8(95.83)
MW-7(95.87)
MW-2(95.91)
MW-5(95.78)
MW-6(95.83)
AFVR-2(94.89)
MW-11**[4.15]
MW-12**[4.32]
DW-1*(94.88)
AFVR-1(94.36)
MW-3(96.72)96.009 5 .7 596.2595.50 9 5 .2 5
95.0096.5094.75
96.00
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
60 0 60 12030
Feet
³
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
Gauged Monitoring Well (Type II)!>
LEGEND
Parcel Boundary
!(>Gauged Monitoring Well (Deep)
Approximate Location of Former UST System
NOTES: 1. Well and tank locations were obtained from previous reportsprepared by other consultants and are approximate.2. The groundwater contour interval is 0.25 feet.3. * = Deep well; elevation not used for contouring purposes.4. ** = Top of Casing elevation unknown
Groundwater Contour
GroundwaterElevation (Feet)(##)
Depth to Groundwater (Feet)[##]
Groundwater Flow Direction
<
FIGUREPROJECTTITLE
5
MONITORING WELLGROUNDWATER SAMPLEANALYTICAL RESULTS –MAY 18, 2023
!(P !(W
!(W
!(W
!(W
!(W
!(W
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>!>
!>!(>
N
C H
W
Y 343
P A L M E R R D
MW-10
MW-9
MW-1
MW-8
MW-7
MW-2
MW-5
MW-6
AFVR-2
MW-11
MW-12
DW-1*
AFVR-1
WSW-2
WSW-606
?
ESTIMATED HORIZONTALEXTENT OF 2L GWQSEXCEEDANCES
MW-3
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
60 0 60 12030
Feet
³
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
Sampled Monitoring Well (Type II)!>
LEGEND
Parcel Boundary
!(>Sampled Monitoring Well (Deep)
Approximate Location of Former UST System
NOTES: 1. Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.2. * = Deep well; analytical results not used for contouring purposes.
!(W Inactive Non-PotableWater Supply Well
Monitoring Well (Type II)!>
Incident Name and No.: Berry Brothers - 6221
DateCollected
05/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 1,600 2,100 86 <17 720 180 8,800 2,500 540 12,60005/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 46 36 1.8 0.67 8.7 3.5 2.0 <0.20 <0.15 5.8505/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 0.30 J <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 0.16 J <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 <0.18 <0.22 <0.15 <0.17 <0.38 <0.12 <0.22 <0.20 <0.15 <0.7305/18/23 1,800 2,100 94 76 410 210 3,700 990 250 4,80005/18/23 3,200 2,300 120 J 220 960 230 21,000 2,500 640 12,900
All results in micrograms per liter (µg/L).Bold results are above 2L GWQS. Refer to Table 4 for all results and notes.
50,0005005,0001Benzene MW-5MW-6
80,000600 30,50070
MW-1MW-2
MW-8MW-9MW-10MW-11MW-12
260,000600
AFVR-2
SUMMARY OF GROUNDWATER LABORATORY RESULTS - STANDARD METHOD 6200B
Total XylenesNaphthalene n-Propylbenzene1,2,4-TrimethylbenzeneToluene 1,3,5-TrimethylbenzeneContaminant of Concern
Well/ SampleID Methyl tert-Butyl Ether (MTBE)MW-7 EthylbenzeneIsopropylbenzene (Cumene)DW-1AFVR-1
24,1004006,0006 26,10070 28,500400GCL (µg/L)2L GWQS (µg/L) 20,000 20
FIGUREPROJECTTITLE
6ESTIMATED HORIZONTALEXTENT OF BENZENE –MAY 18, 2023
!(P !(W
!(W
!(W
!(W
!(W
!(W
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>
!>!>
!>!(>
NC H
WY 343
P A LM E R R D
MW-10(<0.18)
MW-9(<0.18)
MW-1(<0.18)
MW-8(<0.18)
MW-7(<0.18)
MW-2(1,600)
MW-5(<0.18)MW-6(46)
AFVR-2(3,200)
MW-11(<0.18)
MW-12(<0.18)
DW-1*(<0.18)
AFVR-1(1,800)(1,000)(100)(1 )?
MW-3
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
60 0 60 12030
Feet
³
BERRY BROTHERS600 NC HWY 343 SCAMDEN, NC
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY6221221036JUNE 2023 AS SHOWN KMC/BJA
Sampled Monitoring Well (Type II)!>
Parcel Boundary
!(>Sampled Monitoring Well (Deep)
Approximate Location of Former UST System
NOTES: 1. Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.2. * = Deep well; analytical results not used for contouring purposes.3. 2L GWQS for Benzene is 1 μg/L.
Benzene Estimated Isoconcentration
Benzene Concentration (μg/L)(##)
LEGEND
Monitoring Well (Type II)!>

