FA-28_3206_CA_LTR_20230901

1044 Washington Street
Raleigh, NC 27605
[phone]
www.CatlinUSA.com
Wilmington, NC | Raleigh, NC | Washington, NC | Atlanta, GA

ENVIRONMENTAL | CIVIL | GEOTECHNICAL

Wilmington, NC | Raleigh, NC | Washington, NC | Atlanta, GA | Charleston, SC

September 1, 2023
North Carolina Department of Environmental Quality Division of Waste Management UST Section Attn: Mr. Hassan Osman 1646 Mail Service Center Raleigh, NC 27699-1646 Re: Letter Report Lake Lynn Quick Mart 3561 Gillespie Street Fayetteville, NC 28306 Incident Number: 3206 Risk Classification: H0214D CATLIN Project No. 220204 Dear Mr. Osman,
CATLIN Engineers and Scientists (CATLIN) is pleased to provide you with this letter report documenting field activities performed in general accordance with CATLIN proposal number 220204.4P, prepared July 10, 2023. Services were authorized by the North Carolina Environmental Quality (NCDEQ) Task Authorization (TA) #04, accepted July 10, 2023, and Contract Number N122019D. The approved scope of services for this Task Authorization included:
• Collect groundwater samples from water supply wells DW-18R, DW-22, and DW-24;
• Analyze three water supply well samples (DW-18R, DW-22, and DW-24) and one laboratory-provided trip blank per Standard Method (SM) 6200B plus ethylene dibromide (EDB), methyl tert-butyl ether (MTBE), and diisopropyl ether (DIPE); and
• Prepare a letter report documenting the findings. The Lake Lynn Quick Mart site (formerly Lake Lynn Kwik Mart/Short Stop) is located at 3561
Gillespie Street, Fayetteville, Cumberland County, NC (See Figures in Attachment A). CATLIN conducted field activities on August 1, 2023 in accordance with the approved TA. Potential hazards were evaluated before beginning field work and documented on an electronic Job Hazard Analysis (JHA) form, provided in Attachment B. Site photographs are provided in Attachment C. Groundwater Sampling The water supply wells were sampled in accordance with NCDEQ Guidelines and EPA Region 4 Operating Procedures. Prior to obtaining representative groundwater samples, each water supply well was allowed to run for approximately 15 minutes. Afterwards, a sample was collected either from a spigot located at the water supply well or from the closest spigot to the well directly into appropriate laboratory-provided, pre-preserved glassware, labeled, and placed on ice in an
September 1, 2023
Page 2 of 2
NCDEQ; 3206_Lake Lynn Quick Mart CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023
insulated cooler. A laboratory-provided trip blank (TB) accompanied the samples for the duration
of the site activities. Copies of the groundwater sampling forms are available in Attachment B.
Available water supply well information is presented in Table 1 (Attachment D).

Samples 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 and
analyzed per SM 6200B (including EDB, MTBE, and DIPE). The laboratory analytical data and
chain-of-custody (COC) document are included in Attachment E.

Groundwater Sample Results

Groundwater samples were obtained from water supply wells DW-18R, DW-22, and DW-24.
MTBE was reported in the DW-18R sample at a concentration of 2.0 micrograms per liter (µg/L),
which is below the 2L GWQS of 20 µg/L. Estimated concentrations (“J”-values) of
trichloroethylene (a chlorinated solvent) were detected in the samples from DW-22 and DW-24 at
0.48 µg/L and 0.26 µg/L, respectively, which are below the 2L GWQS of 3 µg/L.

The latest laboratory analytical results are summarized in Table 2 and historical results for events
conducted by CATLIN are presented in Table 3 (Attachment D). Copies of the complete laboratory
report and chain of custody documentation are presented in Attachment E.

Recommendations

CATLIN recommends the following:

• Notify the North Carolina Department of Environmental Quality (NCDEQ) Inactive
Hazardous Sites Branch (IHSB) of TCE concentrations revealed in water supply well
samples.
• In coordination with IHSB, pursue alternative water supply sources for properties with
potable water supply wells within 1,000 feet of the site.
• Conduct a groundwater sampling event in November 2023.

CATLIN Engineers and Scientists will proceed upon notification of your approval. Should you
have any questions or require additional information, please contact us at [phone].

Sincerely,

Sean O’Neil, PE
Project Manager

Attachments:
A Figures
B Job Hazard Analysis and Field Data Sheets
C Site Photographs
D Tables
E Laboratory Analytical Report and Chain of Custody Document

NCDEQ; 3206_Lake Lynn Quick Mart.docx CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023

ATTACHMENT A FIGURES
FIGUREPROJECTTITLE
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY 1LAKE LYNN QUICK MART3561 GILLESPIE STREETFAYETTEVILLE, NC SITE VICINITY MAP
3206 220204 SEP 2023 AS SHOWN KMC/SJO
SITE LOCATION
GILLESPIE STBUSINESS 95SNO
W HILL RD
Copyright:© 2013 National Geographic Society, i-cubed
2,000 0 2,000 4,0001,000
Feet
³
FIGUREPROJECTTITLE
2LAKE LYNN QUICK MART3561 GILLESPIE STREETFAYETTEVILLE, NC POTENTIAL RECEPTOR MAP
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P !(P
!(P!(P
!(P!(P
!(P
!(P!(P !(P
!(P !(P
!(P
!(P !(P
!(P
!(P !(P
!(P
!(P
!(P
SITE LOCATION
GILLESPIE STBUSINESS 95SN
O
W

H
I
L
L

R
D
1 ,5 0 0 FEET RADIUS
500F E ET RADIUS
DW-25
DW-22DW-24
DW-26
DW-27
DW-20
DW-16DW-18R
DW-9
DW-21
DW-10
DW-18
DW-19 DW-17
DW-15DW-28
DW-23DW-14
DW-13 DW-29
DW-30 DW-12
DW-4 DW-8
DW-11
DW-5 DW-31DW-32DW-33
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
500 0 500 1,000250
Feet
³
NOTE: Well locations were obtained from previous reports prepared by other consultants and are approximate.
LEGEND
!(P Potable Water Supply Well
!(P Inactive PotableWater Supply Well
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY3206220204SEP 2023 AS SHOWN KMC/SJO
FIGUREPROJECTTITLE
3LAKE LYNN QUICK MART3561 GILLESPIE STREETFAYETTEVILLE, NC
WATER SUPPLY WELLGROUNDWATER SAMPLEANALYTICAL RESULTS –AUGUST 1, 2023
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P !(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P
!(P GILLESPIE STBUSINESS 95DW-12
DW-24
DW-22
DW-26
DW-27
DW-20
DW-16
DW-18R
DW-10DW-18DW-17
DW-28
DW-15
DW-19
DW-9
DW-21
DW-23DW-14
DW-13
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
200 0 200 400100
Feet
³
NOTE: Well and tank locations were obtained from previous reportsprepared by other consultants and are approximate.
Parcel Boundary
Approximate Location of USTs
LEGEND
INCIDENT NO.JOB NO.DATE SCALE DRAWN BY/CHECKED BY3206220204SEP 2023 AS SHOWN KMC/SJO
!(P Inactive PotableWater Supply Well
!(P Potable Water Supply Well
!(P Sampled PotableWater Supply Well
DateCollected
08/01/23 2.0 <0.1708/01/23 <0.17 0.48 J08/01/23 <0.17 0.26 J
All results in micrograms per liter (µg/L).Refer to Table 2 for all other notes.
DW-18RDW-22DW-24 GCL (µg/L)2L GWQS (µg/L)
SUMMARY OF GROUNDWATER LABORATORY RESULTS - STANDARD METHOD 6200B
20,00020 3,0003
Contaminant of Concern
Methyl tert-Butyl Ether (MTBE)Well/ SampleID TrichloroethyleneIncident Name and No.: Lake Lynn Quick Mart - 3206

