FA-29433_48580_CA_SCH_20220613.pdf

Speedway LLC

Speedway Office
500 Speedway Drive
Enon, OH 45323
Telephone [phone]

June 13, 2022

Delivered via electronic mail to [e-mail]

Ms. Sarah Brown
North Carolina Department of Environmental Quality
Fayetteville Regional Office
Division of Waste Management - UST Section
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5095

Re: Site Check Report
Speedway No. 8673
1760 NC Highway 5
Aberdeen, Moore County, North Carolina

Dear Ms. Brown:

Speedway LLC (Speedway) is pleased to provide the attached Site Check Report for the
referenced site. The services outlined in this report were performed by our consultant, ATC
Associates of North Carolina, P.C. (ATC), as directed by the North Carolina Department of
Environmental Quality (NCDEQ), associated with Dispenser Sump 3/4 and Dispenser Sump 5/6.

On March 28, 2022, Speedway contractor personnel discovered product in Dispenser Sumps 3/4
and 5/6 due to a loose premium unleaded union located above the shear valve in Dispenser Sump
3/4. The liquid in Dispenser Sump 5/6 was suspected to be originally from Dispenser 3/4, but was
transferred to Dispenser Sump 5/6 via the secondary line connecting the dispenser sumps. The
union was tightened, and the product was removed from both dispenser sumps. The boot
conditions in both dispenser sumps resulted in visual failures. Subsequently, UST-Form 17 B was
submitted to the NCDEQ documenting the suspected release on March 30, 2022.

On May 11, 2022, ATC installed two soil borings near Dispenser Sumps 3/4 and 5/6. Laboratory
analytical results of soil samples collected from the soil borings indicated that detections of total
petroleum hydrocarbons gasoline range organics and total petroleum hydrocarbons diesel range
organics were well below the established NCDEQ Action Levels. Additionally, no petroleum
associated compounds were detected above the established Soil-to-Groundwater Maximum Soil
Contaminant Concentrations.

Based on the findings of the site check activities, soil impacts associated with Dispenser Sumps
3/4 and 5/6 were not observed at the site. Additionally, groundwater was not encountered within 25
feet of the land surface at the site. Therefore, Speedway recommends that No Further Action be
issued for this incident.
Ms. Sarah Brown
NCDEQ
June 13, 2022
Page 2

If you have any questions or require additional information, please contact me at 919-516-8069
or by email at [e-mail].

Sincerely,
Speedway LLC

Charles A. Chiara
Manager, Environmental Services

Attachment

cc: ATC Associates of North Carolina, P.C., 2725 East Millbrook Road, Suite 121, Raleigh, NC
27604

Site Check Report

Prepared for:

Speedway LLC

June 13, 2022
Speedway No. 8673
1760 NC Highway 5
Aberdeen, Moore County, North Carolina
NCDEQ Facility ID No. 0-036637
ATC Project No. SWDP867304

SWDP867304

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. ii
Document Information
Prepared for Speedway LLC
Project Name Speedway No. 8673
File Reference SW 8673_Site Check Report_06-22
Job Reference SWDP867304
Date June 14, 2022
Contact Information
ATC Associates of North Carolina, P.C.
2725 East Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Telephone: [phone]
www.atcgs.com
Document Control
Version Date Author Author
Initials
Reviewer Reviewer
Initials
Draft 6-10-2022 Aaron D. Springer ADS D.T. Hurdle DTH
Final 6-13-2022 Aaron D. Springer ADS Bob Bolton BB

Aaron D. Springer

Donald T. Hurdle, PG (NC No. 1908)
Staff Scientist Project Manager
For ATC Associates of NC, PC For ATC Associates of NC, PC
Direct Line + 919.227.3353 Direct Line + 757.364.6739
Email: [e-mail] Email: [e-mail]

______________________________________

Bob Bolton

Senior Project Manager
For ATC Associates of NC, PC
Direct Line + 803.223.0793
Email: [e-mail]
Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. iii
Site Information
Site Name: Speedway No. 6982
Site Address: 1760 NC Highway 5
Aberdeen, Moore County, North Carolina

Facility I.D.: 0-036883 UST Incident Number (if known): Unknown
Latitude: 35.161892 Longitude: -79.472046
Source: Speedway IDS

UST Owner: Speedway LLC UST Operator: Speedway LLC
Address: 500 Speedway Drive Address: 500 Speedway Drive
Enon, Ohio 45323 Enon, Ohio 45323
Telephone [phone] Telephone [phone]

Property Property
Owner: Amicus Investments, LLC Occupant: Speedway LLC
Address: 539 S Main Street Address: 500 Speedway Drive
Findlay, Ohio 45840 Enon, Ohio 45323
Telephone [phone]

