RA-4406_26183_CA_MRP_20231006

ENVIRONMENTAL | CIVIL | GEOTECHNICAL

MONITORING REPORT HARRINGTON PROPERTY 1200 BROAD STREET FUQUAY-VARINA, WAKE COUNTY, NC NCDEQ INCIDENT NO. 26183 RISK CLASSIFICATION: L060D

OCTOBER 6, 2023 NCDEQ CONTRACT NO. N70522-A TASK AUTHORIZATION NO. 01 CATLIN PROJECT NO. 221196 PREPARED FOR: MS. LINDA BLALOCK 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; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 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 4 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 5
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 8 6.4 EVALUATION OF ASSESSMENT INFORMATION 9
7.0 CONCLUSIONS AND RECOMMENDATIONS 10
8.0 STATEMENTS AND CERTIFICATION 11
9.0 LIMITATIONS 11
10.0 REFERENCES 12

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023
TABLES
TABLE 1 SITE HISTORY – UST SYSTEM 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 – AUGUST 24, 2023
FIGURE 5 MONITORING WELL GROUNDWATER SAMPLE ANALYTICAL RESULTS –
AUGUST 24, 2023

APPENDICES APPENDIX A HISTORICAL DATA
APPENDIX B SITE PHOTOGRAPHS
APPENDIX C DAILY ACTIVITIES LOG AND FIELD DATA SHEETS
APPENDIX D LABORATORY ANALYTICAL REPORT AND CHAIN OF CUSTODY DOCUMENT

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 1 October 2023
1.0 SITE INFORMATION
Site Identification
Date: 10/06/2023 Site Risk/Priority Rank: L060D
UST Number: RA-4406 Incident Number: 26183
Site Name: Harrington Property Facility ID: Not Applicable
Site Location: 1200 Broad Street
Nearest City/Town: Fuquay-Varina County: Wake
Description of Geographical Data Point: Former UST basin
Location Method: Google Earth
Latitude (decimal degrees): 35.599777 Longitude (decimal degrees): -78.801167
Contacts Information
Former UST Owner: Unknown
Address: Unknown Phone: Unknown
Former UST Operator: Unknown
Address: Unknown Phone: Unknown
Property Owner: Bobby and Anne B. Harrington
Address: 302 Church Street, Fuquay-Varina, NC 27526 Phone: [phone]
Property Occupant: Tilley Brothers Body Shop
Address: 1200 Broad Street, Fuquay-Varina, NC 27526 Phone: [phone]
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: 01/27/2003
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 1,000-suspected kerosene UST
• One 575-gallon gasoline UST
• One 610-gallon heating oil UST
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CATLIN Project No. 221196 2 October 2023
2.0 EXECUTIVE SUMMARY
The Harrington Property site is located at 1200 Broad Street, Fuquay-Varina, Wake
County, North Carolina. Three underground storage tanks (USTs) were previously
operated at the site. One 1,000-gallon suspected kerosene UST was removed from the site in January 2003. One 575-gallon gasoline UST and one 610-gallon heating oil UST were removed from the site in May 2011. Petroleum releases were discovered during both the 2003 and 2011 tank closure activities.

The purpose of this report is to document the latest site assessment and monitoring activities. On August 24, 2023, CATLIN Engineers and Scientists (CATLIN) personnel conducted groundwater monitoring activities. Depth-to-water was measured at approximately 12.7 feet deep across the site. Groundwater samples
from four monitoring wells (MW-1, MW-02, MW-03, and MW-04) were collected. The
samples were submitted for laboratory analysis of VOCs per Standard Method (SM) 6200B [plus ethylene dibromide (EDB), methyl tert-butyl ether (MTBE), and diisopropyl ether (DIPE)].
Laboratory results indicated the presence of multiple VOCs above their respective
limits as established in Title 15A of the North Carolina Administrative Code, Subchapter 2L, Section .0202 Groundwater Quality Standards (2L GWQS), but below their Gross Contaminant Levels (GCLs), in the samples from MW-1, MW-02, and MW-03. The concentrations of the detected VOCs in MW-1, MW-02, and
MW-03 have increased since the March 2022 sampling event conducted by
CATLIN. During the site visit, CATLIN was unable to locate water supply well WSW-1. It was noted there is no evidence of the well and that the is potential the well was
destroyed when the house was previously demolished somewhere around 2013. In
addition, the Harrington Property owner said indicated the parcel which previously housed WSW-1 has potential of being re-developed for town homes. Based on the lack of evidence of WSW-1 and groundwater contaminant
concentrations below GCLs, CATLIN recommends the site be a candidate for No
Further Action (NFA) status with a Notice of Residual Petroleum (NRP) for both soil and groundwater. In addition, the remaining tetrachloroethylene should be investigated under the Inactive Hazardous Sites Branch (IHSB) program.
3.0 SCOPE OF SERVICES
The scope of services for this report was performed in general accordance with CATLIN proposal number 221196.01P, dated July 26, 2023. Services were authorized by the North Carolina Department of Environmental Quality’s (NCDEQ’s)
Task Authorization (TA) #01, accepted on July 27, 2023, and Contract Number
N70522-A.
The approved scope of services for this Task Authorization included to:
• Send out an agreement to the WSW-1 owner for abandonment;
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CATLIN Project No. 221196 3 October 2023
• Collect well dimensions for WSW-1 while on-site for sampling (if access is granted);
• Collect groundwater samples from four monitoring wells (MW-1, MW-02, MW-03, and MW-04);
• Analyze six water samples (four monitoring well samples, one equipment
rinsate blank, and one trip blank) according to SM 6200B (including EDB, MTBE, and DIPE); and
• Prepare and submit a monitoring report summarizing the findings.
During the site visit, CATLIN was unable to locate water supply well WSW-1. It was
noted there is no evidence of the well and that the is potential the well was destroyed when the house was previously demolished somewhere around 2013. Therefore, this well was not sampled. The remainder of the scope of services was conducted in general accordance with the approved TA.
4.0 SITE HISTORY AND CHARACTERIZATION The Harrington Property site is located at 1200 Broad Street, Fuquay-Varina, Wake County, North Carolina (Figures 1 and 2). Summarized historical sampling and
gauging data are provided in Appendix A and site photographs are presented in
Appendix B. 4.1 UST OWNER AND OPERATOR INFORMATION
Three orphan USTs were historically operated on-site. Tank information
(previous owners and operators, installation dates, etc.) is not available. Due to the possibility of impacted groundwater above regulatory limits, the site was recommended for acceptance into the North Carolina UST Section Trust Fund Branch State Lead Program (NCDENR, 2005).

Available information regarding UST owners and operators is presented in Table 1. 4.2 UST INFORMATION

Three USTs were previously operated at the site. One 1,000-gallon suspected kerosene UST was removed from the site in January 2003. According to the UST Tank Closure Report submitted by S&ME, Inc. (S&ME) in June 2011, two additional USTs (one 575-gallon gasoline and one
610-gallon heating oil UST) were removed from the site in May 2011. The
UST Tank Closure Report included conflicting information about the tank capacities. Therefore, it is unclear what their exact sizes were (Weston, 2003; S&ME, 2011).
Available UST system information is presented in Table 1 and the
approximate former UST basin and dispenser locations are illustrated on Figure 3.
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4.3 CONTAMINANT SOURCE INVENTORY An on-site release was discovered in 2003 during the initial 1000-gallon UST
removal activities, and another release was discovered during the 2011
575-gallon and 610-gallon UST removals. Analytical results of soil samples obtained during the 2003 site activities revealed total petroleum hydrocarbons (TPH) gasoline range organics (GRO) and diesel range organics (DRO) above the State Action Levels at the time. Analytical results
of soil samples obtained during the 2011 site activities detected TPH DRO
above the State Action Levels (GMA, 2007; S&ME, 2011). 4.4 SITE CHARACTERISTICS
The property is currently owned by Bobby and Anne Harrington and the store
structure is now used as an active automobile repair and restoration shop (Tilley Brothers Body Shop). The site is no longer used for petroleum retail. The parcel is comprised of the main shop building, two additional garage buildings, a residence, two covered parking structures, a paved/gravel
parking lot, and some grassy areas.
Site photographs are presented in Appendix B. 4.5 OWNERS AND OCCUPANTS OF ADJOINING/NEARBY PROPERTIES
AND LAND USE
Properties in the site vicinity are commercial businesses and agricultural land. Commercial businesses are present to the north, east, and southeast of the subject site. Across Broad Street and to the southwest, west, and
northwest of the site are agricultural lands. A retirement community lies
further to the northwest, across Broad Street. 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 Harrington Property site was conducted in 2007 by Groundwater Management Associates (GMA).
According to previous reports, municipal water is available to the site vicinity and the associated 1,500-foot radius. One inactive water supply well was identified approximately 400 feet southwest of the subject site (GMA, 2007). According to site reconnaissance conducted during this reporting period, it
appears that WSW-1 no longer exists. GMA also identified a pond, reportedly located 550 feet northeast of the site (GMA, 2007). This pond is not currently evident. At the present time, CATLIN
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noted the presence of a pond on Google Earth (March 9, 2021 image) located approximately 935 feet southwest of the site.
The subject site is not within a designated wellhead protection area as shown
on the North Carolina Department of Environment and Natural Resources (NCDENR now NCDEQ) Public Water Supply section website. Additionally, underground utilities are present in the area. Basements were not identified in the immediate or surrounding area (GMA, 2007).

Potential receptors are illustrated on Figure 2 and receptor information is shown in Table 2. 4.7 PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIVITIES

As discussed in the UST Tank Closure Report prepared by Weston Solutions, Inc. (Weston) in 2003, the initial release was discovered in 2003 during the closure activities associated with the 1,000-gallon UST. Following UST removal, approximately 199 tons of petroleum impacted soil were also
removed from the site. Confirmation soil sample laboratory analytical results
reported concentrations of TPH DRO and GRO above their respective State Action Levels (Weston, 2003). A Phase I Limited Site Assessment (LSA) was prepared by GMA in 2007.
The LSA documented the installation of one groundwater monitoring well
(MW-1) near the former 1,000-gallon UST. The laboratory analytical results of the groundwater sample collected from MW-1 reported several VOC concentrations in excess of their respective 2L GWQS (GMA, 2007).
On February 25, 2010, a geophysical survey was conducted at the site. The
survey identified two USTs on the western portion of the property. A possible third UST was tentatively identified on the southwest corner of the building on-site, however due to subsurface utilities in the area, the presence of a UST could not be confirmed (S&ME, 2011).

As discussed in the UST Tank Closure Report prepared by S&ME in 2011, two additional USTs (one gasoline and one heating oil) were removed from the site in May 2011. The third possible UST was determined to not be a tank, but rather the pedestal for an old dispensing pump (previously removed
at an unknown date). The concrete pad for the pedestal was removed during
the 2011 UST removal activities. Analytical results of soil samples obtained in 2011 revealed DRO above Stave Action Levels (S&ME, 2011). Records available on Laserfiche indicate that site visits and activities were
conducted periodically 2007 and 2013. On January 2013, light non-aqueous
phase liquid (LNAPL, aka free product) (1.58 feet thick) was observed in MW-1. An Aggressive Fluid Vapor Recovery (AFVR) event was subsequently conducted on March 12, 2013. Prior to the event, LNAPL was measured in MW-1 at a thickness of 0.46 feet. Reportedly, approximately five gallons of
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CATLIN Project No. 221196 6 October 2023
hydrocarbons (gasoline equivalent) were collected as LNAPL and 3.8 gallons were recovered in the vapor phase. LNAPL was not observed in MW-1 after the AFVR event (S&ME, 2013).