NCDEQ; 3206_Lake Lynn Quick Mart.docx CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023

ATTACHMENT B JOB HAZARD ANALYSIS AND FIELD DATA SHEETS
Source Exposure Limit
Groundwater and/or soil vapor 0.5 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 100 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 20 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 100 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 50 ppm TLV-TWA ACGIH
Groundwater and/or soil vapor 10 ppm TLV-TWA ACGIH
Source Exposure Limit
atmosphere N/A
atmosphere N/A
surroundings N/A
Exposure Potential
Likely
Likely
Likely
Start Stop
16:00 17:00
17:00 17:15
17:15 18:00
18:00 19:30
Date and Time:
08/01/2023 @ 017:15
08/01/2023 @ 017:15
Equipment Used:PPE D/Sampling Supplies/Tablets
Van #59 Mileage:
Weather:
Depart Cox's Exxon and travel to site
safety briefing: heat concerns, ants and insects, dogs on property, watch for cars
NN sampled DW-18R while SM sampled DW-22 and DW-24, photographed wells
Biological Hazards
Name of Biological Hazard Source
Insect bites and stings
Cold Weather Operations Unlikely
Heat (ambient)Likely
Slips/Trips/Falls Likely
surroundings
Departed Lake Lynn Quick Mart site, traveled to Raleigh office, demobed van
Start:End:
DAILY TASK
Snakes surroundings
Poison Plants (Ivy, Oak, and/or Sumac)surroundings
PERSONNEL ONSITE
Name and Company (Print)Signature
Nathaniel Newman / CATLIN
Sandra Miller / CATLIN
Chemical Hazards
Potential Chemicals Concentration
BENZENE ppm
ETHYL BENZENE ppm
TOLUENE ppm
XYLENE, ALL ISOMERS ppm
METHYL TERT-BUTYL ETHER
Sunny, high 80s
Site-Specific Job Hazard Analysis
Location Where Task/Operation Performed
Lake Lynn Quick Mart, Fayetteville, NC
Task/Operation
Sample Water Supply Wells
Employee Certifying this JHA
Print Name: Sean J. O'Neil, P.E.Signature:
Operational Phase
Monitoring
Date(s) this JHA
Conducted:
08/01/2023
ppm
NAPHTHALENE ppm
Physical Hazards
Name of Physical Hazard Exposure Level/ Potential
* Gas and/or Diesel
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
DW-18R
16:56
17:11
No
17:11
Equipment Used:
Time
pH(Standard Units)ORP(mV)
Specific
Cond.
(µS/cm)
Dissolved Oxygen(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Sample taken from the hose on the well spigot due to the angle of the spigot.
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Lake Lynn Quick Mart N. Newman
220204.4 8/1/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
DW-22
16:55
17:10
No
17:11
Equipment Used:
Time
pH(Standard Units)ORP(mV)
Specific
Cond.
(µS/cm)
Dissolved Oxygen(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Sample taken from spigot on the outside of the south side of the well house. Well house is leaning toward the south.Per the owner of DW-24, this well is not used anymore.
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Lake Lynn Quick Mart S. Miller
220204.4 8/1/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
DW-24
17:14
17:29
No
17:30
Equipment Used:
Time
pH(Standard Units)ORP(mV)
Specific
Cond.
(µS/cm)
Dissolved Oxygen(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Sample taken from the short standpipe on the west side of the the well house.
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Lake Lynn Quick Mart S. Miller
220204.4 8/1/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater

NCDEQ; 3206_Lake Lynn Quick Mart.docx CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023

ATTACHMENT C SITE PHOTOGRAPHS
ATTACHMENT C SITE PHOTOGRAPHS – AUGUST 1, 2023
NCDEQ; 3206_Lake Lynn Quick Mart CATLIN Engineers and Scientists CATLIN Project No. 220204 September 2023

Lake Lynn Quick Mart DW-18R
Lake Lynn Quick Mart DW-22
ATTACHMENT C SITE PHOTOGRAPHS – AUGUST 1, 2023
NCDEQ; 3206_Lake Lynn Quick Mart CATLIN Engineers and Scientists CATLIN Project No. 220204 September 2023

Lake Lynn Quick Mart
DW-22
Lake Lynn Quick Mart
DW-22
ATTACHMENT C SITE PHOTOGRAPHS – AUGUST 1, 2023
NCDEQ; 3206_Lake Lynn Quick Mart CATLIN Engineers and Scientists CATLIN Project No. 220204 September 2023

Lake Lynn Quick Mart DW-24

NCDEQ; 3206_Lake Lynn Quick Mart.docx CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023