Consultant: ATC Associates of North Carolina, P.C.
Address: 2725 East Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Telephone [phone]

Analytical
Laboratory: Pace Analytical Laboratories State Certification No. ENV375/DW21704/BI0041
Address: 12065 Lebanon Road
Mt. Juliet, Tennessee 37122
Telephone [phone]

Release Information
Date Discovered: March 28, 2022
Estimated Quantity
Of Release: Unknown; if any
Cause of Release: Product was discovered in Dispenser Sumps 3/4 and 5/6 due to a loose premium unleaded
union located above the shear valve in Dispenser 3/4. The boot conditions in both
dispenser sumps resulted in visual failures.
UST Information: One regular unleaded 12,000-gallon UST, one premium unleaded 12,000-gallon UST,
and one diesel 6,000-gallon UST were installed on January 30, 2004 and are currently
operating.

I, Donald T. Hurdle, a Professional Engineer/Licensed Geologist (circle one) for ATC Associates of North Carolina.
P.C., do certify that the information contained in this report is correct and accurate to the best of my knowledge.

ATC Associates of North Carolina. P.C. is licensed to practice geology/engineering (circle one or both) in North
Carolina. The certification number issued by the North Carolina Board for Licensing of Geologists is C-274. The
certification number issued by the North Carolina Board of Examiners for Engineers and Surveyors is C-1598.

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. iv
Executive Summary
ATC Associates of North Carolina, P.C., (ATC) on behalf of Speedway LLC (Speedway), completed site check
activities at Speedway No. 8673. On March 28, 2022, Speedway contractor personnel discovered product in
Dispenser Sumps 3/4 and 5/6 due to a loose premium unleaded union located above the shear valve in Dispenser
Sump 3/4. The liquid in Dispenser Sump 5/6 was suspected to be originally from Dispenser 3/4, but was transferred
to Dispenser Sump 5/6 via the secondary line connecting the dispenser sumps. The union was tightened, and the
product was removed from both dispenser sumps. The boot conditions in both dispenser sumps resulted in visual
failures. Subsequently, UST-Form 17 B was submitted to the NCDEQ documenting the suspected release on
March 30, 2022.
On May 11, 2022, ATC oversaw Regional Probing Services install soil boring SB-03 near Dispenser Sump 3/4
and soil boring SB-04 near Dispenser Sump 5/6. Soil borings SB-03 and SB-04 were terminated at 25 feet below
ground surface (bgs), where direct push technology refusal was encountered due to borehole collapse.
Groundwater was not encountered and did not accumulate in either of the soil borings. Soil samples were collected
from the interval with the highest PID reading from each of the borings (16-20 feet bgs from boring SB-03 and 16-
21 feet bgs from boring SB-04). The soil samples were placed in laboratory-supplied containers, entered into
chain-of-custody control, placed on ice, and shipped via FedEx to Pace Laboratories (Pace) [12065 Lebanon
Road, Mt. Juliet, Tennessee 37122, North Carolina Laboratory Certification Number ENV375/DW21704/BI0041,
[phone]] for benzene, toluene, ethylbenzene, total xylenes (BTEX), methyl tert-butyl ether (MTBE),
naphthalene, and di-isopropyl ether (IPE) analysis by Environmental Protection Agency (EPA) Method 8260; Total
Petroleum Hydrocarbon (TPH) Diesel Range Organics (DRO) analysis by EPA Method 8015; and TPH Gasoline
Range Organics (GRO) analysis by EPA Method 8015. Laboratory analytical results indicated the detection of
TPH GRO at an estimated concentration of 0.967 mg/kg and the detection of TPH DRO at an estimated
concentration of 1.89 mg/kg in sample SB-03. TPH DRO was detected at an estimated concentration of 2.19
mg/kg in sample SB-04. The NCDEQ Action Levels for TPH GRO and TPH DRO are 50 mg/kg and 100 mg/kg,
respectively. All other constituents in the soil samples were less than their respective laboratory reporting limits.
Based on the findings of the site check activities, soil impacts associated with Dispenser Sumps 3/4 and 5/6 were not
observed at the site. Additionally, groundwater was not encountered within 25 feet of the land surface at the site.
Therefore, ATC recommends that No Further Action be issued for this incident.