CATLIN sampled monitoring well MW-1 in July 2021. Multiple VOCs were detected in the groundwater sample from MW-1 at concentrations above 2L GWQS but below GCL (CATLIN, 2021).
In March 2022, CATLIN installed three shallow, Type II monitoring wells
(MW-02, MW-03, and MW-04). Two soil samples were collected [MW-03 (10-12’) and MW-04 (10-12’)] from the monitoring well borings and analyzed for VOCs, semi-VOCs, volatile petroleum hydrocarbons (VPH), and extractable petroleum hydrocarbons (EPH). Laboratory analysis detected multiple VOCs
in the MW-03 (10-12’) sample at concentrations greater than the soil-to-
groundwater (STGW) maximum soil contaminant concentrations (MSCCs) with several concentrations above the Residential MSCCs. Later in March 2022, CATLIN collected groundwater samples from the four on-site monitoring wells. Several petroleum constituents were reported above their
respective 2L GWQS in the samples from MW-1, MW-02, and MW-03. No
targeted analytes were above GCL (CATLIN, 2022). Summarized available historical sampling and gauging data 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 Piedmont physiographic province. The site is underlain by the Middendorf Formation, within the Coastal Plain
Belt. According to the 1985 Geologic Map of North Carolina, the rocks in this area consist of Cretaceous age sand and sandstones that are gray to pale-gray with an orange cast. According to GMA (2007), the site is immediately underlain by fine-to-
medium grained tan sand up to 4.5 feet below land surface (BLS). From 4.5
feet to eight feet BLS, mottled red and tan, fine, sandy, silty clay was predominately observed. From approximately 8-14 feet BLS, mottled red, tan, and gray clayey fine-to-medium sand was observed. From 14-25 feet BLS, red and tan, fine-to-coarse sand was present (GMA, 2007).
The boring logs generated from the March 2022 drilling activities, generally show all three borings as a combination of red-orange-brown clayey sands and sandy clays from 5-20 feet BLS with white-gray fine to coarse sands near 16 feet BLS (CATLIN, 2022).
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CATLIN Project No. 221196 7 October 2023
5.2 HYDROGEOLOGY Groundwater - The 2020 Visual Hydrogeologic Framework – North Carolina
Hydrogeological Database did not identify boreholes within 10 miles of the
site.

Surface Water – A former receptor survey identified a pond, reportedly located 550 feet northeast of the site (GMA, 2007). This pond is not currently
evident. At the present time, CATLIN noted the presence of a pond on
Google Earth (March 9, 2021 image) located approximately 935 feet southwest of the site. 6.0 SITE ASSESSMENT INFORMATION

CATLIN conducted field activities on August 24, 2023 in general accordance with the approved TA. Upon arrival at the site, potential hazards were evaluated before beginning field work and are documented on the Daily Activities Log. The Daily Activities Log is included in Appendix C. Photographs from the site visit are included
in Appendix B.
Field activities for this assessment included sampling four groundwater monitoring wells (MW-1, MW-02, MW-03, and MW-04) and searching for WSW-1, which was not able to be located. Well locations and site features are shown on Figure 3 and
well construction details are presented in Table 3.
6.1 GAUGING DATA Monitoring well MW-1 was installed in 2007, and limited gauging information
is available. Based on the available data, the depth to groundwater in MW-1
has varied from 11.57 feet below top of casing (BTOC) (2007) to 18.2 feet BTOC (2013). Depth to groundwater varied from 13.14 feet BTOC (MW-04) to 14.13 feet BTOC (MW-02) during the March 2022 sampling event conducted by CATLIN. Groundwater elevations and the current groundwater
flow direction is depicted on Figure 4. Previously, groundwater flow direction
has been calculated to be flowing to the south. During the August 2023 event, CATLIN personnel measured depth to water using an electronic water indicator probe. To prevent cross contamination,
the probe and cabling were decontaminated according to manufacturer’s
instructions after use in the well. Gauging data were recorded on electronic field data sheets using a tablet device. Gauging procedures were performed in general accordance with North Carolina Department of Environment and Natural Resources (NCDENR) and NCDEQ Guidelines, and Environmental
Protection Agency (EPA) Region 4 Operating Procedures.
Depth to water ranged from 11.95 feet BTOC (MW-04) to 13.11 feet BTOC (MW-02). LNAPL was not encountered during this event. Based on the
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CATLIN Project No. 221196 8 October 2023
gauging results, the groundwater flow direction was calculated to be toward the south.
The monitoring well gauging results for the August 2023 event are presented
in Table 3. The groundwater elevations and contours are presented on Figure 5 and the field data sheets 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, the monitoring wells were 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 field data sheets. Copies of the field data sheets 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 each well and poured into appropriate, laboratory-provided, pre-preserved glassware, labeled, and placed on ice in an insulated cooler. To verify that sampling equipment was decontaminated sufficiently between
wells, an equipment blank sample was collected from the electronic probe. Clean distilled water was allowed to cascade down the electronic probe and into appropriate, laboratory-provided, pre-preserved glassware. The glassware was labeled and placed on ice in an insulated cooler. Additionally, a laboratory-provided trip blank was also maintained in the cooler for the
duration of the sampling event. The monitoring well samples, equipment rinsate blank, and the laboratory-provided trip blank were submitted to Con-Test Analytical Laboratory (Certification NC 652 and NC-DW 25703) in East Longmeadow,
Massachusetts, under proper chain of custody (COC) protocol. 6.3 SUMMARY OF GROUNDWATER INFORMATION Historically, the sample from monitoring well MW-1 has contained petroleum
constituent concentrations above their 2L GWQS. LNAPL has not been measured in MW-1 during multiple gauging events (S&ME, 2013; CATLIN, 2021, 2022). Available historical sampling and gauging information prepared by other consultants is included in Appendix A.
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CATLIN Project No. 221196 9 October 2023
The latest groundwater sampling laboratory results for SM 6200B analysis are summarized in Table 4 and a summary of historical groundwater sampling laboratory results for events conducted by CATLIN is provided in
Table 5. Monitoring well sample analytical results are illustrated on Figure 5.
A copy of the complete laboratory report and COC documentation are included in Appendix D. Monitoring Wells

During the August 2023 monitoring event, four monitoring well groundwater samples (MW-1, MW-02, MW-03, and MW-04) were collected and submitted for analysis via SM 6200B (including EDB, MTBE, and DIPE). No analyte concentrations were detected above their respective GCLs in the samples.
Tetrachloroethylene was reported above the method detection limit in the
MW-03 sample, but below the 2L GWQS. Analytical results reported the following constituents at concentrations above their 2L GWQS in the following samples:
• MW-1: benzene, n-butylbenzene, sec-butylbenzene, ethylbenzene,
isopropylbenzene, p-isopropyltoluene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, and total xylenes;
• MW-02: tetrachloroethylene; and
• MW-03: benzene, n-butylbenzene, ethylbenzene, isopropylbenzene, naphthalene, n-propylbenzene, toluene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, and total xylenes.

Tetrachloroethylene is a chlorinated solvent and is not petroleum constituent and therefore, not related to the former UST system release. Equipment Rinsate Blank and Trip Blank

The equipment rinsate blank sample (EQ Rinse) and the laboratory-provided trip blank sample were submitted for analysis per SM 6200B (including EDB, MTBE, and IPE). A small concentration of toluene was detected in the EQ Rinse sample; it was significantly below the 2L GWQS. No additional target
analytes were detected in either the EQ Rinse sample or the trip blank
sample. 6.4 EVALUATION OF ASSESSMENT INFORMATION
Extent of Contamination
Multiple petroleum constituents were detected above their respective 2L GWQS in the sample from MW-1 and MW-03. A summary of monitoring well groundwater sample analytical results from the August 2023 sampling event
is illustrated on Figure 5. No LNAPL was detected during the August 2023
groundwater monitoring event. The dissolved-phase contaminant plume has not been vertically or horizontally delineated.
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CATLIN Project No. 221196 10 October 2023
Measurable LNAPL thickness has not been reported at this site. Dissolved-phase petroleum constituent concentrations above 2L GWQS persist in the
groundwater sample obtained from MW-1 and MW-03; additionally, the
concentrations detected during the August 2023 sampling event in the sample from MW-1 have generally increased since the previous sampling event (CATLIN, 2022).
Cleanup Levels Achieved

Soil – During the March 2022 soil boring and sampling activities associated with the monitoring well installations, soil samples were collected from the MW-03 and MW-04 borings [MW-03 (10-12’) and MW-04 (10-12’)]. The
laboratory analytical results from the MW-03 (10-12’) sample indicated the
presence of multiple analyte concentrations in excess of their respective STGW MSCCs; additionally, ethylbenzene, naphthalene, 1,2,4-trimethylbenzene, C5-C8 aliphatics, and C9-C22 aromatics exceeded their respective Residential MSCCs.

Groundwater – Groundwater contaminant concentrations are above 2L GWQS, but below GCL at the site. LNAPL – LNAPL has not been measured at the site.
7.0 CONCLUSIONS AND RECOMMENDATIONS
Conclusions
Groundwater monitoring findings for this period are summarized below:
• Four monitoring wells (MW-1, MW-02, MW-03, and MW-04) were sampled.
• Groundwater sample analytical results from MW-1, MW-02, and MW-03 per
SM 6200B plus EDB, MTBE, and DIPE revealed multiple VOCs detected above their respective 2L GWQS, but less than their respective GCL.
• LNAPL was not measured at the site.
• The dissolved phase contamination of petroleum constituents in the sample
from MW-1 and MW-3 have generally increased since the previous sampling event.
• Based on the receptor survey conducted in 2007, an inactive well was
identified approximately 400 feet southwest (downgradient of the site). The parcel that contains this WSW is currently an open field with no structures and WSW-1 was not located during the recent site visit. In addition, the Harrington property owner indicated there is potential that the parcel which previously housed WSW-1 may be re-developed into Townhouses.

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CATLIN Project No. 221196 11 October 2023
Recommendations

Based on the lack of evidence of WSW-1 and groundwater contaminant
concentrations below GCLs, CATLIN recommends the site be a candidate for NFA
status with a NRP for both soil and groundwater. In addition, the remaining
tetrachloroethylene should be investigated under the IHSB program.

8.0 STATEMENTS AND CERTIFICATION

1 Enter the date the monitoring report was due. October 6, 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, Sean J. O’Neil, a Licensed Engineering 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 engineering in North Carolina.
The certification number of the company or corporation is C-0585.

9.0 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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10.0 REFERENCES
CATLIN Engineers and Scientists, Monitoring Report, Harrington Property, 1200
Broad Street, Fuquay-Varina, Wake County, NC, NCDEQ Incident No.
26183, Risk Classification: L60D, August 31, 2021.
CATLIN Engineers and Scientists, Monitoring Report, Harrington Property, 1200
Broad Street, Fuquay-Varina, Wake County, NC, NCDEQ Incident No. 26183, Risk Classification: L60D, April 14, 2022.
Groundwater Management Associates, Inc. (GMA), Phase I Limited Site
Assessment, Harrington Property, 1200 Broad Street, Fuquay-Varina, Wake
County, FTF Incident #: TF-26183, May 22, 2007.
Horton, J. Wright, Jr. and Victor A. Zullo, An Introduction to the Geology of the Carolinas: The Geology of the Carolinas, pp 1-11.
Matthis, Jr., George C., NCDENR Letter, March 6, 2006.
Narkunas, J., Groundwater Evaluation in the Central Coastal Plain of North
Carolina, North Carolina Department of Natural Resources and Community
Development, 1980, pp 119.
NCDEQ, Division of Water Resources, 2020 Visual Hydrogeologic Framework,
North Carolina Hydrogeological Database, ncwater.org/?page=350.
NCDEQ, UST Section, North Carolina Department of Environmental Quality, Division of Waste Management, Corrective Action Guidelines, January 19, 2021.
NCDENR, UST Section, North Carolina Department of Environment and Natural
Resources, Division of Waste Management, Guidelines for Sampling,
December 1, 2013.
NCDENR, DWM, UST Section, Recommendation for State Lead Cleanup,
Harrington Property (Bobby), 1200 Broad Street, Fuquay-Varina, Wake County, Incident #26183, Low Risk Classification, From Bob Davies and
Mickey Roberts to George Matthis, June 30, 2005.
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.
S&ME, Inc., Underground Storage Tank Closure Report, Harrington Property, 1200
Broad Street, Fuquay-Varina, Wake County, NC, NCDENR Incident No. 26183, June 9, 2011.
S&ME, Inc., AFVR Event Report, TF-26183, Harrington Property, 1200 Broad
Street, Fuquay-Varina, NC, May 7, 2013.
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CATLIN Project No. 221196 13 October 2023
U.S. Department of Agriculture, Natural Resources Conservation Service, Web Soil Survey, https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx.
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.
Weston Solutions, Inc., Underground Storage Tank Closure Report, Parcel #12,
Bobby Harrington Property, 1200 Broad Street, Fuquay-Varina, Wake
County, NC, February 21, 2003.
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; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