ATTACHMENT D TABLES
Page 1 of 4
TABLE 1
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well ID Parcel ID
Number
Property Owner
Name Property Address Property
Owner's Address Well Status
Distance and
Direction
from the Site
SITE 0424-88-2423 Vance Neal and
Delores Neal
Kwik Mart/Short Stop 3561
Gillespie Street
Fayetteville, NC 28306
109 Parkview Avenue
Fayetteville, NC 28305 None Site
DW-6 &
DW-7 0424-88-8615 Cylde Weaver
(South Business Park) 3459
Gillespie Street
Fayetteville, NC 28306
104 Old Gate Road
Fayetteville, NC 28314
Site connected to
municipal water; Owner
stated wells are
abandoned; Wells not
observed
Property Adjoins Site to
the North & East
DW-6: 375' East
DW-7: 375' North
DW-8 (Short
Stop Well)0424-88-4037 Cylde Weaver (Wooded Lot) 0 Gillespie Street
Fayetteville, NC 28306
104 Old Gate Road
Fayetteville, NC 28314 Inactive
Property Adjoins Site to
the South & Southeast
DW-8: 500' Southeast
DW-1, Smith
Well, DW-2,
DW-11
0424-88-2062
Harrry Swanson
c/o George
Swanson
(Extreme Green Nursery &
Landscaping) (Former
Swanson's Garage)
3579 Gillespie Street
Fayetteville, NC 28306
2119 Clinchfield Dr.
Fayetteville, NC 28304
Site connected to
municipal water DW-1:
assumed abandoned
DW-2 & Smith Well:
assumed abandoned or
destroyed
DW-11: inactive
DW-1: 225' South
Smith Well: 325' South
DW-2: 475' South
DW-11: 575' South
DW-4 0424-88-0021 Issac Young
(Youngs Auto Repair) (Former
Gasoline Station) 3609 Gillespie
Street
Fayetteville, NC 28306
4439 Claude Lee Road
Fayetteville, NC 28306 Inactive DW-4: 450' South
DW-9 0424-78-7793 American Mobile
Home Supply
(Manufactured Housing Supply)
3542 Gillespie Street
Fayetteville, NC 28306
5431 Murchison Road
Fayetteville, NC 28311
Inactive - Site connected
to municipal water
Property Adjoins Site to
the Northwest
DW-9: 400' Northwest
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
NCDEQ; 3206_Lake Lynn Quick Mart; T1_Receptor Info
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 2 of 4
TABLE 1
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well ID Parcel ID
Number
Property Owner
Name Property Address Property
Owner's Address Well Status
Distance and
Direction
from the Site
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
DW-21 0424-78-7527 Cornelius
Langdon
(Lucky's Auto Body) 3562
Gillespie Street
Fayetteville, NC 28306
3200 Brookmere PL.
Fayetteville, NC 28304 Active - Potable
Property Adjoins Site to
the West
DW-21: 375' West
DW-10 0424-78-9836 Clarence
Pegram Trust
3526 Gillespie Street
Fayetteville, NC 28306
4717 Bramble Street
Hope Mills, NC 28348 Inactive 460' Northwest
DW-18 0424-78-8904 Robert Grice 3513 and 3521 Tart St.
Fayetteville, NC 28306
176 Grice Farm Rd.
Lumber Bridge, NC
28357
Inactive - Well replaced
with DW-18R due to iron
issues
600' Northwest
DW-18R 0424-78-8904 Robert Grice
3513 and 3521 Tart St.
Fayetteville,
NC 28306
176 Grice Farm Rd.
Lumber Bridge, NC
28357
Active - Potable (58'
deep; screened 47' to
57'); Replaces DW-18
due to iron issues. Well is
located in front of boat
shop
650' Northwest
DW-15 0424-78-5739 Mildred H.
Graham
3540 Tart St
Fayetteville, NC 28306 Same Active - Potable 750' West
DW-17 0424-78-5993 Robert W. Grice 3524 Tart St.
Fayetteville, NC 28306
176 Grice Farm Rd.
Lumber Bridge, NC
28357
Inactive
boat storage lot 750' West
DW-28 0424-78-5877 Robert W. Grice 3532 Tart St.
Fayetteville, NC 28306
3513 Tart St.
Fayetteville, NC 28306
Inactive-house removed,
lot cleared and vacant 750' West
DW-16 0424-79-6044 Robert Grice 3512 Tart St.
Fayetteville, NC 28306
3513 Tart St.
Fayetteville, NC 28306 Active - Potable 800' Northwest
DW-5 0424-87-1500 Cylde Weaver
(Wooded Lot) 3628 Gillespie
Street
Fayetteville, NC 28306
104 Old Gate Road
Fayetteville, NC 28314 Inactive 800' South
DW-23 0424-78-4687 Nickie Collins 3552 Tart St.
Fayetteville, NC 28306
1170 Ringwood Rd.
Fayetteville, NC 28312
Active - Potable
(Also serves 3560 Tart
St).
825' West
NCDEQ; 3206_Lake Lynn Quick Mart; T1_Receptor Info
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 3 of 4
TABLE 1
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well ID Parcel ID
Number
Property Owner
Name Property Address Property
Owner's Address Well Status
Distance and
Direction
from the Site
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
DW-13 0424-78-3617 Delois Bryant 3509 Seawell Street
Fayetteville, NC 28306 Same Active - Potable 875' West
DW-14 0424-78-3744 Lola Cain 153 Canady St.
Fayetteville, NC 28306
456 Pages Lake Road
St. Pauls, NC 28384
Temporarily Inactive -
Potable 875' West
DW-31 0424-87-7793 Roland Berube
Trustees
169 Snow Hill Road
Fayetteville, NC 28306
2008 S. Seven Lakes
West End, NC 27376
Inactive - Site connected
to municipal
water
875' Southeast
DW-19 0424-78-4807 Raynor Property
Management
154 Canady St.
Fayetteville, NC 28306
3137 Bolivia Street
Fayetteville, NC 28306
Active - Potable (Also
serves 3441-
3433 Seawell St)
900' West
DW-32 0424-87-5675 Roland Berube
Trustees
205 Snow Hill Road
Fayetteville, NC 28306
2008 S. Seven Lakes
West End, NC 27376
Inactive - Site connected
to municipal
water
900' Southeast
DW-29 0424-78-2565 Antonia Jackson 3521 Seawell St.
Fayetteville, NC 28306 Same Active - Potable 975' West
DW-30 0424-78-2438 Roy Bryant 3529 Seawell St.
Fayetteville, NC 28306 Same Active - Potable 975' West
DW-12 0424-78-2402 Miller Locklear,
Jr.
3537 Seawell St.
Fayetteville, NC 28306 Same
Active - Potable
Owner refused to have
well sampled
975' West
DW-20 0424-79-5124 Cumberland
County
3427 Seawell St
Fayetteville, NC 28306
P.O. Box 449
Fayetteville, NC 28302
Inactive - Vacant Lots
(Also Served 3421
Seawell St).
975' Northwest
DW-33 0424-87-6610 Roland Berube
Trustees
213 Snow Hill Road
Fayetteville, NC 28306
2008 S. Seven Lakes
West End, NC 27376
Inactive - Site connected
to municipal
water
1,000' Southeast
DW-22 0424-89-2672 James
Strickland
3444 Gillespie St.
Fayetteville, NC 28306 Same Active - Potable 1,200' North
NCDEQ; 3206_Lake Lynn Quick Mart; T1_Receptor Info
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 4 of 4
TABLE 1
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well ID Parcel ID
Number
Property Owner
Name Property Address Property
Owner's Address Well Status
Distance and
Direction
from the Site
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION
DW-26 0424-79-9650 John Krobath 130 Elton Drive