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. v
Table of Contents
Site Information iii
Executive Summary iv
1 Introduction 1
1.1 UST Owner and Operator Information 1
1.2 UST Information 1
1.3 AST Information 1
1.4 Suspected Release Information 1
2 Site Characteristics 2
2.1 Site Status 2
2.2 Surrounding Property Use 2
3 Subsurface Investigation 3
3.1 Site Geology and Hydrogeology 3
3.2 Soil Boring Advancement 3
3.3 Soil Sample Collection 3
3.4 Soil Sample Results 3
3.5 Groundwater Occurrence 3
4 Conclusions and Recommendations 4
4.1 Conclusions 4
4.2 Recommendations 4
5 Report Limitations 5
6 References 6
Tables
TABLE 1 Potential Water Supply Well Receptor Information
TABLE 2 Summary of Soil Analytical Results
Figures
FIGURE 1 Site Vicinity Map
FIGURE 2 Site Map

Appendices

APPENDIX A Boring Logs
APPENDIX B Laboratory Analytical Results
Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 1
1 Introduction
On behalf of Speedway LLC (Speedway), ATC Associates of North Carolina, P.C. (ATC) has completed site check
activities at Speedway No. 8673 located at 1760 NC Highway 5 in Aberdeen, Moore County, North Carolina. The
site is currently a convenience store with retail gasoline and diesel sales. A topographic map of the site vicinity is
included as Figure 1. A detailed map of site characteristics, UST system components, and other pertinent features
is included as Figure 2.
1.1 UST Owner and Operator Information
Three underground storage tanks (USTs) are present at the site. The USTs and their appurtenances are owned
and operated by Speedway of Enon, Ohio. Information regarding each tank is provided below.
1.2 UST Information
UST
ID PRODUCT CAPACITY
(gals.) MATERIALS INSTALLATION
DATE
UST
STATUS
RELEASE
ASSOCIATED
(Yes/No)

1 Gasoline
(Unleaded) 12,000 Fiberglass Clad
Singlewall Steel 01-30-2004 Active No
2 Gasoline
(Premium) 12,000
Fiberglass
Clad Singlewall
Steel
01-30-2004 Active No
3 Diesel 6,000 Fiberglass Clad
Singlewall Steel 01-30-2004 Active No
1.3 AST Information
No ASTs were observed on the site.
1.4 Suspected Release Information
On March 28, 2022, Speedway contractor personnel discovered product in Dispenser Sumps 3/4 and 5/6 due to
a loose premium unleaded union located above the shear valve in Dispenser Sump 3/4. The liquid in Dispenser
Sump 5/6 was suspected to be originally from Dispenser 3/4, but was transferred to Dispenser Sump 5/6 via the
secondary line connecting the dispenser sumps. The union was tightened, and the product was removed from
both dispenser sumps. The boot conditions in both dispenser sumps resulted in visual failures. Subsequently,
UST-Form 17 B was submitted to the NCDEQ documenting the suspected release on March 30, 2022.

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 2
2 Site Characteristics
2.1 Site Status
Presently, the site is an active convenience store with retail petroleum sales. Surface cover at the site consists of
concrete.
2.2 Surrounding Property Use
The site is located within an area characterized by commercial, light manufacturing, and residential development.