TABLES
Page 1 of 1
TABLE 1
SITE HISTORY — UST SYSTEM AND OTHER RELEASE INFORMATION
Incident Name and No.: Harrington Property - 26183
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 Unknown Suspected
Kerosene
Suspected
Kerosene 1,000 Steel 48 x 216 Unknown 01/15/03
2 Unknown Unknown Unknown Gasoline Gasoline 575*Unknown 48 x 78 Unknown 05/04/11
3 Unknown Unknown Unknown Heating Oil Heating Oil 610*Unknown 42 x 96 Unknown 05/04/11
Incident
Number
Material
Released
Date Release
Discovered
(mm/dd/yy)
26183 Gasoline 01/27/03 and
02/25/10
UST 1 information obtained from GMA (2007).
UST 2 and UST 3 information obtained from S&ME (2011).
gal = gallons
Description of the Release
TPH concentrations exceeding State Action Levels were discovered in soil samples in January 2003 when the 1,000-
gallon UST was removed and also when the additional USTs were removed in May 2011.
* - These tank sizes were quoted in the S&ME Tank Closure Report (2011) text, but differing sizes are presented on the disposal manifest and UST-3 Form in the attachments.
NCDEQ; 26183_Harrington Property; T1_Site History
CATLIN Project No. 221196
CATLIN Engineers and Scientists
October 2023
Page 1 of 1
TABLE 2
Incident Name and No.: Harrington Property - 26183
Well ID Property
Address
Wake County
PIN Number
Owner Name
(Last, First, MI)
Owner Mailing
Address Well Use
Distance/
Direction
from
Source Area
(ft.)
Comment
WSW-1
1115 Wake
Chapel Rd
Fuquay-Varina,
NC 27526
27509
Ransdell, W.G.;
Sr. Heirs;
Ransdell, Philip
111 E Lakeside Dr
Fuquay-Varina, NC
27526
Destroyed 400 / SW House was demolished in
2013.
Receptor
ID Location Contact
Distance/
Direction from
Source Area (ft.)
Pond Southwest of Site —935 / SW
Historic water supply well information obtained from GMA (2007).
Surface receptor information obtained from Google Earth, 3/9/2021 image.
ft. = feet
Small pond
Description
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
NCDEQ; 26183_Harrington Property; T2_Receptor Info
CATLIN Project No. 221196
CATLIN Engineers and Scientists
October 2023
Page 1 of 1
TABLE 3
WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
Incident Name and No.: Harrington Property - 26183
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)*
Top of
Casing
Elevation
(ft.)
Free-Phase
Product
Thickness
Depth to
Groundwater
from Top of
Casing (ft.)
Groundwater
Elevation (ft.)Comments
07/27/21 NMT 12.49 87.83
03/29/22 NMT 14.08 86.24
08/24/23 NMT 12.74 87.58
03/29/22 NMT 14.13 85.87
08/24/23 NMT 13.11 86.89
03/29/22 NMT 14.11 86.40
08/24/23 NMT 12.86 87.65
03/29/22 NMT 13.14 87.30
08/24/23 NMT 11.95 88.49
NMT = No Measurable Thickness
100.32
20
20
* = Data obtained from GMA (2007).
ft. BLS = feet Below Land Surface
100.44
100.51
100.0020
25
10-20
10-20
10-20
5-25
10
10
10
5
2.0
2.0
2.0
2.0
03/11/22
03/11/22
03/11/22
04/12/07
MW-04
MW-03
MW-02
MW-1
NCDEQ; 26183_Harrington Property; T3_Well Construction & Gauging
CATLIN Project No. 221196
CATLIN Engineers and Scientists
October 2023
Page 1 of 1
TABLE 4
Incident Name and No.: Harrington Property - 26183
Date
Collected
(mm/dd/yy)
08/24/23 570 410 110 1,000 210 47 290 690 <1.7 ƚ 5,700 2,200 1,400 5,800 BMDL
08/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 2.2 <0.22 <0.20 <0.15 <0.73 BMDL
08/24/23 1,100 84 28 2,000 180 12 490 560 <0.84 ƚ 1,500 3,200 990 9,400 BMDL
08/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 0.67 <0.22 <0.20 <0.15 <0.73 BMDL
08/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 <0.17 <0.22 <0.20 <0.15 <0.73 BMDL
08/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 <0.17 0.50 <0.20 <0.15 <0.73 BMDL
All results in micrograms per liter (µg/L).
BMDL = Below Method Detection Limit (refer to analytical report for a complete list of analytes and detection limits)
GCL = Gross Contaminant Level
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
Bold results indicate concentrations above 2L GWQS.
Eq. = Equipment
ƚ = The Method Detection Limit is above the 2L GWQS.
SUMMARY OF GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Contaminant of
Concern
Benzenen-Butylbenzene28,500
400 All Other SM 6200B AnalytesWell/
Sample ID
MW-1
MW-04
MW-03
Eq. Rinse
Trip Blank Ethylbenzenesec-Butylbenzene MW-02
GCL (µg/L)
2L GWQS (µg/L)
24,100
400
50,000
500
Varies
Varies
8,800
70
80,000
600
260,000
600
5,000
1
5,900
70 1,3,5-TrimethylbenzeneTotal Xylenes26,100
70Isopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Naphthalene n-Propylbenzene30,500
70
11,700
25
6,000
6
700
0.7Tetrachloroethylene Toluene1,2,4-TrimethylbenzeneNCDEQ; 26183_Harrington Property; T4_GW Results (SM 6200B)
CATLIN Project No. 221196
CATLIN Engineers and Scientists
October 2023
Page 1 of 1
TABLE 5
Incident Name and No.: Harrington Property - 26183
Date
Collected
(mm/dd/yy)
07/27/21 63 J 68 <38 210 61 15 290 83 29 110 220 <4.0 ƚ 1,100 1,800 500 2,830 BMDL
03/29/22 98 J 59 120 260 64 <3.4 210 73 25 65 190 <3.7 ƚ 340 1,300 410 1,690 BMDL
08/24/23 <20 570 <17 410 110 <1.4 1,000 210 47 290 690 <1.7 ƚ 5,700 2,200 1,400 5,800 BMDL
03/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.17 <0.21 <0.11 <0.097 <0.24 <0.086 1.4 <0.22 <0.20 <0.11 <0.69 BMDL
08/24/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.38 <0.12 2.2 <0.22 <0.20 <0.15 <0.73 BMDL
03/29/22 27 J 57 50 11 4.1 <0.84 130 17 0.85 J 21 32 <0.94 ƚ 140 260 63 750 BMDL
08/24/23 <10 1,100 <8.4 84 28 <0.70 2,000 180 12 490 560 <0.84 ƚ 1,500 3,200 990 9,400 BMDL
03/29/22 <2.0 <0.20 <1.6 0.96 0.97 <0.50 <0.21 0.60 1.1 2.4 <0.086 0.47 J <0.22 5.9 <0.11 0.90 J*BMDL
08/24/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.38 <0.12 0.67 <0.22 <0.20 <0.15 <0.73 BMDL
All results in micrograms per liter (µg/L).
BMDL = Below Method Detection Limit (refer to analytical report for a complete list of analytes and detection limits)
GCL = Gross Contaminant Level
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
Bold results indicate concentrations above 2L GWQS.
ƚ = The Method Detection Limit is above the 2L GWQS.
* = The value represents the sum of the reported practical quantitation limit of one analyte and the detected concentration of the other analyte.
J = Detected but below the Reporting Limit (lowest calibration standard); result is an estimated concentration (CLP J-Flag).TolueneMW-1 p-Isopropyltoluene (p-Cymene)Naphthalene n-PropylbenzeneSUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Contaminant of
Concern
AcetoneBenzene2-Butanone (MEK)n-Butylbenzenesec-Butylbenzene ChloroformEthylbenzeneIsopropylbenzene (Cumene)1,3,5-TrimethylbenzeneTotal Xylenes1,2,4-TrimethylbenzeneAll Other SM 6200B AnalytesWell/
Sample ID
Tetrachloroethylene8,800
70
70,000
70
80,000
600
GCL (µg/L)
2L GWQS (µg/L)
6,000,000
6,000
28,500
400
MW-02
24,100
400
50,000
500
Varies
Varies
MW-04
700
0.7
260,000
600
MW-03
30,500
70
11,700
25
6,000
6
26,100
70
5,000
1
4,000,000
4,000
5,900
70
NCDEQ; 26183_Harrington Property; T5_Historical GW
CATLIN Project No. 221196
CATLIN Engineers and Scientists
October 2023

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

FIGURES
SITE LOCATION
BROAD ST
JUDD PKWYUS HWY 40Copyright:© 2013 National Geographic Society, i-cubed
FIGUREPROJECTTITLE
1HARRINGTON PROPERTY1200 BROAD STREETFUQUAY-VARINA, NC SITE VICINITY MAP
2,000 0 2,000 4,0001,000
Feet
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY26183221196OCT 2023 AS SHOWN KMC/SJO
³
!(P
SITE LOCATION
B
R
O
A
D S
T
JUDD PKWY
WSW-1
1 ,0 0 0 F EET RADIUS
250F E ET RADIU
S
POND
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
FIGUREPROJECTTITLE
2HARRINGTON PROPERTY1200 BROAD STREETFUQUAY-VARINA, NC POTENTIAL RECEPTOR MAP
500 0 500 1,000250
Feet
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY26183221196OCT 2023 AS SHOWN KMC/SJO
³
NOTE: Well locations were obtained from previous reports
prepared by other consultants and are approximate.
Inactive PotableWater Supply Well!(P
LEGEND
!(P
!>
!>
!>
!>
B
R
O
A
D S
T MW-1
FORMER FUEL OIL UST
FORMERGASOLINEUSTFORMERDISPENSER
FORMER 1,000-GAL.UST MW-02
MW-03
MW-04
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
FIGUREPROJECTTITLE
3HARRINGTON PROPERTY1200 BROAD STREETFUQUAY-VARINA, NC SITE MAP
20 0 20 4010
Feet
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY26183221196OCT 2023 AS SHOWN KMC/SJO
³
NOTE: Well and tank locations were obtained from previous
reports prepared by other consultants and are approximate.
Monitoring Well (Type II)!>
LEGEND
Approximate Location of Former UST System
Parcel Boundary
!(P
!>
!>
!>
!><<B
R
O
A
D S
T
MW-1(87.58)
MW-02(86.89)
MW-03(87.65)
MW-04(88.49)87.7587.508 8 .0 0
87.258 8 .2 5
87.00Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
FIGUREPROJECTTITLE
4HARRINGTON PROPERTY1200 BROAD STREETFUQUAY-VARINA, NC
GROUNDWATER ELEVATION –AUGUST 24, 2023
20 0 20 4010
Feet
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY26183221196OCT 2023 AS SHOWN KMC/SJO
³
NOTES: 1. Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.2. The groundwater elevation contour interval is 0.25 feet.
Gauged Monitoring Well (Type II)!>
LEGEND
Approximate Location of Former UST System
Parcel Boundary
Groundwater Elevation(Feet)(##)
Groundwater Contour
Groundwater Flow Direction<
!(P
!>
!>
!>
!>
B
R
O
A
D S
T
MW-1
MW-02**
MW-03
MW-04
ESTIMATED HORIZONTAL EXTENT OF 2L GWQS EXCEEDANCES
?????Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
FIGUREPROJECTTITLE
5HARRINGTON PROPERTY1200 BROAD STREETFUQUAY-VARINA, NC
MONITORING WELLGROUNDWATER SAMPLEANALYTICAL RESULTS –AUGUST 24, 2023
20 0 20 4010
Feet
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY26183221196OCT 2023 AS SHOWN KMC/SJO
³
NOTES: 1. Well and tank locations were obtained from previous reportsprepared by other consultants and are approximate.2. ** = Tetrachloroethylene not related to former UST system; source unknown.
Sampled Monitoring Well (Type II)!>
LEGEND
Approximate Location of Former UST System
Parcel Boundary
Incident Name and No.: Harrington Property - 26183
DateCollected
08/24/23 570 410 110 1,000 210 47 290 690 <1.7 ƚ 5,700 2,200 1,400 5,80008/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 2.2 <0.22 <0.20 <0.15 <0.7308/24/23 1,100 84 28 2,000 180 12 490 560 <0.84 ƚ 1,500 3,200 990 9,40008/24/23 <0.18 <0.15 <0.13 <0.22 <0.15 <0.13 <0.38 <0.12 0.67 <0.22 <0.20 <0.15 <0.73
All results in micrograms per liter (µg/L).B old results are above 2L GWQS.Refer to Table 4 for all results and notes.
MW-02
8,80070 p-Isopropyltoluene (p-Cymene)Toluene7000.7 50,000500
Well/ Sample IDMW-1
6,0006 26,10070 28,500400 24,100400GCL (µg/L)2L GWQS (µg/L) 5,0001 5,90070 30,50070
MW-04MW-03
80,000600 11,70025 260,000600
SUMMARY OF GROUNDWATER LABORATORY RESULTS - STANDARD METHOD 6200B
Contaminant of Concern
Benzenen-ButylbenzeneIsopropylbenzene (Cumene)Naphthalene n-Propylbenzene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesTetrachloroethylenesec-Butylbenzene Ethylbenzene