Fayetteville, NC 28306 Same Active - Potable 1,200' North
DW-27 0424-79-8543 Troy Carter 144 Elton Drive
Fayetteville, NC 28306
P.O. Box 64814
Fayetteville, NC 28306 Active - Potable 1,200' North
DW-24 0424-89-1649 Rose Strickland 3448 Gillespie St.
Fayetteville, NC 28306 Same Active - Potable 1,300' North
DW-25 0424-89-2840 Thomas Nelson 3422 Gillespie St.
Fayetteville, NC 28306
112 Angel Drive
Fayetteville, NC 28306
Inactive - Site connected
to municipal
water
1,375' North
Information obtained from S&ME (2020).
' = feet
The distance (in feet) measured from the source area to each well on the property, if no well is present, the distance is to the closest property corner.
NCDEQ; 3206_Lake Lynn Quick Mart; T1_Receptor Info
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 1 of 1
TABLE 2
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well
Type
Well/
Sample
ID
Date
Collected
(mm/dd/yy)
DW-18R 08/01/23 2.0 <0.17 BMDL
DW-22 08/01/23 <0.17 0.48 J BMDL
DW-24 08/01/23 <0.17 0.26 J BMDL
08/01/23 <0.17 <0.17 BMDL
All results in micrograms per liter (µg/L).
GCL = Gross Contaminant Level
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
< = Less than Method Detection Limit.
SUMMARY OF GROUNDWATER LABORATORY
RESULTS — STANDARD METHOD 6200B
BMDL = Below Method Detection Limit (Refer to the analytical report for a
complete list of analytes and detection limits.)
J = Detected but below the Reporting Limit (lowest calibration standard);
therefore, result is an estimated concentration (CLP J-Flag).
20,000
20 All Other SM 6200B AnalytesTrichloroethyleneContaminant of
Concern
3,000
3Water SupplyMethyl tert-Butyl Ether (MTBE)Varies
Varies
Trip Blank / TB
GCL (µg/L)
2L GWQS (µg/L)
NCDEQ; 3206_Lake Lynn Quick Mart; T2_GW Results
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 1 of 2
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well
Type
Well/
Sample
ID
Date
Collected
(mm/dd/yy)
02/02/21 2.4 J <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
11/29/22 15 J <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
02/02/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 91 1.4 <1.9 0.29 J 0.34 J <0.090 <0.15 29 3.3 <0.090 <0.17 <0.30 6.2 6.6 BMDL 71 <0.18 47 11 109 BMDL
11/29/22 <8.1 16 <6.5 5.1 4.1 0.64 J <0.51 580 41 2.3 2.3 <0.94 81 85 1.7 J 400 <0.76 610 160 1,410 BMDL
02/02/21 100 3.6 4.1 J 0.62 0.36 J BMDL 2.8 4.3 1.5 0.27 J 0.76 BMDL 3.2 0.73 BMDL 41 <0.18 26 2.7 55 BMDL
01/13/22 <59 5.0 J 130 27 18 2.8 J <3.8 390 100 9.2 J <4.2 10 J 240 190 BMDL <2.8 <4.5 ƚ 2,100 490 740 BMDL
11/29/22 <20 13 <16 20 15 2.0 J <1.3 260 62 2.6 J <1.7 <2.3 60 99 <1.1 <2.2 <1.9 1,300 220 433.8 J BMDL
02/02/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 6.1 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 6.3 <0.30 0.75 <0.080 BMDL <0.11 <0.18 0.15 J <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 3.9 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 0.45 J BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 2.4 <0.30 <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 2.6 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
08/01/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 2.0 <0.18 <0.38 <0.12 <0.15 <0.22 <0.17 <0.20 <0.15 <0.73 BMDL
02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 0.29 J BMDL <0.15 <0.080 BMDL <0.11 0.30 J <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 0.46 J <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 0.48 J <0.20 <0.11 <0.69 BMDL
08/01/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 <0.18 <0.38 <0.12 <0.15 <0.22 0.48 J <0.20 <0.15 <0.73 BMDL
50,000
500
20,000
20
5,000
5
6,000
6
26,100
70
70,000
70
260,000
600
3,000
3
28,500
400
24,100
400
14,750
70
70,000
70
80,000
600
30,500
70Monitoring Varies
VariesAll Other SM 6200B Analytesn-PropylbenzeneToluene Trichloroethylene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesNaphthalene Contaminant of
Concern
MW-2
MW-4
MW-5
MW-8
DW-15
DW-16
DW-18R
11,700
25
6,000,000
6,000
5,000
1
4,000,000
4,000
5,900
70
8,800
70
DW-22Water SupplyGCL (µg/L)
2L GWQS (µg/L) Styrene Methylene Chloridetert-ButylbenzeneDiisopropyl Ether (DIPE)EthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Methyl tert-Butyl Ether (MTBE)Acetone Benzene 2-Butanone (MEK)n-Butylbenzenesec-Butylbenzene NCDEQ; 3206_Lake Lynn Quick Mart; T3_Historical GW
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023
Page 2 of 2
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Lake Lynn Quick Mart - 3206
Well
Type
Well/
Sample
ID
Date
Collected
(mm/dd/yy)All Other SM 6200B Analytesn-PropylbenzeneToluene Trichloroethylene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesNaphthalene Contaminant of
Concern
Styrene Methylene Chloridetert-ButylbenzeneDiisopropyl Ether (DIPE)EthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Methyl tert-Butyl Ether (MTBE)Acetone Benzene 2-Butanone (MEK)n-Butylbenzenesec-Butylbenzene 02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 0.54 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 0.48 J <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 0.33 J <0.20 <0.11 <0.69 BMDL
08/01/23 <2.0 <0.18 <1.7 <0.15 <0.13 <0.14 <0.20 <0.22 <0.15 <0.13 <0.17 <0.18 <0.38 <0.12 <0.15 <0.22 0.26 J <0.20 <0.15 <0.73 BMDL
02/09/21 <2.4 <0.13 <1.9 <0.14 <0.10 BMDL <0.15 <0.090 <0.10 <0.090 <0.17 BMDL <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
01/13/22 <2.4 <0.13 <1.9 <0.14 <0.10 <0.090 <0.15 <0.090 <0.10 <0.090 <0.17 <0.30 <0.15 <0.080 BMDL <0.11 <0.18 <0.10 <0.10 <0.27 BMDL
11/29/22 <2.0 <0.20 <1.6 <0.15 <0.11 <0.13 <0.13 <0.21 <0.11 <0.097 <0.17 <0.23 <0.24 <0.086 <0.11 <0.22 <0.19 <0.20 <0.11 <0.69 BMDL
All results in micrograms per liter (µg/L).
BMDL = Below Method Detection Limit (Refer to the 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.
< = Less than method detection limit.
J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration (CLP J-Flag).
ƚ = The method detection limit is above the 2L GWQS. Water SupplyDW-24
14,750
70
50,000
500
Varies
Varies
80,000
600
30,500
70
11,700
25
20,000
20
6,000
6
26,100
70
5,000
5
260,000
600
3,000
3
28,500
400
24,100
400
GCL (µg/L)
2L GWQS (µg/L)
6,000,000
6,000
5,000
1
4,000,000
4,000
5,900
70
8,800
70
70,000
70
70,000
70
DW-26
NCDEQ; 3206_Lake Lynn Quick Mart; T3_Historical GW
CATLIN Project No. 220204
CATLIN Engineers and Scientists
September 2023