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

APPENDICES

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

APPENDIX A HISTORICAL DATA
Sample ID Sample Date
BenzeneTolueneEthylbenzeneTotal Xylenes2-Butanone (MEK)Acetonen-Butylbenzenesec-Butylbenzene1,2-DichlorobenzeneDiisopropyl etherEthylene DibromideIsopropylbenzene4-IsopropyltolueneMethyl-tert-butyl-etherMethylene ChlorideNaphthalenen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene12/17/2009 11,800 41,900 3,160 15,370 BRL BRL BRL 7.55 BRL BRL BRL 148 BRL 3,730 BRL 327 361 16.6 2,360 604
3/31/2010 5,910 30,300 2,840 14,950 BRL BRL BRL BRL BRL 17.9 BRL 136 25.0 698 BRL 271 348 BRL 3,200 6517/9/2010 4,510 34,500 7,420 27,890 BRL BRL BRL 56.0 BRL BRL BRL 437 94.0 1,290 BRL 2,180 1,090 64.0 8,890 2,18012/3/2010 650 4,700 906 4,690 BRL BRL BRL BRL BRL BRL BRL BRL BRL 146 BRL 553 197 BRL 1,420 3624/7/2011 4,060 25,400 2,440 11,850 BRL BRL BRL BRL BRL 19.0 J BRL 129 BRL 661 BRL 469 346 BRL 2,530 6378/22/2011
4/12/2012 3,850 13,400 1,460 8,620 BRL BRL 72.8 BRL BRL 25.5 BRL 103 BRL 967 BRL 425 317 BRL 1,930 5561/7/2015 6,310 15,700 1,960 7,460 BRL BRL BRL BRL BRL 57.1 BRL 101 BRL 1,660 BRL 492 237 14.4 1,410 348
2/27/2018 15,000 34,000 3,200 14,900 BRL BRL 58 19 J BRL 76 BRL 100 J 20 J 1,200 BRL 520 240 BRL 2,100 51010/25/2018 1,200 3,400 510 2,020 60 J BRL 30 9.0 J BRL BRL BRL 36 4.2 J 78 BRL 180 96 BRL 550 1301/23/2019 7,600 31,000 2,600 11,200 BRL BRL 68 J BRL BRL BRL BRL 100 J BRL 360 BRL 470 280 BRL 1,800 50011/14/2019 8,000 18,000 2,700 11,500 BRL BRL BRL BRL BRL BRL BRL 120 J BRL 360 BRL 2,000 290 BRL 2,000 62012/17/2009
3/31/2010 12,200 48,700 3,840 21,200 BRL BRL BRL BRL BRL BRL BRL 149 BRL 881 BRL 2,010 391 BRL 3,770 9227/9/2010
12/3/2010 4,420 24,600 1,980 12,250 BRL BRL BRL BRL BRL BRL BRL BRL BRL 619 BRL 633 261 BRL 2,380 5774/7/2011 7,250 35,000 2,890 16,330 BRL BRL BRL BRL BRL BRL BRL 156 BRL 270 BRL 825 391 BRL 3,440 8848/22/20114/12/2012
1/7/2015 4,750 13,400 1,860 5,440 BRL BRL BRL BRL BRL BRL BRL 84.9 BRL 249 BRL 580 188 27.5 840 5262/27/2018 14,000 37,000 1,400 20,600 BRL BRL 84 19 J BRL BRL BRL 61 J BRL 260 BRL 640 150 BRL 3,400 84010/25/2018 650 2,100 100 1,360 BRL BRL 11 J BRL BRL BRL BRL 8.0 J BRL 6.2 J BRL 91 22 BRL 270 54
1/23/2019 8,800 35,000 2,200 17,800 BRL BRL 92 J BRL BRL BRL BRL 110 J BRL BRL BRL 640 250 BRL 3,100 87011/14/2019 9,900 37,000 2,300 19,400 BRL BRL BRL BRL BRL BRL BRL 120 J BRL BRL BRL 1,900 J 300 BRL 3,300 1,000
12/17/2009 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL8/22/2011 BRL 0.240 J BRL 0.200 J BRL 60.6 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
4/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL1/7/20152/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
7/15/2004 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL3/31/2010 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL9/16/2011 BRL 3.93 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL 4.8 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL1/7/2015 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL 5.4 J BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL7/15/2004 11,000 66,000 6,800 44,000 BRL BRL BRL BRL BRL BRL 0.4 BRL BRL 420 BRL 2,200 BRL BRL BRL BRL
3/31/20107/9/2010 4,960 33,500 2,360 14,760 BRL BRL BRL 18.6 BRL BRL BRL 149 37.7 BRL BRL 845 361 26.1 BRL 749
12/3/2010 2,050 19,100 1,530 10,050 BRL BRL BRL BRL BRL BRL BRL 11.7 6.54 12.4 BRL 65.1 31.7 BRL 2,450 69.04/7/2011 4,400 41,200 3,290 21,310 BRL BRL BRL BRL BRL 11.3 BRL 175 61.6 206 BRL 858 429 37.2 3,680 946
8/22/20114/12/2012 3,720 36,500 3,180 17,940 BRL BRL BRL BRL BRL BRL BRL 145 BRL 153 201 955 415 BRL 3,350 7781/7/2015 5,200 37,800 3,040 20,690 BRL BRL BRL BRL BRL BRL BRL 126 BRL 90.7 BRL 864 290 41.2 2,800 638
2/27/2018 5,700 42,000 2,900 24,500 BRL BRL 62 J BRL BRL BRL BRL 100 J BRL 65 J BRL 970 300 BRL 2,600 64010/25/2018 1,400 3,900 1,600 7,800 130 J BRL 40 12J BRL BRL BRL 74 BRL BRL BRL 450 180 BRL 1,500 360
1/23/2019 4,000 28,000 2,600 19,100 BRL BRL 92 J BRL BRL BRL BRL 130 J BRL BRL BRL 780 290 BRL 3,200 86011/14/2019 1,400 13,000 1,300 11,900 BRL BRL 27 J 16 J 20 J BRL BRL 64 BRL BRL BRL 710 140 11 J 2,000 560
12/17/2009 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL8/22/2011 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL12/17/2009 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
8/22/2011 1.75 25.1 4.64 BRL BRL 41.2 BRL 0.230 J BRL BRL BRL 0.610 0.340 J BRL BRL 2.30 1.68 BRL 14.4 3.854/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL 0.54 BRL BRL BRL BRL BRL BRL
1/7/2015 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
1 600 600 500 4,000 6,000 70 70 20 70 0.2 70 25 20 5 6 70 70 400 400
5,000 260,000 84,500 85,500 4,000,000 6,000,000 6,900 8,500 20,000 70,000 50 25,000 11,700 20,000 5,000 6,000 30,000 70,000 28,500 25,000
NOTES:
NC2LGWQS = North Carolina 2L Groundwater Quality Standard as of April 1, 2013GCL = NCDEQ's Gross Contamination Levels for Groundwater as of April 16, 2012(µg/L) = Micrograms per Liter
Bold = Detected above the NC2LGWQSUnderline = Detected above the NC2LGWQS (µg/L) and GCL (µg/L)J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentrationBRL = Below Reporting Limit
Free Product
Contaminant of Concern/Concentration (µg/L)
Not Sampled
Not Sampled
Not SampledNot Sampled
DW-1
MW-1
NC2LGWQS (µg/L)
GCL (µg/L)
Free Product
Free Product
Free Product
Free Product
Standard Method 6200B
MW-2
MW-5
Analytical Method
AFVR-1
AFVR-2
Free Product
Free Product
Free Product
MW-3
Table 2Summary of Historical Groundwater Analytical Results
Former Berry Brothers
600 NC Highway 343 South
Not SampledNot Sampled
Camden, Camden County, North CarolinaNCDEQ Incident NO. TF-6221ECS Project No. 49:6102-E
APPENDIX A HISTORICAL DATA (ECS, 2020)
NCDEQ; 6221_Berry Brothers
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
EPA Method 5030 EPA Method 3550
Sample ID Sample Date Sample Depth
(feet)TPH-GRO TPH-DROT-1 North 5/12/1994 8 11,800 BRL
T-1 South 5/12/1994 8 982 BRL
T-2 East 5/11/1994 8 9,730 BRL
T-2 West 5/12/1994 8 435 BRL
T-3 Center 5/11/1994 8 1,230 BRL
T-4 East 5/11/1994 8 923 BRL
T-4 West 5/11/1994 8 96.60 BRL
T-5 5/11/1995 8 1,010 BRL
S-1 5/17/1994 8 187 BRL
SS-1A 3/3/2005 1.75 4,000 NS
SS-1B 3/3/2005 1.75 3,000 NS
SS-2A 3/3/2005 1.75 4,800 330
SS-2B 3/3/2005 1.75 BRL BRL
50 100
NOTES:
All results are listed in mg/kg parts per million.
mg/kg = Milligrams per Kilogram
BRL = Below Reporting Limit
NS = Not Sampled
TPH-GRO = Total Petroleum Hydrocarbons - Gasoline Range Organics
TPH-DRO = Total Petroleum Hydrocarbons - Diesel Range Organics
Bold = Detected above the Action Level (at the time of sampling)
ECS Project No. 49:6102-E
NCDEQ UST Section's Action Level (mg/kg)
Contaminant of Concern (mg/kg)Analytical Method
Table 3
Summary of Historical Soil Sample Analytical Results
Former Berry Brothers
600 NC Highway 343 South
Camden, Camden County, North Carolina
NCDEQ Incident No. TF-6221
APPENDIX A HISTORICAL DATA (ECS, 2020)
NCDEQ; 6221_Berry Brothers
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Sample ID Sample Date BenzeneTolueneEthylbenzeneTotal XylenesAcetonen-Butylbenzenesec-Butylbenzene1,2-DichlorobenzeneIsopropylbenzeneMethyl-tert-butyl-etherNaphthalenen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneAFVR-1 11/14/2019 8,000 18,000 2,700 11,500 BRL BRL BRL BRL 120 J 360 2,000 290 BRL 2,000 620
AVFR-2 11/14/2019 9,900 37,000 2,300 19,400 BRL BRL BRL BRL 120 J BRL 1,900 J 300 BRL 3,300 1,000
DW-1 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-1 11/14/2019 BRL BRL BRL BRL 5.4 J BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-2 11/14/2019 1,400 13,000 1,300 11,900 BRL 27 J 16 J 20 J 64 BRL 710 140 11 J 2,000 560MW-5 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-6 11/14/2019 BRL BRL BRL BRL 16 J BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-7 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-8 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-9 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRLMW-10 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-11 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
MW-12 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
Field Blank 11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
1 600 600 500 6,000 70 70 20 70 20 6 70 70 400 400
5,000 260,000 84,500 85,500 6,000,000 6,900 8,500 20,000 25,000 20,000 6,000 30,000 70,000 28,500 25,000
NOTES:
NC2LGWQS = North Carolina 2L Groundwater Quality Standard as of April 1, 2013GCL = NCDEQ's Gross Contamination Levels for Groundwater as of April 16, 2012(µg/L) = Micrograms per LiterBRL = Below Reporting LimitNS = Not Sampled
J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration
Contaminant of Concern/Concentration (µg/L)
Underline = Detected above the NC2LGWQS (µg/L) and GCL (µg/L)Bold = Detected above the NC2LGWQS (µg/L)
ECS Project No. 49:6102-E
NC2LGWQS (µg/L)
GCL (µg/L)
Standard Method 6200B
Table 7 Summary of Current Groundwater Analytical ResultsFormer Berry Brothers600 NC Highway 343 South
Camden, Camden County, North Carolina
NCDEQ Incident No. TF-6221
Analytical Method
APPENDIX A HISTORICAL DATA (ECS, 2020)
NCDEQ; 6221_Berry Brothers
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023
Sample ID Sample Date
BenzeneTolueneEthylbenzeneTotal Xylenes2-Butanone (MEK)Acetonen-Butylbenzenesec-Butylbenzene1,2-DichlorobenzeneDiisopropyl etherEthylene DibromideIsopropylbenzene4-IsopropyltolueneMethyl-tert-butyl-etherMethylene ChlorideNaphthalenen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene12/17/2009 51.9 294 14.4 BRL BRL BRL BRL BRL BRL BRL BRL 0.670 BRL 175 BRL 2.30 1.57 BRL 11.1 2.96
9/7/2010 329 487 107 31.9 BRL BRL BRL BRL BRL 11.7 BRL 5.67 BRL 2,980 BRL 32.4 12.7 BRL 86.2 13.512/3/2010 741 682 244 BRL BRL BRL BRL BRL BRL 12.8 BRL 13.9 2.80 1,460 BRL 77.1 30.1 BRL 200 45.9
4/7/2011 7.85 30.1 3.31 69.7 BRL BRL BRL BRL BRL 2.49 BRL BRL BRL 529 BRL BRL BRL BRL 2.18 0.5608/22/2011 1,980 5,510 1,030 324 BRL BRL BRL BRL BRL 12.0 BRL 36.7 5.75 905 BRL 1,840 60.5 5.95 1,660 383
4/12/2012 365 1,380 150 986 BRL BRL BRL BRL BRL 5.8 BRL 6.7 BRL 171 BRL 31.6 17.3 BRL 125 23.41/7/2015 5.1 2.1 2.2 3.0 BRL BRL BRL BRL BRL BRL BRL BRL BRL 2.5 BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL10/25/2018
1/23/201911/14/2019 BRL BRL BRL BRL BRL 16 J BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL12/17/2009 BRL BRL BRL 15.32 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
8/22/2011 BRL 1.13 0.33 J 5,580 BRL 78.5 BRL BRL BRL BRL BRL BRL BRL BRL BRL 0.870 J 0.200 J BRL 1.42 0.440 J4/12/2012 BRL BRL BRL 555 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL1/7/2015 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL12/17/2009 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL8/22/2011 0.230J 3.73 0.75 2.360 BRL 42.8 BRL BRL BRL BRL BRL BRL BRL BRL BRL 0.460 J 0.280 J BRL 2.24 0.620
4/12/2012 BRL BRL BRL BRL NRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL1/7/2015 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
12/17/2009 3.21 BRL 41.0 BRL BRL BRL BRL 2.96 BRL BRL BRL 19.2 BRL BRL BRL 1.86 17.2 BRL 4.75 3.459/7/2010 BRL BRL 0.710 4.67 BRL BRL BRL 1.47 BRL BRL BRL 6.99 BRL BRL BRL BRL 2.40 BRL BRL BRL
12/3/2010 15.6 BRL 177 BRL BRL BRL BRL 4.66 BRL BRL BRL 38.4 BRL BRL BRL 19.1 60.0 BRL 13.0 20.94/7/2011 BRL BRL 2.41 12 BRL BRL BRL 0.510 BRL BRL BRL 4.43 BRL BRL BRL BRL 0.920 J BRL BRL BRL8/22/2011 BRL BRL BRL BRL BRL 21.6 BRL 0.250 J BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL BRL 2.0 63.3 BRL BRL BRL 1.7 BRL BRL BRL 4.5 BRL BRL BRL BRL BRL BRL BRL BRL1/7/2015 BRL BRL 0.95 BRL BRL BRL BRL BRL BRL BRL BRL 0.96 BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL 23 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL10/25/20181/23/2019
11/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL12/17/2009 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL8/22/2011
4/13/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL10/25/2018
1/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL8/22/2011 BRL BRL BRL BRL BRL 72.1 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL10/25/2018
1/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
8/22/2011 BRL BRL BRL BRL BRL 65.7 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL2/27/2018 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
10/25/20181/23/201911/14/2019 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
8/22/2011 BRL BRL BRL BRL BRL 97.7 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL4/12/2012 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL 2.1 BRL BRL BRL BRL BRL1/7/2015 BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
2/27/2018
1 600 600 500 4,000 6,000 70 70 20 70 0.2 70 25 20 5 6 70 70 400 400
5,000 260,000 84,500 85,500 4,000,000 6,000,000 6,900 8,500 20,000 70,000 50 25,000 11,700 20,000 5,000 6,000 30,000 70,000 28,500 25,000
NOTES:
NC2LGWQS = North Carolina 2L Groundwater Quality Standard as of April 1, 2013GCL = NCDEQ's Gross Contamination Levels for Groundwater as of April 16, 2012(µg/L) = Micrograms per Liter
Bold = Detected above the NC2LGWQSUnderline = Detected above the NC2LGWQS (µg/L) and GCL (µg/L)J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentrationBRL = Below Reporting Limit
MW-12 Not SampledNot Sampled
Table 7 (continued)
Former Berry Brothers
Summary of Historical Groundwater Analytical Results
600 NC Highway 343 South
MW-6
MW-7
MW-8
Not SampledNot Sampled
Not Sampled
Not Sampled
Monitoring Well Destroyed
Could Not Locate
Not SampledNot Sampled
GCL (µg/L)
NC2LGWQS (µg/L)
MW-9
MW-10
Camden, Camden County, North CarolinaNCDEQ Incident NO. TF-6221ECS Project No. 49:6102-E
Analytical Method
Not Sampled
Not SampledNot Sampled
MW-13
Not Sampled
MW-11 Not SampledNot Sampled
Standard Method 6200B
Contaminant of Concern/Concentration (µg/L)
APPENDIX A HISTORICAL DATA (ECS, 2020)
NCDEQ; 6221_Berry Brothers
CATLIN Project No. 221036
CATLIN Engineers and Scientists
June 2023

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

APPENDIX B SITE PHOTOGRAPHS
APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of site, facing northwest.

View of AFVR-1, facing west.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of AFVR-2, facing west.

View of MW-1, facing west.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of MW-2, facing northwest.

View of MW-3, facing north.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of MW-3.

View of MW-5, facing east.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of MW-6, facing east.

View of MW-8, facing west.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of MW-9, facing west.

View of MW-11, facing west.

APPENDIX B SITE PHOTOGRAPHS – MAY 18, 2023
NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists CATLIN Project No. 221036 June 2023

View of MW-12, facing north.

View of DW-1, facing south.