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 3
3 Subsurface Investigation
3.1 Site Geology and Hydrogeology
The site is located in the Coastal Plain Province of North Carolina, which consists of flat land with gently rolling
hills and valleys. Underlying the Coastal Plain is an eastward thickening wedge shaped strata of marine and non-
marine sediments and sedimentary rocks overlying a crystalline rock “basement”. According to the Geologic Map
of North Carolina (Brown, et al., 1985), the site is underlain by Tertiary age sediments of the Pinehurst Formation.
The Pinehurst Formation is characterized as unconsolidated medium to coarse grained sand with crossbedding
and common rhythmic bands of clayey sand.
Based on observations made during soil assessment activities, the residual soils at the site consists of bands of
well graded sand, clayey sand, and medium grained sand. Groundwater does not occur within 25 feet of the land
surface.
3.2 Soil Boring Advancement
On May 11, 2022, ATC oversaw Regional Probing Services of Wake Forest, North Carolina install soil boring SB-
03 near Dispenser Sump 3/4 and soil boring SB-04 near Dispenser Sump 5/6. Soil was collected in two foot
intervals from the land surface to six feet below ground surface (bgs) using a hand auger and in five foot intervals
from six feet bgs to boring termination using macrocore samplers for field screening with a photoionization detector
(PID). Soil borings SB-03 and SB-04 were terminated at 25 feet bgs, where direct push technology refusal was
encountered due to borehole collapse. The macrocore sample was not recovered for the 20 to 25 foot interval of
soil boring SB-03 due to borehole collapse preventing recovery of the tooling. Groundwater was not encountered
and did not accumulate in either of the soil borings. Locations of borings SB-03 and SB-04 are shown on Figure
2. A copy of the boring logs for soil borings SB-03 and SB-04 are included in Appendix A.
3.3 Soil Sample Collection
Soil samples were collected from the interval with the highest PID reading from each of the borings (16 to 20 feet
bgs from boring SB-03 and 16 to 21 feet bgs from boring SB-04). The soil samples were placed in laboratory-
supplied containers, entered into chain-of-custody control, placed on ice, and shipped via FedEx to Pace
Laboratories (Pace) [12065 Lebanon Road, Mt. Juliet, Tennessee 37122, North Carolina Laboratory Certification
Number ENV375/DW21704/BI0041, [phone]] for benzene, toluene, ethylbenzene, total xylenes (BTEX),
methyl tert-butyl ether (MTBE), naphthalene, and di-isopropyl ether (IPE) analysis by Environmental Protection
Agency (EPA) Method 8260; Total Petroleum Hydrocarbon (TPH) Diesel Range Organics (DRO) analysis by EPA
Method 8015; and TPH Gasoline Range Organics (GRO) analysis by EPA Method 8015.
3.4 Soil Sample Results
Laboratory analytical results indicated the detection of TPH GRO at an estimated concentration of 0.967 mg/kg
and the detection of TPH DRO at an estimated concentration of 1.89 mg/kg in sample SB-03 collected 16 to 20
feet bgs. TPH DRO was detected at an estimated concentration of 2.19 mg/kg in sample SB-04 collected 16 to 21
feet bgs. The NCDEQ Action Levels for TPH GRO and TPH DRO are 50 mg/kg and 100 mg/kg, respectively. All
other constituents in the soil samples were less than their respective laboratory reporting limits. The soil sample
analytical results are provided in Table 2. The laboratory analytical reports are provided in Appendix B.
3.5 Groundwater Occurrence
Groundwater was not encountered and did not accumulate in either of the borings prior to the termination depth
of 25 feet bgs; therefore, groundwater samples were not collected as part of the site check activities described
herein.
Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 4
4 Conclusions and Recommendations
4.1 Conclusions
Based on the information obtained during the Site Check activities, the following conclusions are made:
 Detections of TPH GRO and TPH DRO in sample SB-03 and TPH DRO in sample SB-04 were well below
the established NCDEQ Action Levels;
 No constituents were detected at concentrations exceeding the respective Soil-to-Groundwater MSCCs
in either of the two soil borings; and
 Groundwater was not encountered within 25 feet of the land surface at the site.
4.2 Recommendations
Based on the findings and conclusions of this report, ATC recommends No Further Action regarding this incident.
Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 5
5 Report Limitations
This investigation is intended to be a non-biased assessment of on-site environmental conditions proximate to the
location of the current UST system. Subsurface investigative and remedial methodologies were performed in
general accordance with applicable state and federal regulatory requirements. The information presented in this
report is based upon site-specific observations, generally accepted geological and environmental consulting
practices, and analytical results for environmental samples collected at the time the field investigation was
performed. The data presented in this report are believed to represent subsurface conditions at the facility;
however, data may not be completely representative of subsurface conditions at every location. ATC assumes no
liability arising from environmental impact to, or from, the site, regardless of the date of impact occurrence or
findings.

Site Check Report
Speedway No. 8673
June 13, 2022 ATC Associates of North Carolina, P.C. 6
6 References
Brown, P.M. and others. 1985. Geologic Map of North Carolina. North Carolina Geological Survey.
https://ncdenr.maps.arcgis.com/apps/MapSeries/index.html?appid=a8281cbd24b84239b29cd2ca798d4a10
North Carolina Department of Environmental Quality Division of Waste Management UST Section. 2021. UST
Section Assessment Guidelines.