NCDEQ; 3206_Lake Lynn Quick Mart.docx CATLIN Engineers and Scientists
CATLIN Project No. 220204 September 2023

ATTACHMENT E LABORATORY ANALYTICAL REPORT AND CHAIN OF CUSTODY DOCUMENT
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
August 15, 2023
Sean O’Neil
CATLIN Engineers & Scientists
1044 Washington Street
Raleigh, NC 27605
Project Location: Fayetteville, NC
Client Job Number:
Project Number: 220204.4
Laboratory Work Order Number: 23H0777
Enclosed are results of analyses for samples as received by the laboratory on August 3, 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
23H0777-01 7
23H0777-02 9
23H0777-03 11
23H0777-04 13
Sample Preparation Information 15
QC Data 16
Volatile Organic Compounds by GC/MS 16
B348365 16
Flag/Qualifier Summary 20
Certifications 21
Chain of Custody/Sample Receipt 23
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
8/15/2023
CATLIN Engineers & Scientists
1044 Washington Street
Raleigh, NC 27605
ATTN: Sean O’Neil
220204.4
23H0777
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
Fayetteville, NC
230802-4
DW-18R 23H0777-01 Ground Water SM21-23 6200B
DW-22 23H0777-02 Ground Water SM21-23 6200B
DW-24 23H0777-03 Ground Water SM21-23 6200B
TB 23H0777-04 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:23H0777-04TB
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
23H0777-01DW-18R
DL
Methyl tert-Butyl Ether (MTBE)2.0 0.50 g/L SM21-23 6200B0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H0777-02DW-22
DL
Trichloroethylene 0.48 0.50 g/L SM21-23 6200BJ0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23H0777-03DW-24
DL
Trichloroethylene 0.26 0.50 g/L SM21-23 6200BJ0.17
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.
[TOC_1]Case Narrative[TOC]
SM21-23 6200B
Qualifications:
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits. Data validation is not
affected since all results are "not detected" for associated samples in this batch and bias is on the high side.
Analyte & Samples(s) Qualified:
L-02
Vinyl Chloride
B348365-BS1, B348365-BSD1
Initial calibration verification (ICV) did not meet method specifications and was biased on the low side for this compound. Reported result is
estimated.
Analyte & Samples(s) Qualified:
V-34
Chloromethane
23H0777-01[DW-18R], 23H0777-02[DW-22], 23H0777-03[DW-24], 23H0777-04[TB], B348365-BLK1, B348365-BS1, B348365-BSD1, S091717-CCV1
Dichlorodifluoromethane (Freon 12)
23H0777-01[DW-18R], 23H0777-02[DW-22], 23H0777-03[DW-24], 23H0777-04[TB], B348365-BLK1, B348365-BS1, B348365-BSD1, S091717-CCV1
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: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-01
Field Sample #: DW-18R
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:11
[TOC_2]23H0777-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/8/23 21:18 MFFg/L2.0 8/8/23SM21-23 6200B1Acetone
ND 0.50 8/8/23 21:18 MFFg/L0.18 8/8/23SM21-23 6200B1Benzene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B1Bromobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.28 8/8/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/8/23 21:18 MFFg/L0.16 8/8/23SM21-23 6200B1Bromodichloromethane
ND 0.50 8/8/23 21:18 MFFg/L0.41 8/8/23SM21-23 6200B1Bromoform
ND 2.0 8/8/23 21:18 MFFg/L1.3 8/8/23SM21-23 6200B1Bromomethane
ND 5.0 8/8/23 21:18 MFFg/L1.7 8/8/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/8/23 21:18 MFFg/L0.13 8/8/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/8/23 21:18 MFFg/L0.16 8/8/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/8/23 21:18 MFFg/L0.12 8/8/23SM21-23 6200B1Chlorobenzene
ND 50 8/8/23 21:18 MFFg/L20 8/8/23SM21-23 6200B1Ethanol
ND 0.50 8/8/23 21:18 MFFg/L0.20 8/8/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/8/23 21:18 MFFg/L0.34 8/8/23SM21-23 6200B1Chloroethane
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B1Chloroform
ND 0.60 8/8/23 21:18 MFFg/L0.50 8/8/23SM21-23 6200B1V-34Chloromethane
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/8/23 21:18 MFFg/L0.16 8/8/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/8/23 21:18 MFFg/L0.13 8/8/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.13 8/8/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.16 8/8/23SM21-23 6200B1V-34Dichlorodifluoromethane (Freon 12)
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 8/8/23 21:18 MFFg/L0.30 8/8/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/8/23 21:18 MFFg/L0.17 8/8/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/8/23 21:18 MFFg/L0.19 8/8/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/8/23 21:18 MFFg/L0.12 8/8/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/8/23 21:18 MFFg/L0.35 8/8/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/8/23 21:18 MFFg/L0.16 8/8/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/8/23 21:18 MFFg/L0.20 8/8/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/8/23 21:18 MFFg/L0.22 8/8/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/8/23 21:18 MFFg/L1.2 8/8/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/8/23 21:18 MFFg/L0.13 8/8/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
2.0 0.50 8/8/23 21:18 MFFg/L0.17 8/8/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/8/23 21:18 MFFg/L0.18 8/8/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/8/23 21:18 MFFg/L1.3 8/8/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-01
Field Sample #: DW-18R
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:11
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/8/23 21:18 MFFg/L0.38 8/8/23SM21-23 6200B1Naphthalene
ND 0.50 8/8/23 21:18 MFFg/L0.12 8/8/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B1Styrene
ND 0.50 8/8/23 21:18 MFFg/L0.14 8/8/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/8/23 21:18 MFFg/L0.17 8/8/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/8/23 21:18 MFFg/L0.22 8/8/23SM21-23 6200B1Toluene
ND 1.0 8/8/23 21:18 MFFg/L0.34 8/8/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.30 8/8/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/8/23 21:18 MFFg/L0.19 8/8/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/8/23 21:18 MFFg/L0.17 8/8/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 8/8/23 21:18 MFFg/L0.28 8/8/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/8/23 21:18 MFFg/L0.20 8/8/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/8/23 21:18 MFFg/L0.15 8/8/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/8/23 21:18 MFFg/L1.7 8/8/23SM21-23 6200B1Vinyl Acetate
ND 1.0 8/8/23 21:18 MFFg/L0.24 8/8/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/8/23 21:18 MFFg/L0.49 8/8/23SM21-23 6200B1m+p Xylene
ND 0.50 8/8/23 21:18 MFFg/L0.24 8/8/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 102 8/8/23 21:1870-130
Toluene-d8 103 8/8/23 21:1870-130
4-Bromofluorobenzene 94.4 8/8/23 21:1870-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-02
Field Sample #: DW-22
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:11
[TOC_2]23H0777-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/8/23 21:45 MFFg/L2.0 8/8/23SM21-23 6200B1Acetone