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

APPENDIX C
JOB HAZARD ANALYSIS AND
FIELD DATA SHEETS
Source Exposure Limit
Groundwater and/or soil vapor 0.5 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 100 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 20 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 100 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 50 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 10 ppm TLV-TWA ACGIH
Exposure Potential
Likely
Unlikely
Unlikely
Start Stop
7:30 9:00
9:00 9:15
9:15 15:30
15:30 18:00
Date and Time:
5/10/23 @ 09:15
Equipment Used:PPE D/ Bailers/ Sampling Supplies/Oil-Water Interface Probe/ Geochemistry Sensor Unit/Tablet
Truck #55 Mileage:
Weather:
Mob, stopped for supplies, and traveled to site
On-site safetybriefing. Watch for cars in parking lot. Set out cone while working in parking lot and wear safety vest.
Located, opened, gauged DTW and TD, sampled MW-1, -2, -3, -4, -5, -6, -7, and TMW-01
(waited for recharge on TMW), photographed all wells, ice for samples, COC, PO#. Field Blank collected at 09:32
Biological Hazards
Name of Biological Hazard Source
Insect bites and stings
Sandra Miller / CATLIN
surroundings
Departed site, traveled to Pace and dropped off samples, returned to Raleigh office (MUCH traffic), demobed
truck and cleaned out dirt.
Start:End:
DAILY TASK
Snakes surroundings
Poison Plants (Ivy, Oak, and/or Sumac)surroundings
PERSONNEL ONSITE
Name and Company (Print)Signature
Chemical Hazards
Sunny, Mid-High 70's
Site-Specific Job Hazard Analysis
Location Where Task/Operation Performed
Bowden's Grocery & Grill, Bunnlevel, NC
Task/Operation
Sample Monitoring Wells
Employee Certifying this JHA
Print Name: Sean O'Neil, P.E.Signature:
Operational Phase
Monitoring
Date(s) this JHA
Conducted:
05/10/2023
Potential Chemicals Concentration
BENZENE ppm
ETHYL BENZENE ppm
NAPHTHALENE ppm
* Gas and/or Diesel
TOLUENE ppm
XYLENE, ALL ISOMERS ppm
METHYL TERT-BUTYL ETHER ppm
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-1 7.31
3.69 1.193
NMT 3.579
11 5.965
2
Method:Bailer Purge Start Time:12:20
Required Bails for 3 Well Volumes:15 Purge Stop Time:12:27
Required Bails for 5 Well Volumes:25 Was Well Purged Dry?No
Number of Bails Removed:16 Sample Time:12:26
Groundwater Removed (gal):3.8
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
12:18 0.06 8.40 12.33 69.13 21.16
12:19 163.35 4.81 12.24 -42.65 20.17
12:20 164.23 3.76 12.28 -60.56 19.91
12:21 163.98 3.88 12.28 -66.81 19.67
12:22 165.30 4.26 12.29 -71.09 19.66
12:23 167.10 3.94 12.29 -72.98 19.50
12:24 166.09 3.83 12.27 -72.97 19.42
Laboratory:Con-Test Analysis:
Mild turbidity; light milky gray. Strong HCO.
Well Data
Well ID
Depth to Product (ft below TOC)
Total Well Depth (ft)
Purging Information Information
Volume of Groundwater in Well
Aqua Troll 600
Turbidity and Additional
Sampling Notes
6200B
Laboratory Analysis Information
Geochemical Parameters
Depth to Water (ft below TOC)
GROUNDWATER SAMPLING FORM
Water Column (ft below TOC)
One Well Volume (gal)
Three Well Volumes (gal)
Five Well Volumes (gal)
220226.4
NCDEQ - SLP
Monitoring Well Information
Sandy Miller
5/10/2023
Bowden Grocery and Grill
Well Diameter (inches)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-2 8.70
3.5 1.420
NMT 4.260
12.2 7.099
2
Method:Bailer Purge Start Time:12:44
Required Bails for 3 Well Volumes:18 Purge Stop Time:12:50
Required Bails for 5 Well Volumes:30 Was Well Purged Dry?No
Number of Bails Removed:19 Sample Time:12:51
Groundwater Removed (gal):4.6
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
12:41 0.06 8.70 12.45 -16.06 21.88
12:42 102.49 5.83 12.20 54.96 19.41
12:43 103.87 3.91 12.18 82.25 19.08
12:44 103.63 3.99 12.24 67.92 18.57
12:45 103.51 4.08 12.29 50.66 18.48
12:46 103.32 4.22 12.31 35.99 18.51
12:47 104.07 4.37 12.31 27.27 18.39
12:48 103.98 4.37 12.31 20.08 18.28
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
High turbidity; light tan-brown. Mild HCO.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-3 8.87
3.73 1.448
NMT 4.343
12.6 7.238
2
Method:Bailer Purge Start Time:13:51
Required Bails for 3 Well Volumes:19 Purge Stop Time:14:02
Required Bails for 5 Well Volumes:31 Was Well Purged Dry?No
Number of Bails Removed:20 Sample Time:14:03
Groundwater Removed (gal):4.8
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
13:48 0.06 8.77 12.29 16.91 22.29
13:49 0.06 8.77 12.38 -60.24 22.48
13:50 307.69 6.24 12.52 -81.03 20.07
13:51 311.76 3.74 12.55 -92.15 19.32
13:52 303.20 3.57 12.55 -96.06 19.20
13:53 286.73 4.04 12.53 -95.98 19.11
13:54 276.81 3.97 12.52 -95.04 19.01
13:55 274.00 3.85 12.51 -93.49 18.99
13:56 263.08 4.40 12.51 -91.71 18.92
13:57 248.68 4.23 12.51 -89.73 18.78
13:58 246.55 4.01 12.50 -87.77 18.78
13:59 239.02 4.16 12.49 -85.64 18.77
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Very high turbidity; light tan. Moderate HCO.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-4 8.54
3.96 1.394
NMT 4.181
12.5 6.969
2
Method:Bailer Purge Start Time:11:54
Required Bails for 3 Well Volumes:18 Purge Stop Time:12:05
Required Bails for 5 Well Volumes:30 Was Well Purged Dry?No
Number of Bails Removed:19 Sample Time:12:06
Groundwater Removed (gal):4.6
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
11:51 0.00 8.07 12.04 238.97 24.11
11:52 0.06 8.15 12.19 230.98 23.88
11:53 95.29 4.52 12.26 162.48 20.12
11:54 95.09 4.03 12.26 135.49 19.55
11:55 94.45 3.97 12.26 118.98 19.50
11:56 93.85 3.86 12.28 104.74 19.22
11:57 93.14 3.86 12.27 99.28 19.22
11:58 93.15 3.92 12.25 96.36 19.32
11:59 92.84 3.95 12.24 91.12 19.58
12:00 92.82 4.03 12.24 88.31 19.05
12:01 92.93 4.65 12.20 88.93 19.00
12:02 81.38 4.13 12.22 84.22 18.85
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Very high turbidity; tan-brown.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-5 9.36
3.14 1.528
NMT 4.583
12.5 7.638
2
Method:Bailer Purge Start Time:11:20
Required Bails for 3 Well Volumes:20 Purge Stop Time:11:28
Required Bails for 5 Well Volumes:32 Was Well Purged Dry?No
Number of Bails Removed:21 Sample Time:11:29
Groundwater Removed (gal):5.0
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
11:20 84.89 4.71 12.32 243.84 16.72
11:21 84.55 4.49 12.30 248.98 16.54
11:22 83.52 4.26 12.30 253.96 17.06
11:23 83.54 4.33 12.29 255.19 16.91
11:24 83.45 4.41 12.28 255.68 16.75
11:25 83.68 5.56 12.29 246.62 16.58
Laboratory:Con-Test Analysis:
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Very high turbidity; tan.
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-6 9.56
2.94 1.560
NMT 4.681
12.5 7.801
2
Method:Bailer Purge Start Time:13:22
Required Bails for 3 Well Volumes:20 Purge Stop Time:13:32
Required Bails for 5 Well Volumes:33 Was Well Purged Dry?No
Number of Bails Removed:22 Sample Time:13:33
Groundwater Removed (gal):5.3
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
13:19 0.06 9.09 12.36 107.10 23.10
13:20 90.90 5.52 12.74 51.52 17.61
13:21 93.02 4.13 12.84 58.51 16.58
13:22 96.39 4.18 12.85 48.97 16.15
13:23 97.25 4.05 12.77 41.92 16.49
13:24 98.00 4.10 12.73 35.37 16.48
13:25 101.34 4.34 12.70 29.24 16.22
13:26 102.77 4.42 12.68 22.05 16.12
13:27 105.69 4.40 12.66 14.38 16.39
13:28 106.45 4.50 12.63 10.01 16.15
13:29 108.14 4.54 12.61 5.08 16.09
Laboratory:Con-Test Analysis:
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Very high turbidity; tan. Moderate HCO.
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
TMW-01 23.94
7.66 3.907
NMT 11.721
31.6 19.535
2
Method:Bailer Purge Start Time:14:23
Required Bails for 3 Well Volumes:49 Purge Stop Time:14:36
Required Bails for 5 Well Volumes:82 Was Well Purged Dry?Yes
Number of Bails Removed:17 Sample Time:14:50
Groundwater Removed (gal):4.1
Equipment Used:
Time
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
pH
(Standard
Units)
ORP
(mV)
Temperature
(Co)
14:21 1.28 8.70 13.41 -138.17 21.86
14:22 2081.80 9.07 13.97 -171.35 20.08
14:23 2183.19 8.44 No Data -181.71 19.13
14:24 2268.03 8.44 No Data -179.13 18.88
14:25 2505.09 8.38 13.99 -175.91 18.88
14:26 2841.67 8.15 No Data -174.21 18.77
14:27 3117.33 7.91 13.98 -172.85 19.14
14:28 3418.78 8.13 14.00 -173.25 19.20
14:29 3969.27 8.24 No Data -174.17 19.20
14:30 4323.40 8.91 No Data -172.94 19.20
14:34 4169.57 9.25 No Data -168.92 19.58
14:35 4874.26 9.23 No Data -164.10 19.38
Laboratory:Con-Test Analysis:
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Bowden Grocery and Grill Sandy Miller
220226.4 5/10/2023
NCDEQ - SLP
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Initially clear then high
turbidity and gray near
bottom. Bailed dry once at 16 bails and again at 17 bails. Waited for recharge
to sample.
Laboratory Analysis Information

NCDEQ; 6221_Berry Brothers CATLIN Engineers and Scientists
CATLIN Project No. 221036 June 2023