Site Check Report
Speedway No. 8673
June 13, 2022

Speedway No. 8673

TABLES
UST ID Number 1, 2, 3 Facility ID Number 00-0-0000036637
City State Zip Telephone Number
Enon OH 45323 919-516-8069
City State Zip Telephone Number
Enon OH 45323 919-516-8069
Street Address
TABLE 1
UST OWNER / OPERATOR INFORMATION
SPEEDWAY NO. 8673
1760 NC HIGHWAY 5
ABERDEEN, MOORE COUNTY, NORTH CAROLINA
NCDEQ FACILITY ID NO. 0-036637
ATC GROUP SERVICES OF NORTH CAROLINA, P.C. PROJECT NO. SWDP867304
Name of Owner Dates of Operation
Speedway LLC 1-30-2004 to Current
500 Speedway Drive
500 Speedway Drive
Name of Operator Dates of Operation (MM/DD/YY to MM/DD/YY)
Speedway LLC 1-30-2004 to Current
Street Address
BenzeneTolueneEthylbenzeneTotal XylenesTotal BTEXMethyl tert-butyl ether (MTBE)NaphthaleneDi-isopropyl etherTPH - GROTPH - DRO------------------------50 100
0.0072 5.4 8 6 ---0.085 0.2 0.32 ------
12 1,250 60.3 3,120 ---156 5.5 ---------
59.4 18,600 297 46,700 ---1,810 27 2,330 ------
SB-03 (16-20)16-20 05/11/22 2.1 <0.00140 <0.00702 <0.00351 <0.00913 ---<0.00140 <0.0176 <0.00140 0.967 J 1.89 J
SB-04 (16-21)16-21 05/11/22 1.0 <0.00135 <0.00674 <0.00337 <0.00876 ---<0.00135 <0.00169 <0.00135 <3.37 2.19 J
Notes:
1. Concentrations reported in milligrams per kilogram (mg/kg).
2. MSCCs = Maximum Soil Contaminant Concentration.
3. Underline denotes concentration equals or exceeds Action Level.
4. Italics type denotes concentration equals or exceeds Soil-to-Groundwater MSCCs.
5. BOLD type denotes concentration equals or exceeds Residential MSCCs.
6. Underlined BOLD denotes concentration equals or exceeds Industrial/Commercial MSCCs.
7. "<" denotes compound not detected above laboratory method detection limit or reporting limit. Reporting limit shown.
Residential Soil Clean-up Levels
Industrial/Commercial Soil Clean-up Levels
EPA Method 8260 (mg/kg)
Soil Sample ID
Sample
Depth
(feet)
Sample
Date
PID Reading
(ppm)
Action Level
NCDEQ FACILITY ID NO. 0-036637
ATC GROUP SERVICES OF NORTH CAROLINA, P.C. PROJECT NO. SWDP867304
8015 (mg/kg)
Soil-to-Groundwater MSCCs
TABLE 2
SUMMARY OF SOIL ANALYTICAL RESULTS
SPEEDWAY NO. 8673
1760 NC HIGHWAY 5
ABERDEEN, MOORE COUNTY, NORTH CAROLINA
Site Check Report
Speedway No. 8673
June 13, 2022

Speedway No. 8673

FIGURES
CAD FILE PREP. BY REV. BY SCALE PROJECT NO.
TITLE
DATE
GEOTECHNICALENVIRONMENTAL
MATERIALS TESTINGBUILDING SCIENCES(919) 871-0999 FAX [phone]
Raleigh, North Carolina 27604
2725 E. Millbrook Road, Suite 121
SITE
CAD FILE PREP. BYTYPE CODE REV. BY SCALE PROJECT NO.
TITLE
DATE
NOTES:
GEOTECHNICALENVIRONMENTAL
MATERIALS TESTINGBUILDING SCIENCES
2725 E. Millbrook Road, Suite 121
[phone] FAX [phone]
Raleigh, North Carolina 27604
Site Check Report
Speedway No. 8673
June 13, 2022

Speedway No. 8673

APPENDIX A
Boring Logs
06-07-2022 S:\Enviro\Speedway\SW 8673, Aberdeen, NC\00004 April 2022 Site Check\Boring Logs\SB-03.borft bgs = Feet Below Ground Surface.
Groundwater not encountered in boring.
Soil sample SB-03 (16-20) collected from 16-20 ft bgs.
SOIL BORING: SB-03
(Page 1 of 1)
Date(s) Drilled : 5/11/2022
Drilling Contractor : Regional Probing Services
Drilling Method : Air Knife
: Direct Push Technology
Boring Diameter : 2.25"
Sampling Method : Macrocore
Sampling Invertal : 2 feet/5 feet
Logged By : Aaron D. Springer
Depth in Feet (BGS)0
5
10
15
20
25 USCSAR
SW
SC
SW
SC GRAPHICDESCRIPTION
Concrete and aggregate base.
SAND, well graded, subangular, brown to tan to light tan.
CLAYEY SAND, medium grained, tight and compacted, reddish brown with tan and
white layers, moist.
SAND, well graded, brown and tan, subangular, wet.
CLAYEY SAND, medium grained, tight and compacted, reddish brown with tan and white layers, dry.
No recovery. Borehole collapse prevented recovery of tooling.
End of boring.
PID
(ppm)
0.2
0.1
0.2
0.2
0.3
1.0
Client: Speedway, LLC
Facility ID#:00-0-000036637
Aberdeen, Moore County, North Carolina
1760 NC Highway 5
Speedway #8673
06-07-2022 S:\Enviro\Speedway\SW 8673, Aberdeen, NC\00004 April 2022 Site Check\Boring Logs\SB-04.borft bgs = Feet Below Ground Surface.
Groundwater not encountered iin boring.
Soil sample SB-04 (16-21) collected from 16 to 21 ft bgs.
SOIL BORING: SB-04
(Page 1 of 1)
Date(s) Drilled : 5/11/2022
Drilling Contractor : Regional Probing Services
Drilling Method : Air Knife
: Direct Push Technology
Boring Diameter : 2.25"
Sampling Method : Macrocore
Sampling Invertal : 2 feet/5 feet
Logged By : Aaron D. Springer
Depth in Feet (BGS)0
5
10
15
20
25 USCSGRAPHICDESCRIPTION PID
(ppm)
0.4
0.5
0.6
0.2
0.2
2.1
1.4
AR
SW
SC
SW
SC
Concrete and aggregate base.
SAND, well graded, subangular, brown to tan to light tan.
CLAYEY SAND, medium grained, tight and compacted, reddish brown and tan, moist.
SAND, well graded, subangular, tan, wet.
CLAYEY SAND, medium grained, tight and compacted, reddish brown with white and
tan layers. Technology refusal at 25 ft bgs; borehole collapse prevented DPT advancement beyond 25 ft bgs.
End of boring.
Client: Speedway, LLC
Facility ID#:00-0-000036637
Aberdeen, Moore County, North Carolina
1760 NC Highway 5
Speedway #8673
Site Check Report
Speedway No. 8673
June 13, 2022