ND 0.50 8/8/23 21:45 MFFg/L0.18 8/8/23SM21-23 6200B1Benzene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B1Bromobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.28 8/8/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/8/23 21:45 MFFg/L0.16 8/8/23SM21-23 6200B1Bromodichloromethane
ND 0.50 8/8/23 21:45 MFFg/L0.41 8/8/23SM21-23 6200B1Bromoform
ND 2.0 8/8/23 21:45 MFFg/L1.3 8/8/23SM21-23 6200B1Bromomethane
ND 5.0 8/8/23 21:45 MFFg/L1.7 8/8/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/8/23 21:45 MFFg/L0.13 8/8/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/8/23 21:45 MFFg/L0.16 8/8/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/8/23 21:45 MFFg/L0.12 8/8/23SM21-23 6200B1Chlorobenzene
ND 50 8/8/23 21:45 MFFg/L20 8/8/23SM21-23 6200B1Ethanol
ND 0.50 8/8/23 21:45 MFFg/L0.20 8/8/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/8/23 21:45 MFFg/L0.34 8/8/23SM21-23 6200B1Chloroethane
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B1Chloroform
ND 0.60 8/8/23 21:45 MFFg/L0.50 8/8/23SM21-23 6200B1V-34Chloromethane
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/8/23 21:45 MFFg/L0.16 8/8/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/8/23 21:45 MFFg/L0.13 8/8/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.13 8/8/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.16 8/8/23SM21-23 6200B1V-34Dichlorodifluoromethane (Freon 12)
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 8/8/23 21:45 MFFg/L0.30 8/8/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/8/23 21:45 MFFg/L0.17 8/8/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/8/23 21:45 MFFg/L0.19 8/8/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/8/23 21:45 MFFg/L0.12 8/8/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/8/23 21:45 MFFg/L0.35 8/8/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/8/23 21:45 MFFg/L0.16 8/8/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/8/23 21:45 MFFg/L0.20 8/8/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/8/23 21:45 MFFg/L0.22 8/8/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/8/23 21:45 MFFg/L1.2 8/8/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/8/23 21:45 MFFg/L0.13 8/8/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/8/23 21:45 MFFg/L0.17 8/8/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/8/23 21:45 MFFg/L0.18 8/8/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/8/23 21:45 MFFg/L1.3 8/8/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-02
Field Sample #: DW-22
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:11
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/8/23 21:45 MFFg/L0.38 8/8/23SM21-23 6200B1Naphthalene
ND 0.50 8/8/23 21:45 MFFg/L0.12 8/8/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B1Styrene
ND 0.50 8/8/23 21:45 MFFg/L0.14 8/8/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/8/23 21:45 MFFg/L0.17 8/8/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/8/23 21:45 MFFg/L0.22 8/8/23SM21-23 6200B1Toluene
ND 1.0 8/8/23 21:45 MFFg/L0.34 8/8/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.30 8/8/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/8/23 21:45 MFFg/L0.19 8/8/23SM21-23 6200B11,1,2-Trichloroethane
0.48 0.50 8/8/23 21:45 MFFg/L0.17 8/8/23SM21-23 6200B1JTrichloroethylene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 8/8/23 21:45 MFFg/L0.28 8/8/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/8/23 21:45 MFFg/L0.20 8/8/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/8/23 21:45 MFFg/L0.15 8/8/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/8/23 21:45 MFFg/L1.7 8/8/23SM21-23 6200B1Vinyl Acetate
ND 1.0 8/8/23 21:45 MFFg/L0.24 8/8/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/8/23 21:45 MFFg/L0.49 8/8/23SM21-23 6200B1m+p Xylene
ND 0.50 8/8/23 21:45 MFFg/L0.24 8/8/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 100 8/8/23 21:4570-130
Toluene-d8 101 8/8/23 21:4570-130
4-Bromofluorobenzene 94.1 8/8/23 21:4570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-03
Field Sample #: DW-24
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:30
[TOC_2]23H0777-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/8/23 22:13 MFFg/L2.0 8/8/23SM21-23 6200B1Acetone
ND 0.50 8/8/23 22:13 MFFg/L0.18 8/8/23SM21-23 6200B1Benzene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B1Bromobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.28 8/8/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/8/23 22:13 MFFg/L0.16 8/8/23SM21-23 6200B1Bromodichloromethane
ND 0.50 8/8/23 22:13 MFFg/L0.41 8/8/23SM21-23 6200B1Bromoform
ND 2.0 8/8/23 22:13 MFFg/L1.3 8/8/23SM21-23 6200B1Bromomethane
ND 5.0 8/8/23 22:13 MFFg/L1.7 8/8/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/8/23 22:13 MFFg/L0.13 8/8/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/8/23 22:13 MFFg/L0.16 8/8/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/8/23 22:13 MFFg/L0.12 8/8/23SM21-23 6200B1Chlorobenzene
ND 50 8/8/23 22:13 MFFg/L20 8/8/23SM21-23 6200B1Ethanol
ND 0.50 8/8/23 22:13 MFFg/L0.20 8/8/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/8/23 22:13 MFFg/L0.34 8/8/23SM21-23 6200B1Chloroethane
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B1Chloroform
ND 0.60 8/8/23 22:13 MFFg/L0.50 8/8/23SM21-23 6200B1V-34Chloromethane
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/8/23 22:13 MFFg/L0.16 8/8/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/8/23 22:13 MFFg/L0.13 8/8/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.13 8/8/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.16 8/8/23SM21-23 6200B1V-34Dichlorodifluoromethane (Freon 12)
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 8/8/23 22:13 MFFg/L0.30 8/8/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/8/23 22:13 MFFg/L0.17 8/8/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/8/23 22:13 MFFg/L0.19 8/8/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/8/23 22:13 MFFg/L0.12 8/8/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/8/23 22:13 MFFg/L0.35 8/8/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/8/23 22:13 MFFg/L0.16 8/8/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/8/23 22:13 MFFg/L0.20 8/8/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/8/23 22:13 MFFg/L0.22 8/8/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/8/23 22:13 MFFg/L1.2 8/8/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/8/23 22:13 MFFg/L0.13 8/8/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/8/23 22:13 MFFg/L0.17 8/8/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/8/23 22:13 MFFg/L0.18 8/8/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/8/23 22:13 MFFg/L1.3 8/8/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-03
Field Sample #: DW-24
Sample Matrix: Ground Water
Sampled: 8/1/2023 17:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/8/23 22:13 MFFg/L0.38 8/8/23SM21-23 6200B1Naphthalene
ND 0.50 8/8/23 22:13 MFFg/L0.12 8/8/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B1Styrene
ND 0.50 8/8/23 22:13 MFFg/L0.14 8/8/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/8/23 22:13 MFFg/L0.17 8/8/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/8/23 22:13 MFFg/L0.22 8/8/23SM21-23 6200B1Toluene