APPENDIX D

LABORATORY ANALYTICAL REPORT AND
CHAIN OF CUSTODY DOCUMENT

39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
May 31, 2023
Ben Ashba
CATLIN Engineers & Scientists
220 Old Dairy Road
Wilmington, NC 28405
Project Location: Camden, NC
Client Job Number:
Project Number: 221036.3
Laboratory Work Order Number: 23E2960
Enclosed are results of analyses for samples as received by the laboratory on May 20, 2023. If you have any questions
concerning this report, please feel free to contact me.
Sincerely,
Kaitlyn A. Feliciano
Project Manager
Table of Contents
Sample Summary 3
Hits Only Report 4
Case Narrative 7
Sample Results 8
23E2960-01 8
23E2960-02 10
23E2960-03 12
23E2960-04 14
23E2960-05 16
23E2960-06 18
23E2960-07 20
23E2960-08 22
23E2960-09 24
23E2960-10 26
23E2960-11 28
23E2960-12 30
23E2960-13 32
23E2960-14 34
Sample Preparation Information 36
QC Data 37
Volatile Organic Compounds by GC/MS 37
B341322 37
Flag/Qualifier Summary 41
Certifications 42
Chain of Custody/Sample Receipt 44
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
5/31/2023
CATLIN Engineers & Scientists
220 Old Dairy Road
Wilmington, NC 28405
ATTN: Ben Ashba
221036.3
23E2960
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
Camden, NC
230518-4
MW-1 23E2960-01 Ground Water SM21-23 6200B
MW-2 23E2960-02 Ground Water SM21-23 6200B
MW-5 23E2960-03 Ground Water SM21-23 6200B
MW-6 23E2960-04 Ground Water SM21-23 6200B
MW-7 23E2960-05 Ground Water SM21-23 6200B
MW-8 23E2960-06 Ground Water SM21-23 6200B
MW-9 23E2960-07 Ground Water SM21-23 6200B
MW-10 23E2960-08 Ground Water SM21-23 6200B
MW-11 23E2960-09 Ground Water SM21-23 6200B
MW-12 23E2960-10 Ground Water SM21-23 6200B
AFVR-1 23E2960-11 Ground Water SM21-23 6200B
AFVR-2 23E2960-12 Ground Water SM21-23 6200B
DW-1 23E2960-13 Ground Water SM21-23 6200B
TB 23E2960-14 Trip Blank Water SM21-23 6200B
[TOC_1]Sample Summary[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
[TOC_1]Hits Only Report[TOC]EXECUTIVE SUMMARY
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-01MW-1
DL
Acetone 4.6 50 g/L SM21-23 6200BJ2.0
Methylene Chloride 0.26 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-02MW-2
DL
1,2,4-Trimethylbenzene 2500 50 g/L SM21-23 6200B20
1,3,5-Trimethylbenzene 540 50 g/L SM21-23 6200B15
2-Butanone (MEK)240 500 g/L SM21-23 6200BJ170
Acetone 350 5000 g/L SM21-23 6200BJ200
Benzene 1600 50 g/L SM21-23 6200B18
Ethylbenzene 2100 50 g/L SM21-23 6200B22
Isopropylbenzene (Cumene)86 50 g/L SM21-23 6200B15
m+p Xylene 10000 100 g/L SM21-23 6200B49
Naphthalene 720 50 g/L SM21-23 6200B38
n-Butylbenzene 48 50 g/L SM21-23 6200BJ15
n-Propylbenzene 180 50 g/L SM21-23 6200B12
o-Xylene 2600 50 g/L SM21-23 6200B24
p-Isopropyltoluene (p-Cymene)16 50 g/L SM21-23 6200BJ13
Toluene 8800 50 g/L SM21-23 6200B22
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-03MW-5
DL
Methylene Chloride 0.23 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-04MW-6
DL
Acetone 2.9 50 g/L SM21-23 6200BJ2.0
Benzene 46 0.50 g/L SM21-23 6200B0.18
Diisopropyl Ether (DIPE)0.28 0.50 g/L SM21-23 6200BJ0.20
Ethylbenzene 36 0.50 g/L SM21-23 6200B0.22
Isopropylbenzene (Cumene)1.8 0.50 g/L SM21-23 6200B0.15
m+p Xylene 5.1 1.0 g/L SM21-23 6200B0.49
Methyl tert-Butyl Ether (MTBE)0.67 0.50 g/L SM21-23 6200B0.17
Methylene Chloride 0.35 5.0 g/L SM21-23 6200BJ0.18
Naphthalene 8.7 0.50 g/L SM21-23 6200B0.38
n-Butylbenzene 0.47 0.50 g/L SM21-23 6200BJ0.15
n-Propylbenzene 3.5 0.50 g/L SM21-23 6200B0.12
o-Xylene 0.75 0.50 g/L SM21-23 6200B0.24
Toluene 2.0 0.50 g/L SM21-23 6200B0.22
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-05MW-7
DL
Acetone 4.6 50 g/L SM21-23 6200BJ2.0
Methylene Chloride 0.24 5.0 g/L SM21-23 6200BJ0.18
Toluene 0.30 0.50 g/L SM21-23 6200BJ0.22
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-06MW-8
DL
Methylene Chloride 0.32 5.0 g/L SM21-23 6200BJ0.18
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-07MW-9
DL
Acetone 5.4 50 g/L SM21-23 6200BJ2.0
Isopropylbenzene (Cumene)0.16 0.50 g/L SM21-23 6200BJ0.15
Methylene Chloride 0.26 5.0 g/L SM21-23 6200BJ0.18
sec-Butylbenzene 0.14 0.50 g/L SM21-23 6200BJ0.13
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-08MW-10
DL
Acetone 3.2 50 g/L SM21-23 6200BJ2.0
Methylene Chloride 0.23 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-09MW-11
DL
Acetone 2.0 50 g/L SM21-23 6200BJ2.0
Methylene Chloride 0.21 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-10MW-12
DL
Acetone 2.1 50 g/L SM21-23 6200BJ2.0
Methylene Chloride 0.28 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-11AFVR-1
DL
1,2,4-Trimethylbenzene 990 25 g/L SM21-23 6200B9.9
1,3,5-Trimethylbenzene 250 25 g/L SM21-23 6200B7.5
2-Butanone (MEK)130 250 g/L SM21-23 6200BJ84
Acetone 130 2500 g/L SM21-23 6200BJ100
Benzene 1800 25 g/L SM21-23 6200B9.2
Ethylbenzene 2100 25 g/L SM21-23 6200B11
Isopropylbenzene (Cumene)94 25 g/L SM21-23 6200B7.6
m+p Xylene 3600 50 g/L SM21-23 6200B25
Methyl tert-Butyl Ether (MTBE)76 25 g/L SM21-23 6200B8.5
Naphthalene 410 25 g/L SM21-23 6200B19
n-Butylbenzene 28 25 g/L SM21-23 6200B7.5
n-Propylbenzene 210 25 g/L SM21-23 6200B6.2
o-Xylene 1200 25 g/L SM21-23 6200B12
p-Isopropyltoluene (p-Cymene)9.0 25 g/L SM21-23 6200BJ6.3
sec-Butylbenzene 16 25 g/L SM21-23 6200BJ6.3
Toluene 3700 25 g/L SM21-23 6200B11
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-12AFVR-2
DL
1,2,4-Trimethylbenzene 2500 200 g/L SM21-23 6200B80
1,3,5-Trimethylbenzene 640 200 g/L SM21-23 6200B60
Benzene 3200 200 g/L SM21-23 6200B74
Ethylbenzene 2300 200 g/L SM21-23 6200B88
Isopropylbenzene (Cumene)120 200 g/L SM21-23 6200BJ60
m+p Xylene 8800 400 g/L SM21-23 6200B200
Methyl tert-Butyl Ether (MTBE)220 200 g/L SM21-23 6200B68
Naphthalene 960 200 g/L SM21-23 6200B150
n-Propylbenzene 230 200 g/L SM21-23 6200B50
o-Xylene 4100 200 g/L SM21-23 6200B97
Toluene 21000 200 g/L SM21-23 6200B89
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-13DW-1
DL
Methylene Chloride 0.32 5.0 g/L SM21-23 6200BJ0.18
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23E2960-14TB
DL
Acetone 2.3 50 g/L SM21-23 6200BJ2.0
Chloroform 0.16 0.50 g/L SM21-23 6200BJ0.14
Methylene Chloride 0.29 5.0 g/L SM21-23 6200BJ0.18
Con-Test does not accept liability for the consequences of any actions taken solely on the basis of the information provided in the Executive Summary
section of this report. Users must review this report in its entirety to determine data usability and assessment.
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 limits for sample(s) 23E2960-02, 23E2960-11, 23E2960-12 due to a high concentration of target compounds.
[TOC_1]Case Narrative[TOC]
SM21-23 6200B
Qualifications:
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits. Data validation is not
affected since all results are "not detected" for associated samples in this batch and bias is on the high side.
Analyte & Samples(s) Qualified:
L-02
Bromomethane
B341322-BS1, B341322-BSD1, S088292-CCV1
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
1,2,3-Trichlorobenzene
B341322-BSD1
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
23E2960-02[MW-2], 23E2960-11[AFVR-1], 23E2960-12[AFVR-2]
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.
Lisa A. Worthington
Technical Representative
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:16
[TOC_2]23E2960-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
4.6 50 5/27/23 18:59 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 18:59 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 18:59 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 18:59 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 18:59 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 18:59 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 18:59 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 18:59 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 18:59 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 18:59 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 18:59 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 18:59 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 18:59 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 18:59 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 18:59 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 18:59 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 18:59 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 18:59 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 18:59 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 18:59 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 18:59 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 18:59 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 18:59 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 18:59 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 18:59 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 18:59 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 18:59 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 18:59 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 18:59 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.26 5.0 5/27/23 18:59 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 18:59 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:16
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 18:59 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 18:59 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 18:59 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 18:59 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 18:59 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 18:59 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 18:59 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 18:59 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 18:59 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 18:59 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 18:59 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 18:59 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 18:59 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 18:59 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 18:59 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 18:59 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 79.9 5/27/23 18:5970-130
Toluene-d8 97.3 5/27/23 18:5970-130
4-Bromofluorobenzene 81.6 5/27/23 18:5970-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-02
Field Sample #: MW-2
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:26
[TOC_2]23E2960-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
350 5000 5/27/23 22:53 LBDg/L200 5/25/23SM21-23 6200B100JAcetone
1600 50 5/27/23 22:53 LBDg/L18 5/25/23SM21-23 6200B100Benzene
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B100Bromobenzene
ND 100 5/27/23 22:53 LBDg/L28 5/25/23SM21-23 6200B100Bromochloromethane
ND 50 5/27/23 22:53 LBDg/L16 5/25/23SM21-23 6200B100Bromodichloromethane
ND 100 5/27/23 22:53 LBDg/L41 5/25/23SM21-23 6200B100Bromoform
ND 200 5/27/23 22:53 LBDg/L130 5/25/23SM21-23 6200B100Bromomethane
240 500 5/27/23 22:53 LBDg/L170 5/25/23SM21-23 6200B100J2-Butanone (MEK)
48 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B100Jn-Butylbenzene
ND 50 5/27/23 22:53 LBDg/L13 5/25/23SM21-23 6200B100sec-Butylbenzene
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B100tert-Butylbenzene
ND 50 5/27/23 22:53 LBDg/L16 5/25/23SM21-23 6200B100Carbon Tetrachloride
ND 50 5/27/23 22:53 LBDg/L12 5/25/23SM21-23 6200B100Chlorobenzene
ND 5000 5/27/23 22:53 LBDg/L2000 5/25/23SM21-23 6200B100Ethanol
ND 50 5/27/23 22:53 LBDg/L20 5/25/23SM21-23 6200B100Chlorodibromomethane
ND 50 5/27/23 22:53 LBDg/L34 5/25/23SM21-23 6200B100Chloroethane
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B100Chloroform
ND 60 5/27/23 22:53 LBDg/L50 5/25/23SM21-23 6200B100Chloromethane
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B1002-Chlorotoluene
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B1004-Chlorotoluene
ND 100 5/27/23 22:53 LBDg/L16 5/25/23SM21-23 6200B1001,2-Dibromoethane (EDB)
ND 50 5/27/23 22:53 LBDg/L13 5/25/23SM21-23 6200B1001,2-Dichlorobenzene
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B1001,3-Dichlorobenzene
ND 50 5/27/23 22:53 LBDg/L13 5/25/23SM21-23 6200B1001,4-Dichlorobenzene
ND 50 5/27/23 22:53 LBDg/L16 5/25/23SM21-23 6200B100Dichlorodifluoromethane (Freon 12)
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B1001,1-Dichloroethane
ND 100 5/27/23 22:53 LBDg/L30 5/25/23SM21-23 6200B1001,2-Dichloroethane
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B1001,1-Dichloroethylene
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B100cis-1,2-Dichloroethylene
ND 50 5/27/23 22:53 LBDg/L17 5/25/23SM21-23 6200B100trans-1,2-Dichloroethylene
ND 50 5/27/23 22:53 LBDg/L19 5/25/23SM21-23 6200B1001,2-Dichloropropane
ND 100 5/27/23 22:53 LBDg/L12 5/25/23SM21-23 6200B1001,3-Dichloropropane
ND 50 5/27/23 22:53 LBDg/L35 5/25/23SM21-23 6200B1002,2-Dichloropropane
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B1001,1-Dichloropropene
ND 100 5/27/23 22:53 LBDg/L16 5/25/23SM21-23 6200B100cis-1,3-Dichloropropene
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B100trans-1,3-Dichloropropene
ND 50 5/27/23 22:53 LBDg/L20 5/25/23SM21-23 6200B100Diisopropyl Ether (DIPE)
2100 50 5/27/23 22:53 LBDg/L22 5/25/23SM21-23 6200B100Ethylbenzene
ND 500 5/27/23 22:53 LBDg/L120 5/25/23SM21-23 6200B1002-Hexanone (MBK)
86 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B100Isopropylbenzene (Cumene)
16 50 5/27/23 22:53 LBDg/L13 5/25/23SM21-23 6200B100Jp-Isopropyltoluene (p-Cymene)
ND 50 5/27/23 22:53 LBDg/L17 5/25/23SM21-23 6200B100Methyl tert-Butyl Ether (MTBE)
ND 500 5/27/23 22:53 LBDg/L18 5/25/23SM21-23 6200B100Methylene Chloride
ND 500 5/27/23 22:53 LBDg/L130 5/25/23SM21-23 6200B1004-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-02
Field Sample #: MW-2
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:26
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