Speedway No. 8673

APPENDIX B
Laboratory Analytical Report

ANALYTICAL REPORT
May 26, 2022
ATC Group Services - SC - Speedway
Sample Delivery Group:L1493908
Samples Received:05/13/2022
Project Number:0008673
Description:SW 8673
Site:0036637
Report To:Bob Bolton / Donald Hurdle
7499 Parklane Road, Suite 112
Columbia, SC 29223
Entire Report Reviewed By:
May 26, 2022
[Preliminary Report]
John Hawkins
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided, and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 www.pacenational.com
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
ATC Group Services - SC - Speedway 0008673 L1493908 05/26/22 12:56 1 of 18
May 27, 2022
John Hawkins
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
ATC Group Services - SC - Speedway 0008673 L1493908 05/27/22 06:55 1 of 18
TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
SB-03 (16-20) L1493908-01 5
SB-04 (16-21) L1493908-02 6
Qc: Quality Control Summary 7
Total Solids by Method 2540 G-2011 7
Volatile Organic Compounds (GC) by Method 8015D/GRO 9
Volatile Organic Compounds (GC/MS) by Method 8260D 10
Semi-Volatile Organic Compounds (GC) by Method 8015C 12
Gl: Glossary of Terms 13
Al: Accreditations & Locations 14
Sc: Sample Chain of Custody 15
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
ATC Group Services - SC - Speedway 0008673 L1493908 05/26/22 12:56 2 of 18
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
ATC Group Services - SC - Speedway 0008673 L1493908 05/27/22 06:55 2 of 18
SAMPLE SUMMARY
Collected by Collected date/time Received date/time
SB-03 (16-20) L1493908-01 Solid Aaron Springer 05/11/22 14:00 05/13/22 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1866172 1 05/19/22 10:51 05/19/22 11:00 CMK Mt. Juliet, TN
Volatile Organic Compounds (GC) by Method 8015D/GRO WG1865478 25 05/11/22 14:00 05/19/22 08:44 CAM Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D WG1866633 1 05/11/22 14:00 05/20/22 02:03 ACG Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015C WG1868750 1 05/24/22 17:29 05/25/22 15:34 JAS Mt. Juliet, TN
Collected by Collected date/time Received date/time
SB-04 (16-21) L1493908-02 Solid Aaron Springer 05/11/22 13:45 05/13/22 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG1866173 1 05/19/22 09:51 05/19/22 10:14 CMK Mt. Juliet, TN
Volatile Organic Compounds (GC) by Method 8015D/GRO WG1865478 25 05/11/22 13:45 05/19/22 09:07 CAM Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D WG1866633 1 05/11/22 13:45 05/20/22 02:23 ACG Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015C WG1868750 1 05/24/22 17:29 05/25/22 15:47 JAS Mt. Juliet, TN
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
John Hawkins
Project Manager
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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John Hawkins
Project Manager
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SAMPLE RESULTS - 01
L1493908
SB-03 (16-20)
Collected date/time: 05/11/22 14:00
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 85.5 1 05/19/2022 11:00 WG1866172
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) Low Fraction 0.967 B J 0.762 3.51 25 05/19/2022 08:44 WG1865478
(S) a,a,a-Trifluorotoluene(FID)99.4 77.0-120 05/19/2022 08:44 WG1865478
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Benzene U 0.000656 0.00140 1 05/20/2022 02:03 WG1866633
Toluene U 0.00183 0.00702 1 05/20/2022 02:03 WG1866633
Ethylbenzene U 0.00103 0.00351 1 05/20/2022 02:03 WG1866633
Total Xylenes U 0.00124 0.00913 1 05/20/2022 02:03 WG1866633
Methyl tert-butyl ether U 0.000491 0.00140 1 05/20/2022 02:03 WG1866633
Naphthalene U 0.00685 0.0176 1 05/20/2022 02:03 WG1866633
Di-isopropyl ether U 0.000576 0.00140 1 05/20/2022 02:03 WG1866633
(S) Toluene-d8 106 75.0-131 05/20/2022 02:03 WG1866633