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

APPENDICES

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

APPENDIX A HISTORICAL DATA
APPENDIX A HISTORICAL DATA (GMA; 2007)NCDEQ; 26183_Harrington Property CATLIN Project No. 221196CATLIN Engineers and Scientists October 2023Table 4. Summary of Groundwater Sampling Analytical Results Bobby Harrington Property Fuquay-Varina, Wake County TF-26183 EPA Methods 6210D & 625 Well ID Date Collected benzene toluene ethyl benzene total xyleoes naphthalene MWl 4/13/2007 540 9000 2210 13,010 295 2L Standard (ug/L) 1 1000 550 530 21 GCL (ug/L) 5000 257,500 84,500 87,500 15,500 Surface Water Standard (ug/L) 71.4 11 524 670 102 lOX Surface Water Standard (ug/L) 714 110 5240 6700 1020 EPA Methods 6210D & 625 Well ID Date Collected 1,3,5-tri-metbyl-p-isopropyl-sec-n-propyl chloroform benzene toluene butylbenzene benzene MWl 4/13/2007 805 42 25 458 8.1 2L Standard (ug/L) 350 NSE 70 70 70 GCL (ug/L) 25,000 NSE 8500 30,000 70,000 Surface Water Standard (ug/L) 620 320 41 77.5 470 lOX Surface Water Standard (ug/L) 6200 3200 410 775 4,700 MADEP Method EPHIVP/1 Well ID Date Collected C5-C8 C9-C18 C19-C36 C9-C22 aliphatks aliphatics aliphatics aromatics MWl 4/13/2007 16.000 33.590 < 100 9590 2L Standard (ug/L) 420 4200 42,000 210 GCL (ug/L) NSE NSE NSE NSE Surface Water Standard (ug/L) NSE NSE NSE NSE lOX Surface Water Standard (ug/L) NSE NSE NSE NSE ] j isopropyl-t ,2,4-tri-methyl-benzene benzene 143 2610 70 350 25,000 28,500 310 380 3100 3800 504.1 303() C EDB lead 8.3 113 0.0004 15 50 15,000 0.8 25 8 250 Groundwater water sample MWl was collected on April 13, 2007, with the exception of the sample to be analyzed for lead, which was collected on May 3, 2007. All concentrations shown are expressed in micrograms per liter (ug/L), which is equivalent to parts per billion (ppb). GCL = gross contaminant levels NSE = no standard established EDB = ethylene dibromide 2L = groundwater standards as established under 15A NCAC 2L Bold = Concentrations above Detectable Limits Shaded = Concentrations exceed 2L groundwater standards J
Monitoring Well gauging Data, AFVR Event Report, S&ME, May 7, 2013APPENDIX A HISTORICAL DATA (GMA; 2007)NCDEQ; 26183_Harrington Property CATLIN Project No. 221196CATLIN Engineers and Scientists October 2023WeHID Date Installed I ~ MW-1 4/12/2007 Notes: Table 1 Well Construction Details and Depth to Water and Product Harrington Property Well Casing Depth ;•,', (ft. bgs.) . -0.0-5.0 1200 North Broad Street Fuquay Varina, Wake County, North Carolina NCDENR Incident No. 26183 S&ME Project No. 1054-11-3054A Screen Total Depth Date Interval (ft. bgs.) Measured •. ' :(~. bgs.) 4/12/2007 5.0-25.0 25 1/11/2013 3/12/2012* 3/12/2013** Deptb.t() Product· (ft. BTOC) --16.62 15.52 --. -~ ··ncwth to Free Product Water Thickness . . . {ft._BTOe, (ft.) 11.57 --18.2 1.58 15.98 0.46 16.64 --Monitor well construction details obtained from the Phase I Limited Site Assessment performed by Groundwater Management Associates, Inc. on May 22, 2007. ft. bgs.: feet below ground surface ft. BTOC: feet below top of casing *: measured prior to the AFVR **: measured post AFVR ·.

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

APPENDIX B SITE PHOTOGRAPHS
APPENDIX B SITE PHOTOGRAPHS – AUGUST 24, 2023
NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists CATLIN Project No. 221196 October 2023

View of the site, facing north.

View of MW-1, facing northeast.

APPENDIX B SITE PHOTOGRAPHS – AUGUST 24, 2023
NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists CATLIN Project No. 221196 October 2023

View of MW-02, facing North.

View of MW-03, facing east.

APPENDIX B SITE PHOTOGRAPHS – AUGUST 24, 2023
NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists CATLIN Project No. 221196 October 2023

View of MW-04, facing southeast.

View of Assumed previous location of WSW-1.

APPENDIX B SITE PHOTOGRAPHS – AUGUST 24, 2023
NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists CATLIN Project No. 221196 October 2023

View of property from the front facing west.

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

APPENDIX C
DAILY ACTIVITIES LOG AND
FIELD DATA SHEETS

Page_of _
_d;~CATLIN DAILY ACTIVITIES LOG
Engineers and Scientists
CATLIN DAY: r'4,v'fe/!,tc.u DATE: r/z,1/./ -'2.. J' PROJECT: Harrington Property
WEATHER: ;r'o,(' S/• IA •-v
V .
CATLIN PROJECT#: 221196 REPORT BY:
CLIENT'S NAME: NCDEQ-SLP CATLIN A/~ ----
SUBCONTRACTORS: CREW:
TIME ACTIVITY
START END START STOP VEHICLE#: ODOMETER: ODOMETER: >< a:, "~ /,; U>,',11/;d-V ,_ ,,,_
tl6 ~· tJ. ~ C.'u "w#' UJIC,,.A,_J.., ,;>· ~ • ~« -.l---,/'~(
'-'tl-t; ~(JO C&3, ().,.,. f1r /IA4Q V • .,
l~t,C) 'Z-tf5 :XU,,, oiodl --n,A / < 1-lf, etJ.lts/aJJ5
Z.lrS 1-t,J~ IAt>k~J w 1. ,i,,, , J ~ ..fi,».; k LJ,-cf;.,.,.,~~ t' -.t ~ --IS IAJt;tj-f ~ IIP-r ~~~~+--f6.L--,.J-.<cdl ~-t-fo v.J t,,,/J-.-It,~~ -
~'i iP~l:i<'k.J tA ,.,., Zol~. L/i 111/ I~ ~e..( M i/te> -/ )An ,-J/ ,.,,d) ~
l\.a. J. 4.i-l(l \\,, \1. ~,,.._ +o , ·-1A·-.vl o st Oef /J~~ nJ.-~j?,,G (,41 ,.
\~\J, 1£/t Jo F,'11,t:lt cal:.1 J.foo s.,,,,41,s 111 /o/,. b/"1K-+o " l+1ce,,. ~ 1-..!--L ~ -. . ,
0
START END VEHICLE#: ODOMETER: ODOMETER:
EQUIPMENT USED EQUIPMENT USED EQUIPMENT USED OTHER EQUIP. USED
D.O. Meter YSI GPS Unit
Generator Redi-Flo Pump Bailers
Slug Test Equipment Geopump Sampling Supplies
pH/Temp. Meter Conductivity Pen Tubing
PID/FID Meter Water Level Indicator PPE Level C or D
Approval of data for final report can only be made by CATLIN Engineers and Scientists and cannot be conveyed on this form.
This is a field copy and is subject to review and revision.
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-1 12.26
12.74 2.001
NMT 6.002
25 10.004
2
Method:Bailer Purge Start Time:11:13
Required Bails for 3 Well Volumes:26 Purge Stop Time:11:23
Required Bails for 5 Well Volumes:42 Was Well Purged Dry?No
Number of Bails Removed:21 Sample Time:11:23
Groundwater Removed (gal):5.0
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
11:13 55.51 3.11 6.04 247.02 53.53
11:14 78.95 1.90 5.69 232.44 53.67
11:15 78.26 1.78 5.69 201.55 53.70
11:16 77.32 1.61 5.73 174.90 53.66
11:17 76.88 1.58 5.73 157.80 53.63
11:18 76.79 1.43 5.74 147.32 53.71
11:19 75.97 1.38 5.72 142.40 53.57
11:20 76.14 1.36 5.72 140.48 53.50
11:21 76.15 1.35 5.72 140.20 53.52
11:22 76.40 1.39 5.70 141.00 53.57
Laboratory:Con-Test Analysis:
Well Data
Well ID
Depth to Product (ft below TOC)
Total Well Depth (ft)
Purging Information Information
Volume of Groundwater in Well
Well Diameter (inches)
GROUNDWATER SAMPLING FORM
Water Column (ft below TOC)
One Well Volume (gal)
Three Well Volumes (gal)
Five Well Volumes (gal)
6200B
Laboratory Analysis Information
Geochemical Parameters
Depth to Water (ft below TOC)
Moderate turbidity; light brown. Sheen present.
Aqua Troll 600
Turbidity and Additional
Sampling Notes
NCDEQ-SLP, Linda Blalock
Monitoring Well Information
Nate Newman
8/24/2023
Harrington Property
221196.01
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-02 6.89
13.11 1.124
NMT 3.373
20 5.622
2
Method:Bailer Purge Start Time:11:49
Required Bails for 3 Well Volumes:15 Purge Stop Time:11:57
Required Bails for 5 Well Volumes:24 Was Well Purged Dry?No
Number of Bails Removed:21 Sample Time:11:57
Groundwater Removed (gal):5.0
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
11:49 58.19 2.85 4.94 173.50 55.05
11:50 59.23 2.33 4.83 197.95 54.99
11:51 61.59 2.40 4.81 211.89 55.03
11:52 64.08 2.48 4.78 220.74 55.05
11:53 67.03 2.53 4.74 230.74 55.03
11:54 66.84 2.53 4.76 232.90 55.15
11:55 67.50 2.52 4.75 238.29 55.12
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
Moderate turbidity; light brown.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Harrington Property Nate Newman
221196.01 8/24/2023
NCDEQ-SLP, Linda Blalock
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-03 7.14
12.86 1.165
NMT 3.496
20 5.826
2
Method:Bailer Purge Start Time:11:33
Required Bails for 3 Well Volumes:15 Purge Stop Time:11:40
Required Bails for 5 Well Volumes:25 Was Well Purged Dry?No
Number of Bails Removed:21 Sample Time:11:40
Groundwater Removed (gal):5.0
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
11:34 231.34 1.45 6.38 170.91 54.42
11:35 225.98 1.43 6.40 152.36 54.42
11:36 220.16 1.54 6.41 130.17 54.39
11:37 210.26 1.62 6.40 109.75 54.36
11:38 205.59 1.66 6.40 94.48 54.39
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
Moderate turbidity; light brown.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Harrington Property Nate Newman
221196.01 8/24/2023
NCDEQ-SLP, Linda Blalock
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 8.05
11.95 1.314
NMT 3.941
20 6.569
2
Method:Bailer Purge Start Time:10:59
Required Bails for 3 Well Volumes:17 Purge Stop Time:11:06
Required Bails for 5 Well Volumes:28 Was Well Purged Dry?No
Number of Bails Removed:21 Sample Time:11:06
Groundwater Removed (gal):5.0
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
11:00 60.75 1.94 4.61 297.96 53.26
11:01 70.20 2.00 4.59 301.72 52.98
11:02 71.73 2.06 4.57 305.57 52.95
11:03 70.47 2.05 4.56 307.15 53.06
11:04 65.20 2.06 4.56 309.08 53.13
11:05 64.88 2.04 4.56 310.19 53.29
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
Moderate turbidity; light brown.
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Harrington Property Nate Newman
221196.01 8/24/2023
NCDEQ-SLP, Linda Blalock
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)

NCDEQ; 26183_Harrington Property CATLIN Engineers and Scientists
CATLIN Project No. 221196 October 2023