720 50 5/27/23 22:53 LBDg/L38 5/25/23SM21-23 6200B100Naphthalene
180 50 5/27/23 22:53 LBDg/L12 5/25/23SM21-23 6200B100n-Propylbenzene
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B100Styrene
ND 50 5/27/23 22:53 LBDg/L14 5/25/23SM21-23 6200B1001,1,2,2-Tetrachloroethane
ND 50 5/27/23 22:53 LBDg/L17 5/25/23SM21-23 6200B100Tetrachloroethylene
8800 50 5/27/23 22:53 LBDg/L22 5/25/23SM21-23 6200B100Toluene
ND 100 5/27/23 22:53 LBDg/L34 5/25/23SM21-23 6200B1001,2,3-Trichlorobenzene
ND 50 5/27/23 22:53 LBDg/L30 5/25/23SM21-23 6200B1001,2,4-Trichlorobenzene
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B1001,1,1-Trichloroethane
ND 50 5/27/23 22:53 LBDg/L19 5/25/23SM21-23 6200B1001,1,2-Trichloroethane
ND 50 5/27/23 22:53 LBDg/L17 5/25/23SM21-23 6200B100Trichloroethylene
ND 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B100Trichlorofluoromethane (Freon 11)
ND 50 5/27/23 22:53 LBDg/L28 5/25/23SM21-23 6200B1001,2,3-Trichloropropane
2500 50 5/27/23 22:53 LBDg/L20 5/25/23SM21-23 6200B1001,2,4-Trimethylbenzene
540 50 5/27/23 22:53 LBDg/L15 5/25/23SM21-23 6200B1001,3,5-Trimethylbenzene
ND 2000 5/27/23 22:53 LBDg/L170 5/25/23SM21-23 6200B100Vinyl Acetate
ND 50 5/27/23 22:53 LBDg/L24 5/25/23SM21-23 6200B100Vinyl Chloride
10000 100 5/27/23 22:53 LBDg/L49 5/25/23SM21-23 6200B100m+p Xylene
2600 50 5/27/23 22:53 LBDg/L24 5/25/23SM21-23 6200B100o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 81.1 5/27/23 22:5370-130
Toluene-d8 98.9 5/27/23 22:5370-130
4-Bromofluorobenzene 91.8 5/27/23 22:5370-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-03
Field Sample #: MW-5
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:31
[TOC_2]23E2960-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 5/27/23 19:25 LBDg/L2.0 5/25/23SM21-23 6200B1Acetone
ND 0.50 5/27/23 19:25 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 19:25 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 19:25 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 19:25 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 19:25 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 19:25 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 19:25 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 19:25 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 19:25 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 19:25 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 19:25 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 19:25 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 19:25 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 19:25 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 19:25 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 19:25 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 19:25 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 19:25 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 19:25 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 19:25 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 19:25 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 19:25 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 19:25 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 19:25 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 19:25 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 19:25 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 19:25 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 19:25 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.23 5.0 5/27/23 19:25 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 19:25 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-03
Field Sample #: MW-5
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:31
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 19:25 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 19:25 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 19:25 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 19:25 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 19:25 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 19:25 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 19:25 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 19:25 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 19:25 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 19:25 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 19:25 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 19:25 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 19:25 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 19:25 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 19:25 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 19:25 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 79.5 5/27/23 19:2570-130
Toluene-d8 97.4 5/27/23 19:2570-130
4-Bromofluorobenzene 89.0 5/27/23 19:2570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-04
Field Sample #: MW-6
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:58
[TOC_2]23E2960-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
2.9 50 5/27/23 19:51 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
46 0.50 5/27/23 19:51 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 19:51 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 19:51 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 19:51 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 19:51 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 19:51 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
0.47 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B1Jn-Butylbenzene
ND 0.50 5/27/23 19:51 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 19:51 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 19:51 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 19:51 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 19:51 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 19:51 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 19:51 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 19:51 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 19:51 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 19:51 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 19:51 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 19:51 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 19:51 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 19:51 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 19:51 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 19:51 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 19:51 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
0.28 0.50 5/27/23 19:51 LBDg/L0.20 5/25/23SM21-23 6200B1JDiisopropyl Ether (DIPE)
36 0.50 5/27/23 19:51 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 19:51 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
1.8 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 19:51 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
0.67 0.50 5/27/23 19:51 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.35 5.0 5/27/23 19:51 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 19:51 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-04
Field Sample #: MW-6
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:58
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
8.7 0.50 5/27/23 19:51 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
3.5 0.50 5/27/23 19:51 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 19:51 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 19:51 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
2.0 0.50 5/27/23 19:51 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 19:51 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 19:51 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 19:51 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 19:51 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 19:51 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 19:51 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 19:51 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 19:51 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 19:51 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
5.1 1.0 5/27/23 19:51 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
0.75 0.50 5/27/23 19:51 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 86.5 5/27/23 19:5170-130
Toluene-d8 98.7 5/27/23 19:5170-130
4-Bromofluorobenzene 81.3 5/27/23 19:5170-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-05
Field Sample #: MW-7
Sample Matrix: Ground Water
Sampled: 5/18/2023 14:24
[TOC_2]23E2960-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
4.6 50 5/27/23 20:17 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 20:17 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 20:17 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 20:17 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 20:17 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 20:17 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 20:17 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 20:17 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 20:17 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 20:17 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 20:17 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 20:17 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 20:17 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 20:17 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 20:17 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 20:17 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 20:17 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 20:17 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 20:17 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 20:17 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 20:17 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 20:17 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 20:17 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 20:17 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 20:17 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 20:17 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 20:17 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 20:17 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 20:17 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.24 5.0 5/27/23 20:17 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 20:17 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-05
Field Sample #: MW-7
Sample Matrix: Ground Water
Sampled: 5/18/2023 14:24
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 20:17 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 20:17 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 20:17 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 20:17 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
0.30 0.50 5/27/23 20:17 LBDg/L0.22 5/25/23SM21-23 6200B1JToluene
ND 1.0 5/27/23 20:17 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 20:17 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 20:17 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 20:17 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 20:17 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 20:17 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 20:17 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 20:17 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 20:17 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 20:17 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 20:17 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 78.6 5/27/23 20:1770-130
Toluene-d8 94.6 5/27/23 20:1770-130
4-Bromofluorobenzene 83.7 5/27/23 20:1770-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-06
Field Sample #: MW-8
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:48
[TOC_2]23E2960-06[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 5/27/23 20:43 LBDg/L2.0 5/25/23SM21-23 6200B1Acetone
ND 0.50 5/27/23 20:43 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 20:43 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 20:43 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 20:43 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 20:43 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 20:43 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 20:43 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 20:43 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 20:43 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 20:43 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 20:43 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 20:43 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 20:43 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 20:43 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 20:43 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 20:43 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 20:43 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 20:43 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 20:43 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 20:43 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 20:43 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 20:43 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 20:43 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 20:43 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 20:43 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 20:43 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 20:43 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 20:43 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.32 5.0 5/27/23 20:43 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 20:43 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-06
Field Sample #: MW-8
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:48