(S) 4-Bromofluorobenzene 88.9 67.0-138 05/20/2022 02:03 WG1866633
(S) 1,2-Dichloroethane-d4 94.6 70.0-130 05/20/2022 02:03 WG1866633
Semi-Volatile Organic Compounds (GC) by Method 8015C
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 1.89 J 0.899 4.68 1 05/25/2022 15:34 WG1868750
(S) o-Terphenyl 69.7 18.0-148 05/25/2022 15:34 WG1868750
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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SAMPLE RESULTS - 02
L1493908
SB-04 (16-21)
Collected date/time: 05/11/22 13:45
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 87.4 1 05/19/2022 10:14 WG1866173
Volatile Organic Compounds (GC) by Method 8015D/GRO
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) Low Fraction U 0.732 3.37 25 05/19/2022 09:07 WG1865478
(S) a,a,a-Trifluorotoluene(FID)99.3 77.0-120 05/19/2022 09:07 WG1865478
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
Benzene U 0.000630 0.00135 1 05/20/2022 02:23 WG1866633
Toluene U 0.00175 0.00674 1 05/20/2022 02:23 WG1866633
Ethylbenzene U 0.000993 0.00337 1 05/20/2022 02:23 WG1866633
Total Xylenes U 0.00119 0.00876 1 05/20/2022 02:23 WG1866633
Methyl tert-butyl ether U 0.000472 0.00135 1 05/20/2022 02:23 WG1866633
Naphthalene U 0.00658 0.0169 1 05/20/2022 02:23 WG1866633
Di-isopropyl ether U 0.000553 0.00135 1 05/20/2022 02:23 WG1866633
(S) Toluene-d8 110 75.0-131 05/20/2022 02:23 WG1866633
(S) 4-Bromofluorobenzene 86.6 67.0-138 05/20/2022 02:23 WG1866633
(S) 1,2-Dichloroethane-d4 99.6 70.0-130 05/20/2022 02:23 WG1866633
Semi-Volatile Organic Compounds (GC) by Method 8015C
Result (dry)Qualifier MDL (dry)RDL (dry)Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 2.19 J 0.880 4.58 1 05/25/2022 15:47 WG1868750
(S) o-Terphenyl 62.0 18.0-148 05/25/2022 15:47 WG1868750
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1866172
Total Solids by Method 2540 G-2011 L1493908-01
Method Blank (MB)
(MB) R3794150-1 05/19/22 11:00
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1493738-02 Original Sample (OS) • Duplicate (DUP)
(OS) L1493738-02 05/19/22 11:00 • (DUP) R3794150-3 05/19/22 11:00
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 91.3 91.2 1 0.113 10
Laboratory Control Sample (LCS)
(LCS) R3794150-2 05/19/22 11:00
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 49.9 99.8 85.0-115
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1866173
Total Solids by Method 2540 G-2011 L1493908-02
Method Blank (MB)
(MB) R3794148-1 05/19/22 10:14
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1493940-10 Original Sample (OS) • Duplicate (DUP)
(OS) L1493940-10 05/19/22 10:14 • (DUP) R3794148-3 05/19/22 10:14
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 80.4 80.2 1 0.138 10
Laboratory Control Sample (LCS)
(LCS) R3794148-2 05/19/22 10:14
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 85.0-115
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1865478
Volatile Organic Compounds (GC) by Method 8015D/GRO L1493908-01,02
Method Blank (MB)
(MB) R3794173-3 05/19/22 04:42
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) Low Fraction 0.772 J 0.543 2.50
(S)
a,a,a-Trifluorotoluene(FID)98.8 77.0-120
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3794173-1 05/19/22 03:33 • (LCSD) R3794173-2 05/19/22 03:56
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
TPH (GC/FID) Low Fraction 5.50 4.63 4.70 84.2 85.5 72.0-127 1.50 20
(S)
a,a,a-Trifluorotoluene(FID) 105 106 77.0-120
L1493978-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1493978-01 05/19/22 10:16 • (MS) R3794173-4 05/19/22 18:25 • (MSD) R3794173-5 05/19/22 18:48
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/FID) Low Fraction 110 35.0 157 135 111 90.9 25 10.0-151 15.1 28
(S)
a,a,a-Trifluorotoluene(FID) 109 106 77.0-120
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1866633
Volatile Organic Compounds (GC/MS) by Method 8260D L1493908-01,02