APPENDIX D

LABORATORY ANALYTICAL REPORT AND
CHAIN OF CUSTODY DOCUMENT

39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
October 3, 2023
Sean O’Neil
CATLIN Engineers & Scientists
1044 Washington Street
Raleigh, NC 27605
Project Location: Fuquay- Varina, NC
Client Job Number:
Project Number: 221196
Laboratory Work Order Number: 23H3799
Enclosed are results of analyses for samples as received by the laboratory on August 25, 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 6
Sample Results 7
23H3799-01 7
23H3799-02 9
23H3799-03 11
23H3799-04 13
23H3799-05 15
23H3799-06 17
Sample Preparation Information 19
QC Data 20
Volatile Organic Compounds by GC/MS 20
B350423 20
B350532 24
Flag/Qualifier Summary 25
Certifications 26
Chain of Custody/Sample Receipt 28
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
10/3/2023
CATLIN Engineers & Scientists
1044 Washington Street
Raleigh, NC 27605
ATTN: Sean O’Neil
221196
23H3799
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
Fuquay- Varina, NC
230824-2
Eq. Rinse 23H3799-01 Water -
SM21-23 6200B
MW-1 23H3799-02 Ground Water SM21-23 6200B
MW-02 23H3799-03 Ground Water SM21-23 6200B
MW-03 23H3799-04 Ground Water SM21-23 6200B
MW-04 23H3799-05 Ground Water SM21-23 6200B
Trip Blank 23H3799-06 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:23H3799-06Trip Blank
No Results Detected
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]
EXECUTIVE SUMMARY
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H3799-01Eq. Rinse
DL
Toluene 0.50 0.50 g/L SM21-23 6200B0.22
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H3799-02MW-1
DL
1,2,4-Trimethylbenzene 2200 250 g/L SM21-23 6200B99
1,3,5-Trimethylbenzene 1400 5.0 g/L SM21-23 6200B1.5
Benzene 570 5.0 g/L SM21-23 6200B1.8
Ethylbenzene 1000 5.0 g/L SM21-23 6200B2.2
Isopropylbenzene (Cumene)210 5.0 g/L SM21-23 6200B1.5
m+p Xylene 4100 500 g/L SM21-23 6200B250
Naphthalene 290 5.0 g/L SM21-23 6200B3.8
n-Butylbenzene 410 5.0 g/L SM21-23 6200B1.5
n-Propylbenzene 690 5.0 g/L SM21-23 6200B1.2
o-Xylene 1700 250 g/L SM21-23 6200B120
p-Isopropyltoluene (p-Cymene)47 5.0 g/L SM21-23 6200B1.3
sec-Butylbenzene 110 5.0 g/L SM21-23 6200B1.3
Toluene 5700 250 g/L SM21-23 6200B110
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H3799-03MW-02
DL
Tetrachloroethylene 2.2 0.50 g/L SM21-23 6200B0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H3799-04MW-03
DL
1,2,4-Trimethylbenzene 3200 120 g/L SM21-23 6200B50
1,3,5-Trimethylbenzene 990 2.5 g/L SM21-23 6200B0.75
Benzene 1100 120 g/L SM21-23 6200B46
Ethylbenzene 2000 120 g/L SM21-23 6200B55
Isopropylbenzene (Cumene)180 2.5 g/L SM21-23 6200B0.76
m+p Xylene 7400 250 g/L SM21-23 6200B120
Naphthalene 490 2.5 g/L SM21-23 6200B1.9
n-Butylbenzene 84 2.5 g/L SM21-23 6200B0.75
n-Propylbenzene 560 2.5 g/L SM21-23 6200B0.62
o-Xylene 2000 120 g/L SM21-23 6200B61
p-Isopropyltoluene (p-Cymene)12 2.5 g/L SM21-23 6200B0.63
sec-Butylbenzene 28 2.5 g/L SM21-23 6200B0.63
Toluene 1500 120 g/L SM21-23 6200B56
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H3799-05MW-04
DL
Tetrachloroethylene 0.67 0.50 g/L SM21-23 6200B0.17
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) 23H3799-02,-04 due to a high concentration of target compounds.
REVISED 10-03-23: The results for ethylbenzene have been updated with the correct value.
[TOC_1]Case Narrative[TOC]
SM21-23 6200B
Qualifications:
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
23H3799-02[MW-1], 23H3799-04[MW-03]
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: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-01
Field Sample #: Eq. Rinse
Sample Matrix: Water
Sampled: 8/24/2023 10:45
[TOC_2]23H3799-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/29/23 11:29 MFFg/L2.0 8/29/23SM21-23 6200B1Acetone
ND 0.50 8/29/23 11:29 MFFg/L0.18 8/29/23SM21-23 6200B1Benzene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B1Bromobenzene
ND 1.0 8/29/23 11:29 MFFg/L0.28 8/29/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/29/23 11:29 MFFg/L0.16 8/29/23SM21-23 6200B1Bromodichloromethane
ND 1.0 8/29/23 11:29 MFFg/L0.41 8/29/23SM21-23 6200B1Bromoform
ND 2.0 8/29/23 11:29 MFFg/L1.3 8/29/23SM21-23 6200B1Bromomethane
ND 5.0 8/29/23 11:29 MFFg/L1.7 8/29/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/29/23 11:29 MFFg/L0.13 8/29/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/29/23 11:29 MFFg/L0.16 8/29/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/29/23 11:29 MFFg/L0.12 8/29/23SM21-23 6200B1Chlorobenzene
ND 50 8/29/23 11:29 MFFg/L20 8/29/23SM21-23 6200B1Ethanol
ND 0.50 8/29/23 11:29 MFFg/L0.20 8/29/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/29/23 11:29 MFFg/L0.34 8/29/23SM21-23 6200B1Chloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B1Chloroform
ND 0.60 8/29/23 11:29 MFFg/L0.50 8/29/23SM21-23 6200B1Chloromethane
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/29/23 11:29 MFFg/L0.16 8/29/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/29/23 11:29 MFFg/L0.13 8/29/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/29/23 11:29 MFFg/L0.13 8/29/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/29/23 11:29 MFFg/L0.16 8/29/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.30 8/29/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/29/23 11:29 MFFg/L0.17 8/29/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/29/23 11:29 MFFg/L0.19 8/29/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/29/23 11:29 MFFg/L0.12 8/29/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/29/23 11:29 MFFg/L0.35 8/29/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/29/23 11:29 MFFg/L0.16 8/29/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/29/23 11:29 MFFg/L0.20 8/29/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/29/23 11:29 MFFg/L0.22 8/29/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/29/23 11:29 MFFg/L1.2 8/29/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/29/23 11:29 MFFg/L0.13 8/29/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/29/23 11:29 MFFg/L0.17 8/29/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/29/23 11:29 MFFg/L0.18 8/29/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/29/23 11:29 MFFg/L1.3 8/29/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-01
Field Sample #: Eq. Rinse
Sample Matrix: Water
Sampled: 8/24/2023 10:45
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/29/23 11:29 MFFg/L0.38 8/29/23SM21-23 6200B1Naphthalene
ND 0.50 8/29/23 11:29 MFFg/L0.12 8/29/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B1Styrene
ND 0.50 8/29/23 11:29 MFFg/L0.14 8/29/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.17 8/29/23SM21-23 6200B1Tetrachloroethylene
0.50 0.50 8/29/23 11:29 MFFg/L0.22 8/29/23SM21-23 6200B1Toluene
ND 1.0 8/29/23 11:29 MFFg/L0.34 8/29/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/29/23 11:29 MFFg/L0.30 8/29/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.19 8/29/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/29/23 11:29 MFFg/L0.17 8/29/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 1.0 8/29/23 11:29 MFFg/L0.28 8/29/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/29/23 11:29 MFFg/L0.20 8/29/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/29/23 11:29 MFFg/L0.15 8/29/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/29/23 11:29 MFFg/L1.7 8/29/23SM21-23 6200B1Vinyl Acetate
ND 0.50 8/29/23 11:29 MFFg/L0.24 8/29/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/29/23 11:29 MFFg/L0.49 8/29/23SM21-23 6200B1m+p Xylene
ND 0.50 8/29/23 11:29 MFFg/L0.24 8/29/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 92.0 8/29/23 11:2970-130
Toluene-d8 99.5 8/29/23 11:2970-130
4-Bromofluorobenzene 102 8/29/23 11:2970-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-02
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:23
[TOC_2]23H3799-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 500 8/29/23 19:18 MFFg/L20 8/29/23SM21-23 6200B10Acetone
570 5.0 8/29/23 19:18 MFFg/L1.8 8/29/23SM21-23 6200B10Benzene
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B10Bromobenzene
ND 10 8/29/23 19:18 MFFg/L2.8 8/29/23SM21-23 6200B10Bromochloromethane
ND 5.0 8/29/23 19:18 MFFg/L1.6 8/29/23SM21-23 6200B10Bromodichloromethane
ND 10 8/29/23 19:18 MFFg/L4.1 8/29/23SM21-23 6200B10Bromoform
ND 20 8/29/23 19:18 MFFg/L13 8/29/23SM21-23 6200B10Bromomethane
ND 50 8/29/23 19:18 MFFg/L17 8/29/23SM21-23 6200B102-Butanone (MEK)
410 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B10n-Butylbenzene
110 5.0 8/29/23 19:18 MFFg/L1.3 8/29/23SM21-23 6200B10sec-Butylbenzene
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B10tert-Butylbenzene
ND 5.0 8/29/23 19:18 MFFg/L1.6 8/29/23SM21-23 6200B10Carbon Tetrachloride
ND 5.0 8/29/23 19:18 MFFg/L1.2 8/29/23SM21-23 6200B10Chlorobenzene
ND 500 8/29/23 19:18 MFFg/L200 8/29/23SM21-23 6200B10Ethanol
ND 5.0 8/29/23 19:18 MFFg/L2.0 8/29/23SM21-23 6200B10Chlorodibromomethane
ND 5.0 8/29/23 19:18 MFFg/L3.4 8/29/23SM21-23 6200B10Chloroethane
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B10Chloroform
ND 6.0 8/29/23 19:18 MFFg/L5.0 8/29/23SM21-23 6200B10Chloromethane
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B102-Chlorotoluene
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B104-Chlorotoluene
ND 5.0 8/29/23 19:18 MFFg/L1.6 8/29/23SM21-23 6200B101,2-Dibromoethane (EDB)
ND 5.0 8/29/23 19:18 MFFg/L1.3 8/29/23SM21-23 6200B101,2-Dichlorobenzene
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B101,3-Dichlorobenzene
ND 5.0 8/29/23 19:18 MFFg/L1.3 8/29/23SM21-23 6200B101,4-Dichlorobenzene
ND 5.0 8/29/23 19:18 MFFg/L1.6 8/29/23SM21-23 6200B10Dichlorodifluoromethane (Freon 12)
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B101,1-Dichloroethane
ND 5.0 8/29/23 19:18 MFFg/L3.0 8/29/23SM21-23 6200B101,2-Dichloroethane
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B101,1-Dichloroethylene
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B10cis-1,2-Dichloroethylene
ND 5.0 8/29/23 19:18 MFFg/L1.7 8/29/23SM21-23 6200B10trans-1,2-Dichloroethylene
ND 5.0 8/29/23 19:18 MFFg/L1.9 8/29/23SM21-23 6200B101,2-Dichloropropane
ND 5.0 8/29/23 19:18 MFFg/L1.2 8/29/23SM21-23 6200B101,3-Dichloropropane
ND 5.0 8/29/23 19:18 MFFg/L3.5 8/29/23SM21-23 6200B102,2-Dichloropropane
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B101,1-Dichloropropene
ND 5.0 8/29/23 19:18 MFFg/L1.6 8/29/23SM21-23 6200B10cis-1,3-Dichloropropene
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B10trans-1,3-Dichloropropene
ND 5.0 8/29/23 19:18 MFFg/L2.0 8/29/23SM21-23 6200B10Diisopropyl Ether (DIPE)
1000 5.0 8/29/23 19:18 MFFg/L2.2 8/29/23SM21-23 6200B10Ethylbenzene
ND 50 8/29/23 19:18 MFFg/L12 8/29/23SM21-23 6200B102-Hexanone (MBK)
210 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B10Isopropylbenzene (Cumene)