ND 1.0 8/8/23 22:13 MFFg/L0.34 8/8/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.30 8/8/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/8/23 22:13 MFFg/L0.19 8/8/23SM21-23 6200B11,1,2-Trichloroethane
0.26 0.50 8/8/23 22:13 MFFg/L0.17 8/8/23SM21-23 6200B1JTrichloroethylene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 8/8/23 22:13 MFFg/L0.28 8/8/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/8/23 22:13 MFFg/L0.20 8/8/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/8/23 22:13 MFFg/L0.15 8/8/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/8/23 22:13 MFFg/L1.7 8/8/23SM21-23 6200B1Vinyl Acetate
ND 1.0 8/8/23 22:13 MFFg/L0.24 8/8/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/8/23 22:13 MFFg/L0.49 8/8/23SM21-23 6200B1m+p Xylene
ND 0.50 8/8/23 22:13 MFFg/L0.24 8/8/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 101 8/8/23 22:1370-130
Toluene-d8 104 8/8/23 22:1370-130
4-Bromofluorobenzene 94.6 8/8/23 22:1370-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-04
Field Sample #: TB
Sample Matrix: Trip Blank Water
Sampled: 8/1/2023 00:00
[TOC_2]23H0777-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 8/8/23 20:23 MFFg/L2.0 8/8/23SM21-23 6200B1Acetone
ND 0.50 8/8/23 20:23 MFFg/L0.18 8/8/23SM21-23 6200B1Benzene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B1Bromobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.28 8/8/23SM21-23 6200B1Bromochloromethane
ND 0.50 8/8/23 20:23 MFFg/L0.16 8/8/23SM21-23 6200B1Bromodichloromethane
ND 0.50 8/8/23 20:23 MFFg/L0.41 8/8/23SM21-23 6200B1Bromoform
ND 2.0 8/8/23 20:23 MFFg/L1.3 8/8/23SM21-23 6200B1Bromomethane
ND 5.0 8/8/23 20:23 MFFg/L1.7 8/8/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B1n-Butylbenzene
ND 0.50 8/8/23 20:23 MFFg/L0.13 8/8/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 8/8/23 20:23 MFFg/L0.16 8/8/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 8/8/23 20:23 MFFg/L0.12 8/8/23SM21-23 6200B1Chlorobenzene
ND 50 8/8/23 20:23 MFFg/L20 8/8/23SM21-23 6200B1Ethanol
ND 0.50 8/8/23 20:23 MFFg/L0.20 8/8/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 8/8/23 20:23 MFFg/L0.34 8/8/23SM21-23 6200B1Chloroethane
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B1Chloroform
ND 0.60 8/8/23 20:23 MFFg/L0.50 8/8/23SM21-23 6200B1V-34Chloromethane
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B12-Chlorotoluene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B14-Chlorotoluene
ND 0.50 8/8/23 20:23 MFFg/L0.16 8/8/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 8/8/23 20:23 MFFg/L0.13 8/8/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.13 8/8/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.16 8/8/23SM21-23 6200B1V-34Dichlorodifluoromethane (Freon 12)
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 8/8/23 20:23 MFFg/L0.30 8/8/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 8/8/23 20:23 MFFg/L0.17 8/8/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 8/8/23 20:23 MFFg/L0.19 8/8/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 8/8/23 20:23 MFFg/L0.12 8/8/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 8/8/23 20:23 MFFg/L0.35 8/8/23SM21-23 6200B12,2-Dichloropropane
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 8/8/23 20:23 MFFg/L0.16 8/8/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 8/8/23 20:23 MFFg/L0.20 8/8/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 8/8/23 20:23 MFFg/L0.22 8/8/23SM21-23 6200B1Ethylbenzene
ND 5.0 8/8/23 20:23 MFFg/L1.2 8/8/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 8/8/23 20:23 MFFg/L0.13 8/8/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 8/8/23 20:23 MFFg/L0.17 8/8/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 8/8/23 20:23 MFFg/L0.18 8/8/23SM21-23 6200B1Methylene Chloride
ND 5.0 8/8/23 20:23 MFFg/L1.3 8/8/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 8/3/2023
Work Order: 23H0777Sample Description:Project Location: Fayetteville, NC
Sample ID: 23H0777-04
Field Sample #: TB
Sample Matrix: Trip Blank Water
Sampled: 8/1/2023 00:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 8/8/23 20:23 MFFg/L0.38 8/8/23SM21-23 6200B1Naphthalene
ND 0.50 8/8/23 20:23 MFFg/L0.12 8/8/23SM21-23 6200B1n-Propylbenzene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B1Styrene
ND 0.50 8/8/23 20:23 MFFg/L0.14 8/8/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 8/8/23 20:23 MFFg/L0.17 8/8/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 8/8/23 20:23 MFFg/L0.22 8/8/23SM21-23 6200B1Toluene
ND 1.0 8/8/23 20:23 MFFg/L0.34 8/8/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.30 8/8/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 8/8/23 20:23 MFFg/L0.19 8/8/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 8/8/23 20:23 MFFg/L0.17 8/8/23SM21-23 6200B1Trichloroethylene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 8/8/23 20:23 MFFg/L0.28 8/8/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 8/8/23 20:23 MFFg/L0.20 8/8/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 8/8/23 20:23 MFFg/L0.15 8/8/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 8/8/23 20:23 MFFg/L1.7 8/8/23SM21-23 6200B1Vinyl Acetate
ND 1.0 8/8/23 20:23 MFFg/L0.24 8/8/23SM21-23 6200B1Vinyl Chloride
ND 1.0 8/8/23 20:23 MFFg/L0.49 8/8/23SM21-23 6200B1m+p Xylene
ND 0.50 8/8/23 20:23 MFFg/L0.24 8/8/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.9 8/8/23 20:2370-130
Toluene-d8 102 8/8/23 20:2370-130
4-Bromofluorobenzene 94.7 8/8/23 20:2370-130
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]
B348365 08/08/235 5.0023H0777-01 [DW-18R]
B348365 08/08/235 5.0023H0777-02 [DW-22]
B348365 08/08/235 5.0023H0777-03 [DW-24]
B348365 08/08/235 5.0023H0777-04 [TB]
[TOC_1]Sample Preparation Information[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Volatile Organic Compounds by GC/MS[TOC]
Batch B348365 - SW-846 5030B
[TOC_3]B348365[TOC]
Blank (B348365-BLK1) Prepared & Analyzed: 08/08/23
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/L0.60 V-34ND
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/L0.50 V-34ND
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 B348365 - SW-846 5030B
Blank (B348365-BLK1) Prepared & Analyzed: 08/08/23
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 10125.3
g/L 25.0 70-130Surrogate: Toluene-d8 10225.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 95.623.9
LCS (B348365-BS1) Prepared & Analyzed: 08/08/23
Acetone g/L50 100 70-13072.272.2
Benzene g/L0.50 10.0 70-13010210.2
Bromobenzene g/L0.50 10.0 70-13098.79.87
Bromochloromethane g/L0.50 10.0 70-13011711.7
Bromodichloromethane g/L0.50 10.0 70-13010410.4
Bromoform g/L0.50 10.0 70-13076.07.60
Bromomethane g/L2.0 10.0 60-14011111.1
2-Butanone (MEK)g/L5.0 100 70-13073.873.8
n-Butylbenzene g/L0.50 10.0 70-13011211.2
sec-Butylbenzene g/L0.50 10.0 70-13011111.1
tert-Butylbenzene g/L0.50 10.0 70-13010910.9
Carbon Tetrachloride g/L0.50 10.0 70-13098.19.81
Chlorobenzene g/L0.50 10.0 70-13097.89.78
Ethanol g/L50 100 70-130128128
Chlorodibromomethane g/L0.50 10.0 70-13010110.1
Chloroethane g/L0.50 10.0 60-14082.98.29
Chloroform g/L0.50 10.0 70-13010810.8
Chloromethane g/L0.60 10.0 V-3460-14011911.9
2-Chlorotoluene g/L0.50 10.0 70-13086.18.61
4-Chlorotoluene g/L0.50 10.0 70-13094.79.47