Method Blank (MB)
(MB) R3794378-3 05/20/22 00:45
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
Benzene U 0.000467 0.00100
Toluene U 0.00130 0.00500
Ethylbenzene U 0.000737 0.00250
Xylenes, Total U 0.000880 0.00650
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00488 0.0125
Di-isopropyl ether U 0.000410 0.00100
(S) Toluene-d8 107 75.0-131
(S) 4-Bromofluorobenzene 96.4 67.0-138
(S) 1,2-Dichloroethane-d4 95.9 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3794378-1 05/19/22 23:26 • (LCSD) R3794378-2 05/19/22 23:46
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Benzene 0.125 0.126 0.125 101 100 70.0-123 0.797 20
Toluene 0.125 0.125 0.128 100 102 75.0-121 2.37 20
Ethylbenzene 0.125 0.138 0.142 110 114 74.0-126 2.86 20
Xylenes, Total 0.375 0.386 0.399 103 106 72.0-127 3.31 20
Methyl tert-butyl ether 0.125 0.137 0.136 110 109 66.0-132 0.733 20
Naphthalene 0.125 0.101 0.103 80.8 82.4 59.0-130 1.96 20
Di-isopropyl ether 0.125 0.126 0.126 101 101 60.0-136 0.000 20
(S) Toluene-d8 103 105 75.0-131
(S) 4-Bromofluorobenzene 101 103 67.0-138
(S) 1,2-Dichloroethane-d4 108 108 70.0-130
L1494651-12 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1494651-12 05/20/22 07:36 • (MS) R3794378-4 05/20/22 07:56 • (MSD) R3794378-5 05/20/22 08:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg %%%%%
Benzene 0.244 U 0.633 0.617 101 98.8 1.95 10.0-149 2.46 37
Toluene 0.244 U 0.668 0.658 107 105 1.95 10.0-156 1.54 38
Ethylbenzene 0.244 U 0.722 0.697 116 111 1.95 10.0-160 3.61 38
Xylenes, Total 0.732 U 1.99 1.94 106 104 1.95 10.0-160 2.60 38
Methyl tert-butyl ether 0.244 U 0.638 0.635 102 102 1.95 11.0-147 0.402 35
Naphthalene 0.244 U 0.461 0.471 73.8 75.4 1.95 10.0-160 2.20 36
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1866633
Volatile Organic Compounds (GC/MS) by Method 8260D L1493908-01,02
L1494651-12 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1494651-12 05/20/22 07:36 • (MS) R3794378-4 05/20/22 07:56 • (MSD) R3794378-5 05/20/22 08:16
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg %%%%%
Di-isopropyl ether 0.244 U 0.602 0.604 96.3 96.7 1.95 10.0-147 0.425 36
(S) Toluene-d8 105 108 75.0-131
(S) 4-Bromofluorobenzene 97.7 99.7 67.0-138
(S) 1,2-Dichloroethane-d4 101 103 70.0-130
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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QUALITY CONTROL SUMMARYWG1868750
Semi-Volatile Organic Compounds (GC) by Method 8015C L1493908-01,02
Method Blank (MB)
(MB) R3795837-1 05/25/22 10:16
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 57.1 18.0-148
Laboratory Control Sample (LCS)
(LCS) R3795837-2 05/25/22 10:30
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 36.3 72.6 50.0-150
(S) o-Terphenyl 58.3 18.0-148
L1493815-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1493815-01 05/25/22 16:42 • (MS) R3795837-3 05/25/22 16:56 • (MSD) R3795837-4 05/25/22 17:10
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/FID) High Fraction 58.6 4.75 37.1 28.9 55.2 42.2 1 50.0-150 J3 J6 24.8 20
(S) o-Terphenyl 40.0 30.0 18.0-148
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
MDL (dry)Method Detection Limit.
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
B The same analyte is found in the associated blank.
J The identification of the analyte is acceptable; the reported value is an estimate.
J3 The associated batch QC was outside the established quality control range for precision.
J6 The sample matrix interfered with the ability to make any accurate determination; spike value is low.
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
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Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS

¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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