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 20:43 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 20:43 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 20:43 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 20:43 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 20:43 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 20:43 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 20:43 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 20:43 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 20:43 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 20:43 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 20:43 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 20:43 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 20:43 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 20:43 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 20:43 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 20:43 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 75.8 5/27/23 20:4370-130
Toluene-d8 96.8 5/27/23 20:4370-130
4-Bromofluorobenzene 91.2 5/27/23 20:4370-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-07
Field Sample #: MW-9
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:42
[TOC_2]23E2960-07[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
5.4 50 5/27/23 21:09 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 21:09 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 21:09 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 21:09 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 21:09 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 21:09 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 21:09 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
0.14 0.50 5/27/23 21:09 LBDg/L0.13 5/25/23SM21-23 6200B1Jsec-Butylbenzene
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 21:09 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 21:09 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 21:09 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 21:09 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 21:09 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 21:09 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 21:09 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 21:09 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 21:09 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 21:09 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 21:09 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 21:09 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 21:09 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 21:09 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 21:09 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 21:09 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 21:09 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 21:09 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 21:09 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
0.16 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B1JIsopropylbenzene (Cumene)
ND 0.50 5/27/23 21:09 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 21:09 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.26 5.0 5/27/23 21:09 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 21:09 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-07
Field Sample #: MW-9
Sample Matrix: Ground Water
Sampled: 5/18/2023 12:42
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 21:09 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 21:09 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 21:09 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 21:09 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 21:09 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 21:09 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 21:09 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 21:09 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 21:09 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 21:09 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 21:09 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 21:09 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 21:09 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 21:09 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 21:09 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 21:09 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 74.0 5/27/23 21:0970-130
Toluene-d8 96.6 5/27/23 21:0970-130
4-Bromofluorobenzene 88.1 5/27/23 21:0970-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-08
Field Sample #: MW-10
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:11
[TOC_2]23E2960-08[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
3.2 50 5/27/23 21:35 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 21:35 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 21:35 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 21:35 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 21:35 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 21:35 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 21:35 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 21:35 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 21:35 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 21:35 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 21:35 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 21:35 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 21:35 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 21:35 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 21:35 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 21:35 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 21:35 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 21:35 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 21:35 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 21:35 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 21:35 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 21:35 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 21:35 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 21:35 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 21:35 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 21:35 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 21:35 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 21:35 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 21:35 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.23 5.0 5/27/23 21:35 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 21:35 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-08
Field Sample #: MW-10
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:11
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 21:35 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 21:35 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 21:35 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 21:35 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 21:35 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 21:35 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 21:35 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 21:35 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 21:35 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 21:35 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 21:35 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 21:35 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 21:35 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 21:35 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 21:35 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 21:35 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 80.6 5/27/23 21:3570-130
Toluene-d8 95.6 5/27/23 21:3570-130
4-Bromofluorobenzene 89.0 5/27/23 21:3570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-09
Field Sample #: MW-11
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:42
[TOC_2]23E2960-09[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
2.0 50 5/27/23 22:01 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 22:01 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 22:01 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 22:01 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 22:01 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 22:01 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 22:01 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 22:01 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 22:01 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 22:01 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 22:01 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 22:01 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 22:01 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 22:01 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 22:01 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 22:01 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 22:01 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 22:01 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 22:01 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 22:01 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 22:01 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 22:01 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 22:01 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 22:01 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 22:01 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 22:01 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 22:01 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 22:01 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 22:01 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.21 5.0 5/27/23 22:01 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 22:01 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-09
Field Sample #: MW-11
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:42
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 22:01 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 22:01 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 22:01 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 22:01 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 22:01 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 22:01 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 22:01 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 22:01 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 22:01 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 22:01 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 22:01 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 22:01 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 22:01 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 22:01 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 22:01 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 22:01 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 78.9 5/27/23 22:0170-130
Toluene-d8 94.0 5/27/23 22:0170-130
4-Bromofluorobenzene 88.3 5/27/23 22:0170-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-10
Field Sample #: MW-12
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:28
[TOC_2]23E2960-10[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
2.1 50 5/27/23 22:27 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 22:27 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 22:27 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 22:27 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 22:27 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 22:27 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 22:27 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 22:27 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 22:27 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 22:27 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 22:27 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 22:27 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 22:27 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 22:27 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 22:27 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 22:27 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 22:27 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 22:27 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 22:27 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 22:27 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 22:27 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 22:27 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 22:27 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 22:27 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 22:27 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 22:27 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 22:27 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 22:27 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 22:27 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.28 5.0 5/27/23 22:27 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 22:27 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-10
Field Sample #: MW-12
Sample Matrix: Ground Water
Sampled: 5/18/2023 11:28
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 22:27 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 22:27 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 22:27 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 22:27 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 22:27 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 22:27 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 22:27 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 22:27 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 22:27 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 22:27 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 22:27 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 22:27 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 22:27 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 22:27 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 22:27 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 22:27 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 81.3 5/27/23 22:2770-130