47 5.0 8/29/23 19:18 MFFg/L1.3 8/29/23SM21-23 6200B10p-Isopropyltoluene (p-Cymene)
ND 5.0 8/29/23 19:18 MFFg/L1.7 8/29/23SM21-23 6200B10Methyl tert-Butyl Ether (MTBE)
ND 50 8/29/23 19:18 MFFg/L1.8 8/29/23SM21-23 6200B10Methylene Chloride
ND 50 8/29/23 19:18 MFFg/L13 8/29/23SM21-23 6200B104-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-02
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:23
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
290 5.0 8/29/23 19:18 MFFg/L3.8 8/29/23SM21-23 6200B10Naphthalene
690 5.0 8/29/23 19:18 MFFg/L1.2 8/29/23SM21-23 6200B10n-Propylbenzene
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B10Styrene
ND 5.0 8/29/23 19:18 MFFg/L1.4 8/29/23SM21-23 6200B101,1,2,2-Tetrachloroethane
ND 5.0 8/29/23 19:18 MFFg/L1.7 8/29/23SM21-23 6200B10Tetrachloroethylene
5700 250 8/31/23 18:33 LBDg/L110 8/30/23SM21-23 6200B500Toluene
ND 10 8/29/23 19:18 MFFg/L3.4 8/29/23SM21-23 6200B101,2,3-Trichlorobenzene
ND 5.0 8/29/23 19:18 MFFg/L3.0 8/29/23SM21-23 6200B101,2,4-Trichlorobenzene
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B101,1,1-Trichloroethane
ND 5.0 8/29/23 19:18 MFFg/L1.9 8/29/23SM21-23 6200B101,1,2-Trichloroethane
ND 5.0 8/29/23 19:18 MFFg/L1.7 8/29/23SM21-23 6200B10Trichloroethylene
ND 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B10Trichlorofluoromethane (Freon 11)
ND 10 8/29/23 19:18 MFFg/L2.8 8/29/23SM21-23 6200B101,2,3-Trichloropropane
2200 250 8/31/23 18:33 LBDg/L99 8/30/23SM21-23 6200B5001,2,4-Trimethylbenzene
1400 5.0 8/29/23 19:18 MFFg/L1.5 8/29/23SM21-23 6200B101,3,5-Trimethylbenzene
ND 200 8/29/23 19:18 MFFg/L17 8/29/23SM21-23 6200B10Vinyl Acetate
ND 5.0 8/29/23 19:18 MFFg/L2.4 8/29/23SM21-23 6200B10Vinyl Chloride
4100 500 8/31/23 18:33 LBDg/L250 8/30/23SM21-23 6200B500m+p Xylene
1700 250 8/31/23 18:33 LBDg/L120 8/30/23SM21-23 6200B500o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 90.9 8/29/23 19:1870-130
1,2-Dichloroethane-d4 92.3 8/31/23 18:3370-130
Toluene-d8 97.4 8/29/23 19:1870-130
Toluene-d8 100 8/31/23 18:3370-130
4-Bromofluorobenzene 106 8/29/23 19:1870-130
4-Bromofluorobenzene 101 8/31/23 18:3370-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-03
Field Sample #: MW-02
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:57
[TOC_2]23H3799-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/29/23 18:25 MFFg/L2.0 8/29/23SM21-23 6200B1Acetone
ND 0.50 8/29/23 18:25 MFFg/L0.18 8/29/23SM21-23 6200B1Benzene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B1Bromobenzene
ND 1.0 8/29/23 18:25 MFFg/L0.28 8/29/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/29/23 18:25 MFFg/L0.16 8/29/23SM21-23 6200B1Bromodichloromethane
ND 1.0 8/29/23 18:25 MFFg/L0.41 8/29/23SM21-23 6200B1Bromoform
ND 2.0 8/29/23 18:25 MFFg/L1.3 8/29/23SM21-23 6200B1Bromomethane
ND 5.0 8/29/23 18:25 MFFg/L1.7 8/29/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/29/23 18:25 MFFg/L0.13 8/29/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/29/23 18:25 MFFg/L0.16 8/29/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/29/23 18:25 MFFg/L0.12 8/29/23SM21-23 6200B1Chlorobenzene
ND 50 8/29/23 18:25 MFFg/L20 8/29/23SM21-23 6200B1Ethanol
ND 0.50 8/29/23 18:25 MFFg/L0.20 8/29/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/29/23 18:25 MFFg/L0.34 8/29/23SM21-23 6200B1Chloroethane
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B1Chloroform
ND 0.60 8/29/23 18:25 MFFg/L0.50 8/29/23SM21-23 6200B1Chloromethane
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/29/23 18:25 MFFg/L0.16 8/29/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/29/23 18:25 MFFg/L0.13 8/29/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/29/23 18:25 MFFg/L0.13 8/29/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/29/23 18:25 MFFg/L0.16 8/29/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethane
ND 0.50 8/29/23 18:25 MFFg/L0.30 8/29/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/29/23 18:25 MFFg/L0.17 8/29/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/29/23 18:25 MFFg/L0.19 8/29/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/29/23 18:25 MFFg/L0.12 8/29/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/29/23 18:25 MFFg/L0.35 8/29/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/29/23 18:25 MFFg/L0.16 8/29/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/29/23 18:25 MFFg/L0.20 8/29/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/29/23 18:25 MFFg/L0.22 8/29/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/29/23 18:25 MFFg/L1.2 8/29/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/29/23 18:25 MFFg/L0.13 8/29/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/29/23 18:25 MFFg/L0.17 8/29/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/29/23 18:25 MFFg/L0.18 8/29/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/29/23 18:25 MFFg/L1.3 8/29/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-03
Field Sample #: MW-02
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:57
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/29/23 18:25 MFFg/L0.38 8/29/23SM21-23 6200B1Naphthalene
ND 0.50 8/29/23 18:25 MFFg/L0.12 8/29/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B1Styrene
ND 0.50 8/29/23 18:25 MFFg/L0.14 8/29/23SM21-23 6200B11,1,2,2-Tetrachloroethane
2.2 0.50 8/29/23 18:25 MFFg/L0.17 8/29/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/29/23 18:25 MFFg/L0.22 8/29/23SM21-23 6200B1Toluene
ND 1.0 8/29/23 18:25 MFFg/L0.34 8/29/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/29/23 18:25 MFFg/L0.30 8/29/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/29/23 18:25 MFFg/L0.19 8/29/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/29/23 18:25 MFFg/L0.17 8/29/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 1.0 8/29/23 18:25 MFFg/L0.28 8/29/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/29/23 18:25 MFFg/L0.20 8/29/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/29/23 18:25 MFFg/L0.15 8/29/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/29/23 18:25 MFFg/L1.7 8/29/23SM21-23 6200B1Vinyl Acetate
ND 0.50 8/29/23 18:25 MFFg/L0.24 8/29/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/29/23 18:25 MFFg/L0.49 8/29/23SM21-23 6200B1m+p Xylene
ND 0.50 8/29/23 18:25 MFFg/L0.24 8/29/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 93.4 8/29/23 18:2570-130
Toluene-d8 100 8/29/23 18:2570-130
4-Bromofluorobenzene 100 8/29/23 18:2570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-04
Field Sample #: MW-03
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:40
[TOC_2]23H3799-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 250 8/29/23 19:44 MFFg/L10 8/29/23SM21-23 6200B5Acetone
1100 120 8/31/23 19:25 LBDg/L46 8/30/23SM21-23 6200B250Benzene
ND 2.5 8/29/23 19:44 MFFg/L0.74 8/29/23SM21-23 6200B5Bromobenzene
ND 5.0 8/29/23 19:44 MFFg/L1.4 8/29/23SM21-23 6200B5Bromochloromethane
ND 2.5 8/29/23 19:44 MFFg/L0.79 8/29/23SM21-23 6200B5Bromodichloromethane
ND 5.0 8/29/23 19:44 MFFg/L2.0 8/29/23SM21-23 6200B5Bromoform
ND 10 8/29/23 19:44 MFFg/L6.6 8/29/23SM21-23 6200B5Bromomethane
ND 25 8/29/23 19:44 MFFg/L8.4 8/29/23SM21-23 6200B52-Butanone (MEK)
84 2.5 8/29/23 19:44 MFFg/L0.75 8/29/23SM21-23 6200B5n-Butylbenzene
28 2.5 8/29/23 19:44 MFFg/L0.63 8/29/23SM21-23 6200B5sec-Butylbenzene
ND 2.5 8/29/23 19:44 MFFg/L0.71 8/29/23SM21-23 6200B5tert-Butylbenzene
ND 2.5 8/29/23 19:44 MFFg/L0.82 8/29/23SM21-23 6200B5Carbon Tetrachloride
ND 2.5 8/29/23 19:44 MFFg/L0.59 8/29/23SM21-23 6200B5Chlorobenzene
ND 250 8/29/23 19:44 MFFg/L100 8/29/23SM21-23 6200B5Ethanol
ND 2.5 8/29/23 19:44 MFFg/L1.0 8/29/23SM21-23 6200B5Chlorodibromomethane
ND 2.5 8/29/23 19:44 MFFg/L1.7 8/29/23SM21-23 6200B5Chloroethane
ND 2.5 8/29/23 19:44 MFFg/L0.70 8/29/23SM21-23 6200B5Chloroform
ND 3.0 8/29/23 19:44 MFFg/L2.5 8/29/23SM21-23 6200B5Chloromethane
ND 2.5 8/29/23 19:44 MFFg/L0.77 8/29/23SM21-23 6200B52-Chlorotoluene
ND 2.5 8/29/23 19:44 MFFg/L0.77 8/29/23SM21-23 6200B54-Chlorotoluene
ND 2.5 8/29/23 19:44 MFFg/L0.80 8/29/23SM21-23 6200B51,2-Dibromoethane (EDB)
ND 2.5 8/29/23 19:44 MFFg/L0.65 8/29/23SM21-23 6200B51,2-Dichlorobenzene
ND 2.5 8/29/23 19:44 MFFg/L0.68 8/29/23SM21-23 6200B51,3-Dichlorobenzene
ND 2.5 8/29/23 19:44 MFFg/L0.64 8/29/23SM21-23 6200B51,4-Dichlorobenzene
ND 2.5 8/29/23 19:44 MFFg/L0.80 8/29/23SM21-23 6200B5Dichlorodifluoromethane (Freon 12)
ND 2.5 8/29/23 19:44 MFFg/L0.68 8/29/23SM21-23 6200B51,1-Dichloroethane
ND 2.5 8/29/23 19:44 MFFg/L1.5 8/29/23SM21-23 6200B51,2-Dichloroethane
ND 2.5 8/29/23 19:44 MFFg/L0.70 8/29/23SM21-23 6200B51,1-Dichloroethylene
ND 2.5 8/29/23 19:44 MFFg/L0.70 8/29/23SM21-23 6200B5cis-1,2-Dichloroethylene
ND 2.5 8/29/23 19:44 MFFg/L0.86 8/29/23SM21-23 6200B5trans-1,2-Dichloroethylene
ND 2.5 8/29/23 19:44 MFFg/L0.97 8/29/23SM21-23 6200B51,2-Dichloropropane
ND 2.5 8/29/23 19:44 MFFg/L0.58 8/29/23SM21-23 6200B51,3-Dichloropropane
ND 2.5 8/29/23 19:44 MFFg/L1.7 8/29/23SM21-23 6200B52,2-Dichloropropane
ND 2.5 8/29/23 19:44 MFFg/L0.75 8/29/23SM21-23 6200B51,1-Dichloropropene
ND 2.5 8/29/23 19:44 MFFg/L0.82 8/29/23SM21-23 6200B5cis-1,3-Dichloropropene
ND 2.5 8/29/23 19:44 MFFg/L0.71 8/29/23SM21-23 6200B5trans-1,3-Dichloropropene
ND 2.5 8/29/23 19:44 MFFg/L1.0 8/29/23SM21-23 6200B5Diisopropyl Ether (DIPE)
2000 120 8/31/23 19:25 LBDg/L55 8/30/23SM21-23 6200B250Ethylbenzene
ND 25 8/29/23 19:44 MFFg/L6.0 8/29/23SM21-23 6200B52-Hexanone (MBK)
180 2.5 8/29/23 19:44 MFFg/L0.76 8/29/23SM21-23 6200B5Isopropylbenzene (Cumene)
12 2.5 8/29/23 19:44 MFFg/L0.63 8/29/23SM21-23 6200B5p-Isopropyltoluene (p-Cymene)
ND 2.5 8/29/23 19:44 MFFg/L0.85 8/29/23SM21-23 6200B5Methyl tert-Butyl Ether (MTBE)
ND 25 8/29/23 19:44 MFFg/L0.88 8/29/23SM21-23 6200B5Methylene Chloride
ND 25 8/29/23 19:44 MFFg/L6.6 8/29/23SM21-23 6200B54-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-04
Field Sample #: MW-03
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:40
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
490 2.5 8/29/23 19:44 MFFg/L1.9 8/29/23SM21-23 6200B5Naphthalene
560 2.5 8/29/23 19:44 MFFg/L0.62 8/29/23SM21-23 6200B5n-Propylbenzene
ND 2.5 8/29/23 19:44 MFFg/L0.75 8/29/23SM21-23 6200B5Styrene
ND 2.5 8/29/23 19:44 MFFg/L0.68 8/29/23SM21-23 6200B51,1,2,2-Tetrachloroethane
ND 2.5 8/29/23 19:44 MFFg/L0.84 8/29/23SM21-23 6200B5Tetrachloroethylene
1500 120 8/31/23 19:25 LBDg/L56 8/30/23SM21-23 6200B250Toluene
ND 5.0 8/29/23 19:44 MFFg/L1.7 8/29/23SM21-23 6200B51,2,3-Trichlorobenzene
ND 2.5 8/29/23 19:44 MFFg/L1.5 8/29/23SM21-23 6200B51,2,4-Trichlorobenzene
ND 2.5 8/29/23 19:44 MFFg/L0.75 8/29/23SM21-23 6200B51,1,1-Trichloroethane
ND 2.5 8/29/23 19:44 MFFg/L0.96 8/29/23SM21-23 6200B51,1,2-Trichloroethane
ND 2.5 8/29/23 19:44 MFFg/L0.87 8/29/23SM21-23 6200B5Trichloroethylene
ND 2.5 8/29/23 19:44 MFFg/L0.77 8/29/23SM21-23 6200B5Trichlorofluoromethane (Freon 11)