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13093.49.34
1,2-Dichlorobenzene g/L0.50 10.0 70-13010110.1
1,3-Dichlorobenzene g/L0.50 10.0 70-13010110.1
1,4-Dichlorobenzene g/L0.50 10.0 70-13099.49.94
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 V-3460-14070.87.08
1,1-Dichloroethane g/L0.50 10.0 70-13011611.6
1,2-Dichloroethane g/L0.50 10.0 70-13099.79.97
1,1-Dichloroethylene g/L0.50 10.0 70-13094.99.49
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13011611.6
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13011211.2
1,2-Dichloropropane g/L0.50 10.0 70-13010810.8
1,3-Dichloropropane g/L0.50 10.0 70-13098.89.88
2,2-Dichloropropane g/L0.50 10.0 70-13092.59.25
1,1-Dichloropropene g/L0.50 10.0 70-13011011.0
cis-1,3-Dichloropropene g/L0.50 10.0 70-13010710.7
trans-1,3-Dichloropropene g/L0.50 10.0 70-13010210.2
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 B348365 - SW-846 5030B
LCS (B348365-BS1) Prepared & Analyzed: 08/08/23
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13011111.1
Ethylbenzene g/L0.50 10.0 70-13010410.4
2-Hexanone (MBK)g/L5.0 100 70-13088.588.5
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13097.09.70
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13011011.0
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13087.48.74
Methylene Chloride g/L5.0 10.0 70-13082.98.29
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-13088.188.1
Naphthalene g/L0.50 10.0 70-13083.38.33
n-Propylbenzene g/L0.50 10.0 70-13010210.2
Styrene g/L0.50 10.0 70-13010010.0
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13080.88.08
Tetrachloroethylene g/L0.50 10.0 70-13010410.4
Toluene g/L0.50 10.0 70-13010410.4
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13094.09.40
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13095.89.58
1,1,1-Trichloroethane g/L0.50 10.0 70-13011411.4
1,1,2-Trichloroethane g/L0.50 10.0 70-13097.29.72
Trichloroethylene g/L0.50 10.0 70-13010310.3
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13085.48.54
1,2,3-Trichloropropane g/L0.50 10.0 70-13083.08.30
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13010610.6
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13097.89.78
Vinyl Acetate g/L20 100 70-130104104
Vinyl Chloride g/L0.50 10.0 L-0260-140190*19.0
m+p Xylene g/L1.0 20.0 70-13099.719.9
o-Xylene g/L0.50 10.0 70-13010010.0
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10125.3
g/L 25.0 70-130Surrogate: Toluene-d8 10025.1
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 94.023.5
LCS Dup (B348365-BSD1) Prepared & Analyzed: 08/08/23
Acetone g/L50 100 2570-13071.4 1.1671.4
Benzene g/L0.50 10.0 2570-13099.9 2.579.99
Bromobenzene g/L0.50 10.0 2570-13092.6 6.389.26
Bromochloromethane g/L0.50 10.0 2570-130120 2.7912.0
Bromodichloromethane g/L0.50 10.0 2570-130105 0.28710.5
Bromoform g/L0.50 10.0 2570-13073.6 3.217.36
Bromomethane g/L2.0 10.0 2560-140110 0.90811.0
2-Butanone (MEK)g/L5.0 100 2570-13075.1 1.7275.1
n-Butylbenzene g/L0.50 10.0 2570-130102 9.0610.2
sec-Butylbenzene g/L0.50 10.0 2570-13099.5 11.19.95
tert-Butylbenzene g/L0.50 10.0 2570-130101 7.2410.1
Carbon Tetrachloride g/L0.50 10.0 2570-13095.0 3.219.50
Chlorobenzene g/L0.50 10.0 2570-13093.5 4.509.35
Ethanol g/L50 100 2570-130112 13.1112
Chlorodibromomethane g/L0.50 10.0 2570-130104 3.0210.4
Chloroethane g/L0.50 10.0 2560-14081.6 1.588.16
Chloroform g/L0.50 10.0 2570-130111 2.3811.1
Chloromethane g/L0.60 10.0 25 V-3460-140120 0.58712.0
2-Chlorotoluene g/L0.50 10.0 2570-13084.6 1.768.46
4-Chlorotoluene g/L0.50 10.0 2570-13093.7 1.069.37
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 B348365 - SW-846 5030B
LCS Dup (B348365-BSD1) Prepared & Analyzed: 08/08/23
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-13096.7 3.479.67
1,2-Dichlorobenzene g/L0.50 10.0 2570-13095.9 5.389.59
1,3-Dichlorobenzene g/L0.50 10.0 2570-13095.5 5.809.55
1,4-Dichlorobenzene g/L0.50 10.0 2570-13092.1 7.629.21
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 25 V-3460-14070.0 1.147.00
1,1-Dichloroethane g/L0.50 10.0 2570-130116 0.69011.6
1,2-Dichloroethane g/L0.50 10.0 2570-130103 3.1610.3
1,1-Dichloroethylene g/L0.50 10.0 2570-13094.7 0.2119.47
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-130111 4.2411.1
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-130113 0.62311.3
1,2-Dichloropropane g/L0.50 10.0 2570-130104 3.4810.4
1,3-Dichloropropane g/L0.50 10.0 2570-13096.4 2.469.64
2,2-Dichloropropane g/L0.50 10.0 2570-13086.1 7.178.61
1,1-Dichloropropene g/L0.50 10.0 2570-130110 0.45511.0
cis-1,3-Dichloropropene g/L0.50 10.0 2570-130108 0.93210.8
trans-1,3-Dichloropropene g/L0.50 10.0 2570-130104 1.4510.4
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130109 1.5510.9
Ethylbenzene g/L0.50 10.0 2570-130100 4.3010.0
2-Hexanone (MBK)g/L5.0 100 2570-13088.2 0.39688.2
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-13092.4 4.869.24
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-13098.5 10.89.85
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-13088.4 1.148.84
Methylene Chloride g/L5.0 10.0 2570-13083.5 0.7218.35
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-13090.1 2.3390.1
Naphthalene g/L0.50 10.0 2570-13078.4 6.067.84
n-Propylbenzene g/L0.50 10.0 2570-13095.3 6.999.53
Styrene g/L0.50 10.0 2570-13098.4 2.119.84
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-13078.3 3.147.83
Tetrachloroethylene g/L0.50 10.0 2570-130101 3.1210.1
Toluene g/L0.50 10.0 2570-130105 0.57510.5
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-13090.2 4.139.02
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-13091.3 4.819.13
1,1,1-Trichloroethane g/L0.50 10.0 2570-130109 4.5010.9
1,1,2-Trichloroethane g/L0.50 10.0 2570-13094.2 3.139.42
Trichloroethylene g/L0.50 10.0 2570-130102 1.1710.2
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-13084.0 1.658.40
1,2,3-Trichloropropane g/L0.50 10.0 2570-13080.7 2.818.07
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13099.0 6.839.90
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-13091.0 7.209.10
Vinyl Acetate g/L20 100 2570-130100 3.12100
Vinyl Chloride g/L0.50 10.0 25 L-0260-140190 0.00*19.0
m+p Xylene g/L1.0 20.0 2570-13095.4 4.3619.1
o-Xylene g/L0.50 10.0 2570-13096.9 3.259.69
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10325.8
g/L 25.0 70-130Surrogate: Toluene-d8 10225.6
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 94.823.7
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
*QC result is outside of established limits.
Wide recovery limits established for difficult compound.
Wide RPD limits established for difficult compound.
#Data exceeded client recommended or regulatory level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
FLAG/QUALIFIER SUMMARY
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits.
Data validation is not affected since all results are "not detected" for associated samples in this batch and bias is
on the high side.
L-02
Initial calibration verification (ICV) did not meet method specifications and was biased on the low side for this
compound. Reported result is estimated.
V-34
[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