Toluene-d8 98.4 5/27/23 22:2770-130
4-Bromofluorobenzene 89.1 5/27/23 22:2770-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-11
Field Sample #: AFVR-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:11
[TOC_2]23E2960-11[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
130 2500 5/27/23 23:20 LBDg/L100 5/25/23SM21-23 6200B50JAcetone
1800 25 5/27/23 23:20 LBDg/L9.2 5/25/23SM21-23 6200B50Benzene
ND 25 5/27/23 23:20 LBDg/L7.4 5/25/23SM21-23 6200B50Bromobenzene
ND 50 5/27/23 23:20 LBDg/L14 5/25/23SM21-23 6200B50Bromochloromethane
ND 25 5/27/23 23:20 LBDg/L7.9 5/25/23SM21-23 6200B50Bromodichloromethane
ND 50 5/27/23 23:20 LBDg/L20 5/25/23SM21-23 6200B50Bromoform
ND 100 5/27/23 23:20 LBDg/L66 5/25/23SM21-23 6200B50Bromomethane
130 250 5/27/23 23:20 LBDg/L84 5/25/23SM21-23 6200B50J2-Butanone (MEK)
28 25 5/27/23 23:20 LBDg/L7.5 5/25/23SM21-23 6200B50n-Butylbenzene
16 25 5/27/23 23:20 LBDg/L6.3 5/25/23SM21-23 6200B50Jsec-Butylbenzene
ND 25 5/27/23 23:20 LBDg/L7.1 5/25/23SM21-23 6200B50tert-Butylbenzene
ND 25 5/27/23 23:20 LBDg/L8.2 5/25/23SM21-23 6200B50Carbon Tetrachloride
ND 25 5/27/23 23:20 LBDg/L5.9 5/25/23SM21-23 6200B50Chlorobenzene
ND 2500 5/27/23 23:20 LBDg/L1000 5/25/23SM21-23 6200B50Ethanol
ND 25 5/27/23 23:20 LBDg/L10 5/25/23SM21-23 6200B50Chlorodibromomethane
ND 25 5/27/23 23:20 LBDg/L17 5/25/23SM21-23 6200B50Chloroethane
ND 25 5/27/23 23:20 LBDg/L7.0 5/25/23SM21-23 6200B50Chloroform
ND 30 5/27/23 23:20 LBDg/L25 5/25/23SM21-23 6200B50Chloromethane
ND 25 5/27/23 23:20 LBDg/L7.7 5/25/23SM21-23 6200B502-Chlorotoluene
ND 25 5/27/23 23:20 LBDg/L7.7 5/25/23SM21-23 6200B504-Chlorotoluene
ND 50 5/27/23 23:20 LBDg/L8.0 5/25/23SM21-23 6200B501,2-Dibromoethane (EDB)
ND 25 5/27/23 23:20 LBDg/L6.5 5/25/23SM21-23 6200B501,2-Dichlorobenzene
ND 25 5/27/23 23:20 LBDg/L6.8 5/25/23SM21-23 6200B501,3-Dichlorobenzene
ND 25 5/27/23 23:20 LBDg/L6.4 5/25/23SM21-23 6200B501,4-Dichlorobenzene
ND 25 5/27/23 23:20 LBDg/L8.0 5/25/23SM21-23 6200B50Dichlorodifluoromethane (Freon 12)
ND 25 5/27/23 23:20 LBDg/L6.8 5/25/23SM21-23 6200B501,1-Dichloroethane
ND 50 5/27/23 23:20 LBDg/L15 5/25/23SM21-23 6200B501,2-Dichloroethane
ND 25 5/27/23 23:20 LBDg/L7.0 5/25/23SM21-23 6200B501,1-Dichloroethylene
ND 25 5/27/23 23:20 LBDg/L7.0 5/25/23SM21-23 6200B50cis-1,2-Dichloroethylene
ND 25 5/27/23 23:20 LBDg/L8.6 5/25/23SM21-23 6200B50trans-1,2-Dichloroethylene
ND 25 5/27/23 23:20 LBDg/L9.7 5/25/23SM21-23 6200B501,2-Dichloropropane
ND 50 5/27/23 23:20 LBDg/L5.8 5/25/23SM21-23 6200B501,3-Dichloropropane
ND 25 5/27/23 23:20 LBDg/L17 5/25/23SM21-23 6200B502,2-Dichloropropane
ND 25 5/27/23 23:20 LBDg/L7.5 5/25/23SM21-23 6200B501,1-Dichloropropene
ND 50 5/27/23 23:20 LBDg/L8.2 5/25/23SM21-23 6200B50cis-1,3-Dichloropropene
ND 25 5/27/23 23:20 LBDg/L7.1 5/25/23SM21-23 6200B50trans-1,3-Dichloropropene
ND 25 5/27/23 23:20 LBDg/L10 5/25/23SM21-23 6200B50Diisopropyl Ether (DIPE)
2100 25 5/27/23 23:20 LBDg/L11 5/25/23SM21-23 6200B50Ethylbenzene
ND 250 5/27/23 23:20 LBDg/L60 5/25/23SM21-23 6200B502-Hexanone (MBK)
94 25 5/27/23 23:20 LBDg/L7.6 5/25/23SM21-23 6200B50Isopropylbenzene (Cumene)
9.0 25 5/27/23 23:20 LBDg/L6.3 5/25/23SM21-23 6200B50Jp-Isopropyltoluene (p-Cymene)
76 25 5/27/23 23:20 LBDg/L8.5 5/25/23SM21-23 6200B50Methyl tert-Butyl Ether (MTBE)
ND 250 5/27/23 23:20 LBDg/L8.8 5/25/23SM21-23 6200B50Methylene Chloride
ND 250 5/27/23 23:20 LBDg/L66 5/25/23SM21-23 6200B504-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-11
Field Sample #: AFVR-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:11
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
410 25 5/27/23 23:20 LBDg/L19 5/25/23SM21-23 6200B50Naphthalene
210 25 5/27/23 23:20 LBDg/L6.2 5/25/23SM21-23 6200B50n-Propylbenzene
ND 25 5/27/23 23:20 LBDg/L7.5 5/25/23SM21-23 6200B50Styrene
ND 25 5/27/23 23:20 LBDg/L6.8 5/25/23SM21-23 6200B501,1,2,2-Tetrachloroethane
ND 25 5/27/23 23:20 LBDg/L8.4 5/25/23SM21-23 6200B50Tetrachloroethylene
3700 25 5/27/23 23:20 LBDg/L11 5/25/23SM21-23 6200B50Toluene
ND 50 5/27/23 23:20 LBDg/L17 5/25/23SM21-23 6200B501,2,3-Trichlorobenzene
ND 25 5/27/23 23:20 LBDg/L15 5/25/23SM21-23 6200B501,2,4-Trichlorobenzene
ND 25 5/27/23 23:20 LBDg/L7.5 5/25/23SM21-23 6200B501,1,1-Trichloroethane
ND 25 5/27/23 23:20 LBDg/L9.6 5/25/23SM21-23 6200B501,1,2-Trichloroethane
ND 25 5/27/23 23:20 LBDg/L8.7 5/25/23SM21-23 6200B50Trichloroethylene
ND 25 5/27/23 23:20 LBDg/L7.7 5/25/23SM21-23 6200B50Trichlorofluoromethane (Freon 11)
ND 25 5/27/23 23:20 LBDg/L14 5/25/23SM21-23 6200B501,2,3-Trichloropropane
990 25 5/27/23 23:20 LBDg/L9.9 5/25/23SM21-23 6200B501,2,4-Trimethylbenzene
250 25 5/27/23 23:20 LBDg/L7.5 5/25/23SM21-23 6200B501,3,5-Trimethylbenzene
ND 1000 5/27/23 23:20 LBDg/L83 5/25/23SM21-23 6200B50Vinyl Acetate
ND 25 5/27/23 23:20 LBDg/L12 5/25/23SM21-23 6200B50Vinyl Chloride
3600 50 5/27/23 23:20 LBDg/L25 5/25/23SM21-23 6200B50m+p Xylene
1200 25 5/27/23 23:20 LBDg/L12 5/25/23SM21-23 6200B50o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 80.8 5/27/23 23:2070-130
Toluene-d8 93.5 5/27/23 23:2070-130
4-Bromofluorobenzene 90.8 5/27/23 23:2070-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-12
Field Sample #: AFVR-2
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:42
[TOC_2]23E2960-12[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 20000 5/27/23 23:46 LBDg/L800 5/25/23SM21-23 6200B400Acetone
3200 200 5/27/23 23:46 LBDg/L74 5/25/23SM21-23 6200B400Benzene
ND 200 5/27/23 23:46 LBDg/L59 5/25/23SM21-23 6200B400Bromobenzene
ND 400 5/27/23 23:46 LBDg/L110 5/25/23SM21-23 6200B400Bromochloromethane
ND 200 5/27/23 23:46 LBDg/L63 5/25/23SM21-23 6200B400Bromodichloromethane
ND 400 5/27/23 23:46 LBDg/L160 5/25/23SM21-23 6200B400Bromoform
ND 800 5/27/23 23:46 LBDg/L530 5/25/23SM21-23 6200B400Bromomethane
ND 2000 5/27/23 23:46 LBDg/L670 5/25/23SM21-23 6200B4002-Butanone (MEK)
ND 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B400n-Butylbenzene
ND 200 5/27/23 23:46 LBDg/L51 5/25/23SM21-23 6200B400sec-Butylbenzene
ND 200 5/27/23 23:46 LBDg/L57 5/25/23SM21-23 6200B400tert-Butylbenzene
ND 200 5/27/23 23:46 LBDg/L65 5/25/23SM21-23 6200B400Carbon Tetrachloride
ND 200 5/27/23 23:46 LBDg/L48 5/25/23SM21-23 6200B400Chlorobenzene
ND 20000 5/27/23 23:46 LBDg/L8100 5/25/23SM21-23 6200B400Ethanol
ND 200 5/27/23 23:46 LBDg/L80 5/25/23SM21-23 6200B400Chlorodibromomethane
ND 200 5/27/23 23:46 LBDg/L140 5/25/23SM21-23 6200B400Chloroethane
ND 200 5/27/23 23:46 LBDg/L56 5/25/23SM21-23 6200B400Chloroform
ND 240 5/27/23 23:46 LBDg/L200 5/25/23SM21-23 6200B400Chloromethane
ND 200 5/27/23 23:46 LBDg/L62 5/25/23SM21-23 6200B4002-Chlorotoluene
ND 200 5/27/23 23:46 LBDg/L62 5/25/23SM21-23 6200B4004-Chlorotoluene
ND 400 5/27/23 23:46 LBDg/L64 5/25/23SM21-23 6200B4001,2-Dibromoethane (EDB)
ND 200 5/27/23 23:46 LBDg/L52 5/25/23SM21-23 6200B4001,2-Dichlorobenzene
ND 200 5/27/23 23:46 LBDg/L55 5/25/23SM21-23 6200B4001,3-Dichlorobenzene
ND 200 5/27/23 23:46 LBDg/L51 5/25/23SM21-23 6200B4001,4-Dichlorobenzene
ND 200 5/27/23 23:46 LBDg/L64 5/25/23SM21-23 6200B400Dichlorodifluoromethane (Freon 12)
ND 200 5/27/23 23:46 LBDg/L55 5/25/23SM21-23 6200B4001,1-Dichloroethane
ND 400 5/27/23 23:46 LBDg/L120 5/25/23SM21-23 6200B4001,2-Dichloroethane
ND 200 5/27/23 23:46 LBDg/L56 5/25/23SM21-23 6200B4001,1-Dichloroethylene
ND 200 5/27/23 23:46 LBDg/L56 5/25/23SM21-23 6200B400cis-1,2-Dichloroethylene
ND 200 5/27/23 23:46 LBDg/L69 5/25/23SM21-23 6200B400trans-1,2-Dichloroethylene
ND 200 5/27/23 23:46 LBDg/L77 5/25/23SM21-23 6200B4001,2-Dichloropropane
ND 400 5/27/23 23:46 LBDg/L46 5/25/23SM21-23 6200B4001,3-Dichloropropane
ND 200 5/27/23 23:46 LBDg/L140 5/25/23SM21-23 6200B4002,2-Dichloropropane
ND 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B4001,1-Dichloropropene
ND 400 5/27/23 23:46 LBDg/L65 5/25/23SM21-23 6200B400cis-1,3-Dichloropropene
ND 200 5/27/23 23:46 LBDg/L57 5/25/23SM21-23 6200B400trans-1,3-Dichloropropene
ND 200 5/27/23 23:46 LBDg/L81 5/25/23SM21-23 6200B400Diisopropyl Ether (DIPE)
2300 200 5/27/23 23:46 LBDg/L88 5/25/23SM21-23 6200B400Ethylbenzene
ND 2000 5/27/23 23:46 LBDg/L480 5/25/23SM21-23 6200B4002-Hexanone (MBK)
120 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B400JIsopropylbenzene (Cumene)
ND 200 5/27/23 23:46 LBDg/L51 5/25/23SM21-23 6200B400p-Isopropyltoluene (p-Cymene)
220 200 5/27/23 23:46 LBDg/L68 5/25/23SM21-23 6200B400Methyl tert-Butyl Ether (MTBE)
ND 2000 5/27/23 23:46 LBDg/L71 5/25/23SM21-23 6200B400Methylene Chloride
ND 2000 5/27/23 23:46 LBDg/L530 5/25/23SM21-23 6200B4004-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-12
Field Sample #: AFVR-2
Sample Matrix: Ground Water
Sampled: 5/18/2023 13:42
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
960 200 5/27/23 23:46 LBDg/L150 5/25/23SM21-23 6200B400Naphthalene
230 200 5/27/23 23:46 LBDg/L50 5/25/23SM21-23 6200B400n-Propylbenzene
ND 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B400Styrene
ND 200 5/27/23 23:46 LBDg/L55 5/25/23SM21-23 6200B4001,1,2,2-Tetrachloroethane
ND 200 5/27/23 23:46 LBDg/L67 5/25/23SM21-23 6200B400Tetrachloroethylene
21000 200 5/27/23 23:46 LBDg/L89 5/25/23SM21-23 6200B400Toluene
ND 400 5/27/23 23:46 LBDg/L140 5/25/23SM21-23 6200B4001,2,3-Trichlorobenzene
ND 200 5/27/23 23:46 LBDg/L120 5/25/23SM21-23 6200B4001,2,4-Trichlorobenzene
ND 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B4001,1,1-Trichloroethane
ND 200 5/27/23 23:46 LBDg/L76 5/25/23SM21-23 6200B4001,1,2-Trichloroethane
ND 200 5/27/23 23:46 LBDg/L70 5/25/23SM21-23 6200B400Trichloroethylene
ND 200 5/27/23 23:46 LBDg/L62 5/25/23SM21-23 6200B400Trichlorofluoromethane (Freon 11)
ND 200 5/27/23 23:46 LBDg/L110 5/25/23SM21-23 6200B4001,2,3-Trichloropropane
2500 200 5/27/23 23:46 LBDg/L80 5/25/23SM21-23 6200B4001,2,4-Trimethylbenzene
640 200 5/27/23 23:46 LBDg/L60 5/25/23SM21-23 6200B4001,3,5-Trimethylbenzene
ND 8000 5/27/23 23:46 LBDg/L670 5/25/23SM21-23 6200B400Vinyl Acetate
ND 200 5/27/23 23:46 LBDg/L95 5/25/23SM21-23 6200B400Vinyl Chloride
8800 400 5/27/23 23:46 LBDg/L200 5/25/23SM21-23 6200B400m+p Xylene
4100 200 5/27/23 23:46 LBDg/L97 5/25/23SM21-23 6200B400o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 78.7 5/27/23 23:4670-130
Toluene-d8 95.9 5/27/23 23:4670-130
4-Bromofluorobenzene 89.6 5/27/23 23:4670-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-13
Field Sample #: DW-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 14:15
[TOC_2]23E2960-13[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 5/27/23 18:33 LBDg/L2.0 5/25/23SM21-23 6200B1Acetone
ND 0.50 5/27/23 18:33 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 18:33 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 18:33 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 18:33 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 18:33 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 18:33 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 18:33 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 18:33 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 18:33 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 18:33 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 18:33 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 18:33 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B1Chloroform
ND 0.60 5/27/23 18:33 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 18:33 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 18:33 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 18:33 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 18:33 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 18:33 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 18:33 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 18:33 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 18:33 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 18:33 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 18:33 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 18:33 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 18:33 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 18:33 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 18:33 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 18:33 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.32 5.0 5/27/23 18:33 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 18:33 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-13
Field Sample #: DW-1
Sample Matrix: Ground Water
Sampled: 5/18/2023 14:15
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 18:33 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 18:33 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 18:33 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 18:33 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 18:33 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 18:33 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 18:33 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 18:33 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 18:33 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 18:33 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 18:33 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 18:33 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 18:33 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 18:33 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 18:33 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 18:33 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 84.5 5/27/23 18:3370-130
Toluene-d8 98.1 5/27/23 18:3370-130
4-Bromofluorobenzene 84.5 5/27/23 18:3370-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-14