ND 5.0 8/29/23 19:44 MFFg/L1.4 8/29/23SM21-23 6200B51,2,3-Trichloropropane
3200 120 8/31/23 19:25 LBDg/L50 8/30/23SM21-23 6200B2501,2,4-Trimethylbenzene
990 2.5 8/29/23 19:44 MFFg/L0.75 8/29/23SM21-23 6200B51,3,5-Trimethylbenzene
ND 100 8/29/23 19:44 MFFg/L8.3 8/29/23SM21-23 6200B5Vinyl Acetate
ND 2.5 8/29/23 19:44 MFFg/L1.2 8/29/23SM21-23 6200B5Vinyl Chloride
7400 250 8/31/23 19:25 LBDg/L120 8/30/23SM21-23 6200B250m+p Xylene
2000 120 8/31/23 19:25 LBDg/L61 8/30/23SM21-23 6200B250o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 89.4 8/29/23 19:4470-130
1,2-Dichloroethane-d4 94.4 8/31/23 19:2570-130
Toluene-d8 99.5 8/29/23 19:4470-130
Toluene-d8 100 8/31/23 19:2570-130
4-Bromofluorobenzene 102 8/29/23 19:4470-130
4-Bromofluorobenzene 101 8/31/23 19:2570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-05
Field Sample #: MW-04
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:06
[TOC_2]23H3799-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/29/23 18:51 MFFg/L2.0 8/29/23SM21-23 6200B1Acetone
ND 0.50 8/29/23 18:51 MFFg/L0.18 8/29/23SM21-23 6200B1Benzene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B1Bromobenzene
ND 1.0 8/29/23 18:51 MFFg/L0.28 8/29/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/29/23 18:51 MFFg/L0.16 8/29/23SM21-23 6200B1Bromodichloromethane
ND 1.0 8/29/23 18:51 MFFg/L0.41 8/29/23SM21-23 6200B1Bromoform
ND 2.0 8/29/23 18:51 MFFg/L1.3 8/29/23SM21-23 6200B1Bromomethane
ND 5.0 8/29/23 18:51 MFFg/L1.7 8/29/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/29/23 18:51 MFFg/L0.13 8/29/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/29/23 18:51 MFFg/L0.16 8/29/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/29/23 18:51 MFFg/L0.12 8/29/23SM21-23 6200B1Chlorobenzene
ND 50 8/29/23 18:51 MFFg/L20 8/29/23SM21-23 6200B1Ethanol
ND 0.50 8/29/23 18:51 MFFg/L0.20 8/29/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/29/23 18:51 MFFg/L0.34 8/29/23SM21-23 6200B1Chloroethane
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B1Chloroform
ND 0.60 8/29/23 18:51 MFFg/L0.50 8/29/23SM21-23 6200B1Chloromethane
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/29/23 18:51 MFFg/L0.16 8/29/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/29/23 18:51 MFFg/L0.13 8/29/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/29/23 18:51 MFFg/L0.13 8/29/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/29/23 18:51 MFFg/L0.16 8/29/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethane
ND 0.50 8/29/23 18:51 MFFg/L0.30 8/29/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/29/23 18:51 MFFg/L0.17 8/29/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/29/23 18:51 MFFg/L0.19 8/29/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/29/23 18:51 MFFg/L0.12 8/29/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/29/23 18:51 MFFg/L0.35 8/29/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/29/23 18:51 MFFg/L0.16 8/29/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/29/23 18:51 MFFg/L0.20 8/29/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/29/23 18:51 MFFg/L0.22 8/29/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/29/23 18:51 MFFg/L1.2 8/29/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/29/23 18:51 MFFg/L0.13 8/29/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/29/23 18:51 MFFg/L0.17 8/29/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/29/23 18:51 MFFg/L0.18 8/29/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/29/23 18:51 MFFg/L1.3 8/29/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-05
Field Sample #: MW-04
Sample Matrix: Ground Water
Sampled: 8/24/2023 11:06
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/29/23 18:51 MFFg/L0.38 8/29/23SM21-23 6200B1Naphthalene
ND 0.50 8/29/23 18:51 MFFg/L0.12 8/29/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B1Styrene
ND 0.50 8/29/23 18:51 MFFg/L0.14 8/29/23SM21-23 6200B11,1,2,2-Tetrachloroethane
0.67 0.50 8/29/23 18:51 MFFg/L0.17 8/29/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/29/23 18:51 MFFg/L0.22 8/29/23SM21-23 6200B1Toluene
ND 1.0 8/29/23 18:51 MFFg/L0.34 8/29/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/29/23 18:51 MFFg/L0.30 8/29/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/29/23 18:51 MFFg/L0.19 8/29/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/29/23 18:51 MFFg/L0.17 8/29/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 1.0 8/29/23 18:51 MFFg/L0.28 8/29/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/29/23 18:51 MFFg/L0.20 8/29/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/29/23 18:51 MFFg/L0.15 8/29/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/29/23 18:51 MFFg/L1.7 8/29/23SM21-23 6200B1Vinyl Acetate
ND 0.50 8/29/23 18:51 MFFg/L0.24 8/29/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/29/23 18:51 MFFg/L0.49 8/29/23SM21-23 6200B1m+p Xylene
ND 0.50 8/29/23 18:51 MFFg/L0.24 8/29/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 92.0 8/29/23 18:5170-130
Toluene-d8 98.1 8/29/23 18:5170-130
4-Bromofluorobenzene 102 8/29/23 18:5170-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-06
Field Sample #: Trip Blank
Sample Matrix: Trip Blank Water
Sampled: 8/24/2023 00:00
[TOC_2]23H3799-06[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/29/23 11:02 MFFg/L2.0 8/29/23SM21-23 6200B1Acetone
ND 0.50 8/29/23 11:02 MFFg/L0.18 8/29/23SM21-23 6200B1Benzene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B1Bromobenzene
ND 1.0 8/29/23 11:02 MFFg/L0.28 8/29/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/29/23 11:02 MFFg/L0.16 8/29/23SM21-23 6200B1Bromodichloromethane
ND 1.0 8/29/23 11:02 MFFg/L0.41 8/29/23SM21-23 6200B1Bromoform
ND 2.0 8/29/23 11:02 MFFg/L1.3 8/29/23SM21-23 6200B1Bromomethane
ND 5.0 8/29/23 11:02 MFFg/L1.7 8/29/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/29/23 11:02 MFFg/L0.13 8/29/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/29/23 11:02 MFFg/L0.16 8/29/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/29/23 11:02 MFFg/L0.12 8/29/23SM21-23 6200B1Chlorobenzene
ND 50 8/29/23 11:02 MFFg/L20 8/29/23SM21-23 6200B1Ethanol
ND 0.50 8/29/23 11:02 MFFg/L0.20 8/29/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/29/23 11:02 MFFg/L0.34 8/29/23SM21-23 6200B1Chloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B1Chloroform
ND 0.60 8/29/23 11:02 MFFg/L0.50 8/29/23SM21-23 6200B1Chloromethane
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/29/23 11:02 MFFg/L0.16 8/29/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/29/23 11:02 MFFg/L0.13 8/29/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/29/23 11:02 MFFg/L0.13 8/29/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/29/23 11:02 MFFg/L0.16 8/29/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.30 8/29/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/29/23 11:02 MFFg/L0.17 8/29/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/29/23 11:02 MFFg/L0.19 8/29/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/29/23 11:02 MFFg/L0.12 8/29/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/29/23 11:02 MFFg/L0.35 8/29/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/29/23 11:02 MFFg/L0.16 8/29/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/29/23 11:02 MFFg/L0.20 8/29/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/29/23 11:02 MFFg/L0.22 8/29/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/29/23 11:02 MFFg/L1.2 8/29/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/29/23 11:02 MFFg/L0.13 8/29/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/29/23 11:02 MFFg/L0.17 8/29/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/29/23 11:02 MFFg/L0.18 8/29/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/29/23 11:02 MFFg/L1.3 8/29/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/25/2023
Work Order: 23H3799Sample Description:Project Location: Fuquay- Varina, NC
Sample ID: 23H3799-06
Field Sample #: Trip Blank
Sample Matrix: Trip Blank Water
Sampled: 8/24/2023 00:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/29/23 11:02 MFFg/L0.38 8/29/23SM21-23 6200B1Naphthalene
ND 0.50 8/29/23 11:02 MFFg/L0.12 8/29/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B1Styrene
ND 0.50 8/29/23 11:02 MFFg/L0.14 8/29/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.17 8/29/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/29/23 11:02 MFFg/L0.22 8/29/23SM21-23 6200B1Toluene
ND 1.0 8/29/23 11:02 MFFg/L0.34 8/29/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/29/23 11:02 MFFg/L0.30 8/29/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.19 8/29/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/29/23 11:02 MFFg/L0.17 8/29/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 1.0 8/29/23 11:02 MFFg/L0.28 8/29/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/29/23 11:02 MFFg/L0.20 8/29/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/29/23 11:02 MFFg/L0.15 8/29/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/29/23 11:02 MFFg/L1.7 8/29/23SM21-23 6200B1Vinyl Acetate
ND 0.50 8/29/23 11:02 MFFg/L0.24 8/29/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/29/23 11:02 MFFg/L0.49 8/29/23SM21-23 6200B1m+p Xylene
ND 0.50 8/29/23 11:02 MFFg/L0.24 8/29/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 96.4 8/29/23 11:0270-130
Toluene-d8 99.6 8/29/23 11:0270-130
4-Bromofluorobenzene 101 8/29/23 11:0270-130
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]
B350423 08/29/235 5.0023H3799-01 [Eq. Rinse]
B350423 08/29/230.5 5.0023H3799-02 [MW-1]
B350423 08/29/235 5.0023H3799-03 [MW-02]
B350423 08/29/231 5.0023H3799-04 [MW-03]
B350423 08/29/235 5.0023H3799-05 [MW-04]
B350423 08/29/235 5.0023H3799-06 [Trip Blank]
Prep Method: SW-846 5030B-SM21-23 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B350532 08/30/230.01 5.0023H3799-02RE1 [MW-1]
B350532 08/30/230.02 5.0023H3799-04RE1 [MW-03]
[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 B350423 - SW-846 5030B
[TOC_3]B350423[TOC]
Blank (B350423-BLK1) Prepared & Analyzed: 08/29/23
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 B350423 - SW-846 5030B
Blank (B350423-BLK1) Prepared & Analyzed: 08/29/23
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 95.523.9
g/L 25.0 70-130Surrogate: Toluene-d8 98.924.7
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 99.324.8
LCS (B350423-BS1) Prepared & Analyzed: 08/29/23
Acetone g/L50 100 70-13090.890.8
Benzene g/L0.50 10.0 70-13010610.6
Bromobenzene g/L0.50 10.0 70-13011011.0
Bromochloromethane g/L0.50 10.0 70-13010710.7
Bromodichloromethane g/L0.50 10.0 70-13011011.0
Bromoform g/L0.50 10.0 70-13010710.7
Bromomethane g/L2.0 10.0 60-14010310.3
2-Butanone (MEK)g/L5.0 100 70-13099.899.8
n-Butylbenzene g/L0.50 10.0 70-13011011.0
sec-Butylbenzene g/L0.50 10.0 70-13010710.7