Field Sample #: TB
Sample Matrix: Trip Blank Water
Sampled: 5/18/2023 00:00
[TOC_2]23E2960-14[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
2.3 50 5/27/23 18:07 LBDg/L2.0 5/25/23SM21-23 6200B1JAcetone
ND 0.50 5/27/23 18:07 LBDg/L0.18 5/25/23SM21-23 6200B1Benzene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B1Bromobenzene
ND 1.0 5/27/23 18:07 LBDg/L0.28 5/25/23SM21-23 6200B1Bromochloromethane
ND 0.50 5/27/23 18:07 LBDg/L0.16 5/25/23SM21-23 6200B1Bromodichloromethane
ND 1.0 5/27/23 18:07 LBDg/L0.41 5/25/23SM21-23 6200B1Bromoform
ND 2.0 5/27/23 18:07 LBDg/L1.3 5/25/23SM21-23 6200B1Bromomethane
ND 5.0 5/27/23 18:07 LBDg/L1.7 5/25/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B1n-Butylbenzene
ND 0.50 5/27/23 18:07 LBDg/L0.13 5/25/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 5/27/23 18:07 LBDg/L0.16 5/25/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 5/27/23 18:07 LBDg/L0.12 5/25/23SM21-23 6200B1Chlorobenzene
ND 50 5/27/23 18:07 LBDg/L20 5/25/23SM21-23 6200B1Ethanol
ND 0.50 5/27/23 18:07 LBDg/L0.20 5/25/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 5/27/23 18:07 LBDg/L0.34 5/25/23SM21-23 6200B1Chloroethane
0.16 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B1JChloroform
ND 0.60 5/27/23 18:07 LBDg/L0.50 5/25/23SM21-23 6200B1Chloromethane
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B12-Chlorotoluene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B14-Chlorotoluene
ND 1.0 5/27/23 18:07 LBDg/L0.16 5/25/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 5/27/23 18:07 LBDg/L0.13 5/25/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 5/27/23 18:07 LBDg/L0.13 5/25/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 5/27/23 18:07 LBDg/L0.16 5/25/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 5/27/23 18:07 LBDg/L0.30 5/25/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 5/27/23 18:07 LBDg/L0.17 5/25/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 5/27/23 18:07 LBDg/L0.19 5/25/23SM21-23 6200B11,2-Dichloropropane
ND 1.0 5/27/23 18:07 LBDg/L0.12 5/25/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 5/27/23 18:07 LBDg/L0.35 5/25/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B11,1-Dichloropropene
ND 1.0 5/27/23 18:07 LBDg/L0.16 5/25/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 5/27/23 18:07 LBDg/L0.20 5/25/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 5/27/23 18:07 LBDg/L0.22 5/25/23SM21-23 6200B1Ethylbenzene
ND 5.0 5/27/23 18:07 LBDg/L1.2 5/25/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 5/27/23 18:07 LBDg/L0.13 5/25/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 5/27/23 18:07 LBDg/L0.17 5/25/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
0.29 5.0 5/27/23 18:07 LBDg/L0.18 5/25/23SM21-23 6200B1JMethylene Chloride
ND 5.0 5/27/23 18:07 LBDg/L1.3 5/25/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 5/20/2023
Work Order: 23E2960Sample Description:Project Location: Camden, NC
Sample ID: 23E2960-14
Field Sample #: TB
Sample Matrix: Trip Blank Water
Sampled: 5/18/2023 00:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 5/27/23 18:07 LBDg/L0.38 5/25/23SM21-23 6200B1Naphthalene
ND 0.50 5/27/23 18:07 LBDg/L0.12 5/25/23SM21-23 6200B1n-Propylbenzene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B1Styrene
ND 0.50 5/27/23 18:07 LBDg/L0.14 5/25/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 5/27/23 18:07 LBDg/L0.17 5/25/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 5/27/23 18:07 LBDg/L0.22 5/25/23SM21-23 6200B1Toluene
ND 1.0 5/27/23 18:07 LBDg/L0.34 5/25/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 5/27/23 18:07 LBDg/L0.30 5/25/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 5/27/23 18:07 LBDg/L0.19 5/25/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 5/27/23 18:07 LBDg/L0.17 5/25/23SM21-23 6200B1Trichloroethylene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 5/27/23 18:07 LBDg/L0.28 5/25/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 5/27/23 18:07 LBDg/L0.20 5/25/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 5/27/23 18:07 LBDg/L0.15 5/25/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 5/27/23 18:07 LBDg/L1.7 5/25/23SM21-23 6200B1Vinyl Acetate
ND 0.50 5/27/23 18:07 LBDg/L0.24 5/25/23SM21-23 6200B1Vinyl Chloride
ND 1.0 5/27/23 18:07 LBDg/L0.49 5/25/23SM21-23 6200B1m+p Xylene
ND 0.50 5/27/23 18:07 LBDg/L0.24 5/25/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 80.2 5/27/23 18:0770-130
Toluene-d8 97.9 5/27/23 18:0770-130
4-Bromofluorobenzene 88.9 5/27/23 18:0770-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
Prep Method: SW-846 5030B-SM21-23 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B341322 05/25/235 5.0023E2960-01 [MW-1]
B341322 05/25/230.05 5.0023E2960-02 [MW-2]
B341322 05/25/235 5.0023E2960-03 [MW-5]
B341322 05/25/235 5.0023E2960-04 [MW-6]
B341322 05/25/235 5.0023E2960-05 [MW-7]
B341322 05/25/235 5.0023E2960-06 [MW-8]
B341322 05/25/235 5.0023E2960-07 [MW-9]
B341322 05/25/235 5.0023E2960-08 [MW-10]
B341322 05/25/235 5.0023E2960-09 [MW-11]
B341322 05/25/235 5.0023E2960-10 [MW-12]
B341322 05/25/230.1 5.0023E2960-11 [AFVR-1]
B341322 05/25/230.0125 5.0023E2960-12 [AFVR-2]
B341322 05/25/235 5.0023E2960-13 [DW-1]
B341322 05/25/235 5.0023E2960-14 [TB]
[TOC_1]Sample Preparation Information[TOC]
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 B341322 - SW-846 5030B
[TOC_3]B341322[TOC]
Blank (B341322-BLK1) Prepared: 05/25/23 Analyzed: 05/27/23
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/L2.0ND
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/L1.0ND
1,2,4-Trichlorobenzene g/L0.50ND
[TOC_1]QC Data[TOC]
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 B341322 - SW-846 5030B
Blank (B341322-BLK1) Prepared: 05/25/23 Analyzed: 05/27/23
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/L20ND
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 81.420.4
g/L 25.0 70-130Surrogate: Toluene-d8 94.023.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 84.621.1
LCS (B341322-BS1) Prepared: 05/25/23 Analyzed: 05/27/23
Acetone g/L50 100 70-13095.495.4
Benzene g/L0.50 10.0 70-13081.88.18
Bromobenzene g/L0.50 10.0 70-13091.39.13
Bromochloromethane g/L0.50 10.0 70-13010410.4
Bromodichloromethane g/L0.50 10.0 70-13087.38.73
Bromoform g/L0.50 10.0 70-13010410.4
Bromomethane g/L2.0 10.0 L-0260-140144*14.4
2-Butanone (MEK)g/L5.0 100 70-13092.092.0
n-Butylbenzene g/L0.50 10.0 70-13099.19.91
sec-Butylbenzene g/L0.50 10.0 70-13095.39.53
tert-Butylbenzene g/L0.50 10.0 70-13095.69.56
Carbon Tetrachloride g/L0.50 10.0 70-13080.98.09
Chlorobenzene g/L0.50 10.0 70-13010910.9
Ethanol g/L50 100 70-13097.697.6
Chlorodibromomethane g/L0.50 10.0 70-13097.89.78
Chloroethane g/L0.50 10.0 60-14010510.5
Chloroform g/L0.50 10.0 70-13096.19.61
Chloromethane g/L0.60 10.0 60-14094.29.42
2-Chlorotoluene g/L0.50 10.0 70-13086.58.65
4-Chlorotoluene g/L0.50 10.0 70-13093.99.39
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13098.09.80
1,2-Dichlorobenzene g/L0.50 10.0 70-13097.49.74
1,3-Dichlorobenzene g/L0.50 10.0 70-13010210.2
1,4-Dichlorobenzene g/L0.50 10.0 70-13096.49.64
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14079.07.90
1,1-Dichloroethane g/L0.50 10.0 70-13091.09.10
1,2-Dichloroethane g/L0.50 10.0 70-13010510.5
1,1-Dichloroethylene g/L0.50 10.0 70-13010010.0
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13090.59.05
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13091.49.14
1,2-Dichloropropane g/L0.50 10.0 70-13097.99.79
1,3-Dichloropropane g/L0.50 10.0 70-13099.29.92
2,2-Dichloropropane g/L0.50 10.0 70-13073.57.35
1,1-Dichloropropene g/L0.50 10.0 70-13080.48.04
cis-1,3-Dichloropropene g/L0.50 10.0 70-13091.29.12
trans-1,3-Dichloropropene g/L0.50 10.0 70-13091.89.18
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 B341322 - SW-846 5030B
LCS (B341322-BS1) Prepared: 05/25/23 Analyzed: 05/27/23
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13091.39.13
Ethylbenzene g/L0.50 10.0 70-13010310.3
2-Hexanone (MBK)g/L5.0 100 70-130102102
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13010010.0
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13010110.1
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13089.48.94
Methylene Chloride g/L5.0 10.0 70-13010010.0
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-13098.098.0
Naphthalene g/L0.50 10.0 70-13010810.8
n-Propylbenzene g/L0.50 10.0 70-13096.89.68
Styrene g/L0.50 10.0 70-13010110.1
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13095.89.58
Tetrachloroethylene g/L0.50 10.0 70-13010010.0
Toluene g/L0.50 10.0 70-13010310.3
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13011611.6
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13012012.0
1,1,1-Trichloroethane g/L0.50 10.0 70-13084.58.45
1,1,2-Trichloroethane g/L0.50 10.0 70-13099.59.95
Trichloroethylene g/L0.50 10.0 70-13010110.1
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13010710.7
1,2,3-Trichloropropane g/L0.50 10.0 70-13093.49.34
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13090.09.00
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13092.49.24
Vinyl Acetate g/L20 100 70-13097.097.0
Vinyl Chloride g/L0.50 10.0 60-14096.79.67
m+p Xylene g/L1.0 20.0 70-13095.619.1
o-Xylene g/L0.50 10.0 70-13010510.5
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 83.620.9
g/L 25.0 70-130Surrogate: Toluene-d8 99.824.9
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 87.221.8
LCS Dup (B341322-BSD1) Prepared: 05/25/23 Analyzed: 05/27/23
Acetone g/L50 100 2570-130105 9.42105
Benzene g/L0.50 10.0 2570-13085.4 4.318.54
Bromobenzene g/L0.50 10.0 2570-13087.8 3.918.78
Bromochloromethane g/L0.50 10.0 2570-130108 3.7710.8
Bromodichloromethane g/L0.50 10.0 2570-13090.2 3.279.02
Bromoform g/L0.50 10.0 2570-130104 0.28710.4
Bromomethane g/L2.0 10.0 25 L-0260-140151 5.16*15.1
2-Butanone (MEK)g/L5.0 100 2570-130102 10.2102
n-Butylbenzene g/L0.50 10.0 2570-13098.4 0.7099.84
sec-Butylbenzene g/L0.50 10.0 2570-13098.0 2.799.80
tert-Butylbenzene g/L0.50 10.0 2570-13097.4 1.879.74
Carbon Tetrachloride g/L0.50 10.0 2570-13090.2 10.99.02
Chlorobenzene g/L0.50 10.0 2570-130104 4.9810.4
Ethanol g/L50 100 2570-130109 11.4109
Chlorodibromomethane g/L0.50 10.0 2570-13095.9 1.969.59
Chloroethane g/L0.50 10.0 2560-140107 2.2610.7
Chloroform g/L0.50 10.0 2570-13090.7 5.789.07
Chloromethane g/L0.60 10.0 2560-14094.2 0.009.42
2-Chlorotoluene g/L0.50 10.0 2570-13081.2 6.328.12
4-Chlorotoluene g/L0.50 10.0 2570-13090.8 3.369.08
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 B341322 - SW-846 5030B
LCS Dup (B341322-BSD1) Prepared: 05/25/23 Analyzed: 05/27/23
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-130104 6.1310.4
1,2-Dichlorobenzene g/L0.50 10.0 2570-13091.9 5.819.19
1,3-Dichlorobenzene g/L0.50 10.0 2570-130100 1.7810.0
1,4-Dichlorobenzene g/L0.50 10.0 2570-130101 4.5610.1
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14088.8 11.78.88
1,1-Dichloroethane g/L0.50 10.0 2570-13089.6 1.558.96
1,2-Dichloroethane g/L0.50 10.0 2570-130108 2.4510.8
1,1-Dichloroethylene g/L0.50 10.0 2570-130109 8.3410.9
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-13094.8 4.649.48
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-13094.2 3.029.42
1,2-Dichloropropane g/L0.50 10.0 2570-130103 5.0810.3
1,3-Dichloropropane g/L0.50 10.0 2570-130105 5.9710.5
2,2-Dichloropropane g/L0.50 10.0 2570-13076.7 4.267.67
1,1-Dichloropropene g/L0.50 10.0 2570-13093.6 15.29.36
cis-1,3-Dichloropropene g/L0.50 10.0 2570-13090.5 0.7709.05
trans-1,3-Dichloropropene g/L0.50 10.0 2570-13094.9 3.329.49
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-13094.3 3.239.43
Ethylbenzene g/L0.50 10.0 2570-130102 1.4610.2
2-Hexanone (MBK)g/L5.0 100 2570-130107 4.38107
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-13092.6 7.889.26
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-13097.1 4.239.71
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-13090.9 1.669.09
Methylene Chloride g/L5.0 10.0 2570-130106 5.6310.6
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130103 5.41103
Naphthalene g/L0.50 10.0 2570-130106 1.1210.6
n-Propylbenzene g/L0.50 10.0 2570-13097.2 0.4129.72
Styrene g/L0.50 10.0 2570-130102 0.69010.2
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-13096.7 0.9359.67
Tetrachloroethylene g/L0.50 10.0 2570-130107 6.6610.7
Toluene g/L0.50 10.0 2570-130104 0.67510.4
1,2,3-Trichlorobenzene g/L1.0 10.0 25 L-0770-130132 13.0*13.2
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130125 4.0012.5
1,1,1-Trichloroethane g/L0.50 10.0 2570-13090.4 6.759.04
1,1,2-Trichloroethane g/L0.50 10.0 2570-130101 1.1010.1
Trichloroethylene g/L0.50 10.0 2570-13097.0 3.649.70
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130114 6.1711.4
1,2,3-Trichloropropane g/L0.50 10.0 2570-13082.8 12.08.28
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13096.3 6.769.63
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-13089.6 3.088.96
Vinyl Acetate g/L20 100 2570-130102 4.90102
Vinyl Chloride g/L0.50 10.0 2560-14099.1 2.459.91
m+p Xylene g/L1.0 20.0 2570-13096.0 0.41819.2
o-Xylene g/L0.50 10.0 2570-130104 0.67110.4
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 84.621.2
g/L 25.0 70-130Surrogate: Toluene-d8 97.524.4
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 86.721.7
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
*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.
FLAG/QUALIFIER SUMMARY
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits.
Data validation is not affected since all results are "not detected" for associated samples in this batch and bias is
on the high side.
L-02
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]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-23 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]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-23 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
652North Carolina Div. of Water QualityNC 12/31/2023