tert-Butylbenzene g/L0.50 10.0 70-13010710.7
Carbon Tetrachloride g/L0.50 10.0 70-13099.99.99
Chlorobenzene g/L0.50 10.0 70-13011211.2
Ethanol g/L50 100 70-13090.690.6
Chlorodibromomethane g/L0.50 10.0 70-13011011.0
Chloroethane g/L0.50 10.0 60-14095.49.54
Chloroform g/L0.50 10.0 70-13010710.7
Chloromethane g/L0.60 10.0 60-14010310.3
2-Chlorotoluene g/L0.50 10.0 70-13011111.1
4-Chlorotoluene g/L0.50 10.0 70-13011211.2
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13011411.4
1,2-Dichlorobenzene g/L0.50 10.0 70-13010910.9
1,3-Dichlorobenzene g/L0.50 10.0 70-13010810.8
1,4-Dichlorobenzene g/L0.50 10.0 70-13010610.6
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14010010.0
1,1-Dichloroethane g/L0.50 10.0 70-13010710.7
1,2-Dichloroethane g/L0.50 10.0 70-13011011.0
1,1-Dichloroethylene g/L0.50 10.0 70-13010110.1
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13010710.7
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13010910.9
1,2-Dichloropropane g/L0.50 10.0 70-13011211.2
1,3-Dichloropropane g/L0.50 10.0 70-13011211.2
2,2-Dichloropropane g/L0.50 10.0 70-13010510.5
1,1-Dichloropropene g/L0.50 10.0 70-13010810.8
cis-1,3-Dichloropropene g/L0.50 10.0 70-13011211.2
trans-1,3-Dichloropropene g/L0.50 10.0 70-13011011.0
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 B350423 - SW-846 5030B
LCS (B350423-BS1) Prepared & Analyzed: 08/29/23
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13010410.4
Ethylbenzene g/L0.50 10.0 70-13011111.1
2-Hexanone (MBK)g/L5.0 100 70-130107107
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13011011.0
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13010810.8
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13010410.4
Methylene Chloride g/L5.0 10.0 70-13010210.2
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-130109109
Naphthalene g/L0.50 10.0 70-13011011.0
n-Propylbenzene g/L0.50 10.0 70-13011211.2
Styrene g/L0.50 10.0 70-13011411.4
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13011311.3
Tetrachloroethylene g/L0.50 10.0 70-13011411.4
Toluene g/L0.50 10.0 70-13010910.9
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13011611.6
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13011311.3
1,1,1-Trichloroethane g/L0.50 10.0 70-13010710.7
1,1,2-Trichloroethane g/L0.50 10.0 70-13011111.1
Trichloroethylene g/L0.50 10.0 70-13011211.2
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13010710.7
1,2,3-Trichloropropane g/L0.50 10.0 70-13010910.9
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13010610.6
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13011311.3
Vinyl Acetate g/L20 100 70-130108108
Vinyl Chloride g/L0.50 10.0 60-14010510.5
m+p Xylene g/L1.0 20.0 70-13011022.0
o-Xylene g/L0.50 10.0 70-13011011.0
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 97.324.3
g/L 25.0 70-130Surrogate: Toluene-d8 10125.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10325.9
LCS Dup (B350423-BSD1) Prepared & Analyzed: 08/29/23
Acetone g/L50 100 2570-13095.2 4.7495.2
Benzene g/L0.50 10.0 2570-130109 2.2310.9
Bromobenzene g/L0.50 10.0 2570-130109 1.0910.9
Bromochloromethane g/L0.50 10.0 2570-130111 3.4811.1
Bromodichloromethane g/L0.50 10.0 2570-130109 0.18310.9
Bromoform g/L0.50 10.0 2570-130103 3.7110.3
Bromomethane g/L2.0 10.0 2560-140108 4.2710.8
2-Butanone (MEK)g/L5.0 100 2570-130104 3.71104
n-Butylbenzene g/L0.50 10.0 2570-130112 1.8111.2
sec-Butylbenzene g/L0.50 10.0 2570-130108 1.1210.8
tert-Butylbenzene g/L0.50 10.0 2570-130107 0.65410.7
Carbon Tetrachloride g/L0.50 10.0 2570-130106 6.4010.6
Chlorobenzene g/L0.50 10.0 2570-130111 0.71711.1
Ethanol g/L50 100 2570-13095.0 4.8095.0
Chlorodibromomethane g/L0.50 10.0 2570-130110 0.81911.0
Chloroethane g/L0.50 10.0 2560-140106 10.110.6
Chloroform g/L0.50 10.0 2570-130109 1.8510.9
Chloromethane g/L0.60 10.0 2560-140105 1.6310.5
2-Chlorotoluene g/L0.50 10.0 2570-130109 1.5510.9
4-Chlorotoluene g/L0.50 10.0 2570-130108 2.8210.8
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 B350423 - SW-846 5030B
LCS Dup (B350423-BSD1) Prepared & Analyzed: 08/29/23
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-130114 0.17511.4
1,2-Dichlorobenzene g/L0.50 10.0 2570-130109 0.091910.9
1,3-Dichlorobenzene g/L0.50 10.0 2570-130111 2.2811.1
1,4-Dichlorobenzene g/L0.50 10.0 2570-130107 0.65610.7
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-140104 4.0010.4
1,1-Dichloroethane g/L0.50 10.0 2570-130110 2.2111.0
1,2-Dichloroethane g/L0.50 10.0 2570-130114 2.9511.4
1,1-Dichloroethylene g/L0.50 10.0 2570-130105 4.6610.5
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-130111 3.3111.1
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-130108 0.27710.8
1,2-Dichloropropane g/L0.50 10.0 2570-130114 1.4111.4
1,3-Dichloropropane g/L0.50 10.0 2570-130112 0.44611.2
2,2-Dichloropropane g/L0.50 10.0 2570-130107 1.7010.7
1,1-Dichloropropene g/L0.50 10.0 2570-130108 0.092910.8
cis-1,3-Dichloropropene g/L0.50 10.0 2570-130112 0.35811.2
trans-1,3-Dichloropropene g/L0.50 10.0 2570-130113 2.4211.3
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130108 3.1110.8
Ethylbenzene g/L0.50 10.0 2570-130111 0.18011.1
2-Hexanone (MBK)g/L5.0 100 2570-130110 2.82110
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-130110 0.63711.0
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-130109 0.92510.9
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-130106 1.9110.6
Methylene Chloride g/L5.0 10.0 2570-130108 5.8310.8
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130110 1.38110
Naphthalene g/L0.50 10.0 2570-130112 1.7211.2
n-Propylbenzene g/L0.50 10.0 2570-130112 0.26711.2
Styrene g/L0.50 10.0 2570-130113 0.53011.3
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-130112 1.1611.2
Tetrachloroethylene g/L0.50 10.0 2570-130117 2.3411.7
Toluene g/L0.50 10.0 2570-130110 0.91411.0
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-130114 1.8311.4
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130112 1.4211.2
1,1,1-Trichloroethane g/L0.50 10.0 2570-130108 0.74310.8
1,1,2-Trichloroethane g/L0.50 10.0 2570-130113 1.9611.3
Trichloroethylene g/L0.50 10.0 2570-130110 1.7911.0
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-13098.7 7.799.87
1,2,3-Trichloropropane g/L0.50 10.0 2570-130110 0.73211.0
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-130107 0.84210.7
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-130112 0.62211.2
Vinyl Acetate g/L20 100 2570-130111 2.24111
Vinyl Chloride g/L0.50 10.0 2560-140108 2.7310.8
m+p Xylene g/L1.0 20.0 2570-130109 1.2821.8
o-Xylene g/L0.50 10.0 2570-130110 0.091111.0
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 93.123.3
g/L 25.0 70-130Surrogate: Toluene-d8 10125.1
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10225.4
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 B350532 - SW-846 5030B
[TOC_3]B350532[TOC]
Blank (B350532-BLK1) Prepared: 08/30/23 Analyzed: 08/31/23
Benzene g/L0.50ND
Ethylbenzene g/L0.50ND
Toluene g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 97.824.4
g/L 25.0 70-130Surrogate: Toluene-d8 10125.3
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10225.4
LCS (B350532-BS1) Prepared: 08/30/23 Analyzed: 08/31/23
Benzene g/L0.50 10.0 70-13010110.1
Ethylbenzene g/L0.50 10.0 70-13010610.6
Toluene g/L0.50 10.0 70-13010910.9
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13010210.2
m+p Xylene g/L1.0 20.0 70-13010521.0
o-Xylene g/L0.50 10.0 70-13010610.6
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 88.522.1
g/L 25.0 70-130Surrogate: Toluene-d8 10025.0
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10426.1
LCS Dup (B350532-BSD1) Prepared: 08/30/23 Analyzed: 08/31/23
Benzene g/L0.50 10.0 2570-130104 3.1110.4
Ethylbenzene g/L0.50 10.0 2570-130110 3.4211.0
Toluene g/L0.50 10.0 2570-130108 0.55210.8
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-130102 0.68710.2
m+p Xylene g/L1.0 20.0 2570-130108 2.2121.5
o-Xylene g/L0.50 10.0 2570-130107 1.3210.7
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 91.522.9
g/L 25.0 70-130Surrogate: Toluene-d8 10125.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10526.3
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
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
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DC#_Title: ENV-FRM-ELON-0001 v07 _Sample Receiving Checklist
Effective Date: 07/13/2023
Log I n Back-Sheet
Client t_~\1 " \:..f",C.\\<"\R...~, S 1 '::>c,~(""\\ ,':f..-~
J
Project \\o.,, ,C"'\C\.\cr-. 'i?,c-.v~, \-,,
.)
MCP/RCP Required_"-)~\.i,.;A~l-----------
Deliverable Package Requlrem rnt_\.)...::e...:\:..:.~---=-------
Location "\= l , u \J c..,1 -\J G ,;;-·, r-<.., ~ (_
V 1
PWSID# (When Applicable) -+")<--.!.\_A...:__ _____ _
Arrival Method:
Courier D Fed Ex d Walk In D OtherD ___ _
Received By/ Date / Time A. ~ M / ~-7 5-21 / o c., 7 v
Back-Sheet By/ Date/ Time P A.I"\ l 1:> -'2.S -z... '\ / ,1 l\O T
Temperature Method 1 '<--('('\ ::> G-v ("\ # _ _.S-'----
/ o C-:. i:. o(_ Temp ✓ < 6 C Actual Tem , erature __ ..,=---·=-.J___;;;c __ _
Rush Samples: Yes /~ Notif~
Short Hold: Yes ,@ Notif-1 _________ _
Notes reeardine Samele s/COC outside of SOP:
Qualtrax ID: 1208 16
Login Sample Receipt Checklist -(Relectlon Criteria Listing
-Using Acceptance Policy! Any False statement wlll be
brought to the attention of the Client -True or False
Received on Ice
Received in Cooler
Custody Seal: DATE TIME
COC Relinquished
CCC/Samples Labels Agree
All Samples in Good Condition
Samples Received within Holding Time
Is there enough Volume
Proper Media/Container Used
Splitting Samples Required
MS/MSD
Trip Blanks
Lab to Filters
COC Legible
True
□ tf.c
i3;
□
tv
□✓
COC Included: (Check all included)
Client ~ Analysis ~ Sampler Name
Project l.::'.l IDs ~ Collection Date
All Samples Proper pH: @ D
Additional Container Notes
ime
False
□ □ [T
□
□ □ □ □
~AM
~
ff
□ ~
□
~
~
□
Note: West Virginia requires all samples to hove their
temperature taken. Note any outliers.
L;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;-_ ----------
Page 1 of 2
~!
DC#_Tltle: ENV-FRM-ELON-0001 v07 _Sample Receiving Cn eckllst
Effective Date: 07/13/2023
~ -----~ ----Sample \D 00 ....., O'\ u, 1-M "' -0 \D 00 ...., O'\ u, .s:. ~ "' -16Cl z Amb/Clear 15 ;:; Q. 8oz Amb/Clear ii""
~ .;.-
4oz Amb/Clear er --A> Cl ~ ,,,
2oz [Amb/Clear .... ~
Un,: reserved ....
HCL ,-;::..·
t'D .... Sulf JJric
)>
Sulf uric 3 ~ er V, 11> Pho l!;phorlc C, ~ 3
HCI
,-
Unp eserved --8 3 r-
Unp reserved .... ,-;:::.:
Sulf ~rlc t'D ...
Unp reserved V, C,
C,
Sul fµrlc 3 ,-
Unpreserved -0
ii, Triz1 ina .,. .....
Sulf l,Jric ~-
~ V,
Nitr C C,
3 ,-
NaC H
Amm c,nlum Acetate
NaO H/Zinc
Unp reserved
N N N I'-> N ('l HCI c::: 0
Me< l>H )>
~
D.I. 'Water ~ .,..
Bi Sulfate
Col/ ~act
0 ,-+ ;;:r n> .... -::!:?
:::,
Qualtrax ID: 120836 Page 2 of 2