FA-7962_42202_CA_MRP_20210114_SW6993

January 14, 2021
Ms. Sarah Brown
North Carolina Department of Environmental Quality
Division of Waste Management – UST Section
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5095
Subject:GROUNDWATER MONITORING REPORT
SPEEDWAY 6993
670 NORTH REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
DWM INCIDENT NO: 30467
FACILITY ID NO.: 00-0-0015515
MID-ATLANTIC JOB NO. R3243.02
Dear Ms. Brown:
Speedway LLC is pleased to present this report of environmental services for the
Speedway 6993 facility located at 670 North Reilly Road, Fayetteville, North Carolina.
The attached report documents the recent Groundwater Monitoring activities.
If you have any questions or need additional information, please feel free to contact me
at [phone] or Troy Holzschuh with Mid-Atlantic Associates, Inc. at (980)
585-1271.
Sincerely,
SPEEDWAY LLC
Charles A. Chiara
Environmental Representative
Located at:
670 North Reilly Road
Fayetteville,Cumberland County,North
Carolina
Prepared for (Users):
Speedway, LLC
500 Speedway Drive
Enon,Ohio 45323
[phone]
Report Date: January 14, 2021
MAA Project: R3243.02
Groundwater
Monitoring Report
Speedway 6993
Facility
ID#:00-0-0015515
670 North Reilly Road
Fayetteville,North
Carolina
Incident No.:42202
Prepared By:
Mid-Atlantic Associates Inc.
409 Rogers View Court,
Raleigh,North Carolina 27610
[phone]
GROUNDWATER MONITORING REPORT
A. SITE INFORMATION
1. Site Identification
Date of
Report:
January 14, 2021
Facility ID:00-0-0015515 UST Incident No. (if known):42202
Site Risk:Intermediate Site Rank:I-115-D Land Use Classification:Unassigned
Site Name:Speedway 6993
Site Location:670 North Reilly Road,Fayetteville,North Carolina
Nearest City/Town:Fayetteville County:Cumberland
Latitude:35.099832 N Longitude:-78.010845 W
Description of Geographical Data
Point:
Site Property
Location Method:Google Earth
2. Information about Contacts Associated with the Leaking UST System
UST Owner:Speedway LLC
Address:500 Speedway Drive, Enon, Ohio 45323 Phone:[phone]
UST Operator:Same as UST Owner
Address:Phone:
Property Owner:Same as UST Owner
Address:Phone:
Property Occupant:Same as UST Owner
Address:Phone:
Consultant/Contractor:Mid-Atlantic Associates, Inc.
Address:409 Rogers View Ct., Raleigh, NC 27610 Phone:[phone]
3. Release Information
Date Discovered:March 1, 2019
Estimated Quantity of Release:unknown
Cause of Release:Unknown
Source of Release (Piping/UST):diesel dispenser
Sizes and contents of UST system(s) from which release occurred:Two 10,000-gallon gasoline USTs containing gasoline,
one 10,000-gallon UST containing diesel fuel, and one 6,000-gallon UST containing kerosene
Criteria Used to Classify Risk:dissolved phase concentrations above GCLs
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 1
I,Raymond S. Marchant, III, PG ,a Professional Engineer/Licensed Geologist (circle one) for Mid-Atlantic Associates,
Inc.(firm or company of employment), do certify that the information contained in this report is correct and accurate to the best
of my knowledge.
(Please affix seal and signature)
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 2
TABLE OF CONTENTS
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.0 BACKGROUND INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.0 SITE HISTORY AND SOURCE CHARACTERIZATION . . . . . . . . . . . . . . . . . . . . 3
2.1 UST Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.2 UST System Owner/Operator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.3 Information on Source of Release . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.4 Regional Geology and Hydrogeology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.5 Site Geology and Hydrogeology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
3.0 POTENTIAL RECEPTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.0 FIELD ACTIVITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
4.1 Liquid Level Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
4.2 Monitoring Well Sample Collection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
5.0 DISCUSSION OF SAMPLING RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
5.1 Summary of Analytical Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
5.2 Description of Current Plume Size and Location . . . . . . . . . . . . . . . . . . . . . 5
5.3 Additional Monitoring Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
6.0 FUTURE SITE REMEDIATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
7.0 SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS . . . . . . . . . . . . . . . . 7
8.0 STATEMENTS AND CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
DRAWINGS
Drawing 1.1 -Topographic Site Map
Drawing 1.2 - Site and Monitoring Well Location Map
Drawing 5.1 - Benzene Isoconcentration Map
TABLES
Table 4.1 - Monitoring Well Construction Data
Table 4.2 - Summary of Historical Liquid Level Measurements
Table 5.1 - Summary of Historical Groundwater Quality Data for Selected
Compounds
APPENDICES
Appendix A Selected Historical Site Information
Appendix B Mid-Atlantic Field Procedures
Appendix C Laboratory Analytical Reports and Chain-of-Custody Records for
Groundwater Samples

i
LIST OF ACRONYMS

2012 Guidelines Underground Storage Tank Section Guidelines for
Assessment and Corrective Action For UST
Releases, DENR, Division of Waste Management
UST Section, July 15, 2008 Version, Change 2,
Effective October 1, 2012

AFVR Aggressive Fluid-Vapor Recovery
AS Air Sparge
AST Aboveground Storage Tank

BQL Below (Laboratory Practical) Quantitation Limit
BLS Below Land Surface
BTEX Benzene, Toluene, Ethylbenzene, Xylenes

CAP Corrective Action Plan
cm Centimeter
COC Constituents of Concern
CSA Comprehensive Site Assessment

DIPE Diisopropyl Ether (also IPE: Isopropyl Ether)
DNAPL Dense Non-Aqueous Phase Liquids
DO Dissolved Oxygen
DPE Dual-Phase Extraction
DPT Direct Push Technology
DRO Diesel Range Organics
DSCA North Carolina Dry-Cleaning Solvent Act
DTW Depth to Water
DWM Division of Waste Management
DWQ Division of Water Quality

EDB Ethylene di-bromide
EPA Environmental Protection Agency
EPH Extractable Petroleum Hydrocarbons

FID Flame Ionization Detector
FT Feet

GCL Gross Contamination Level
GIS Geographic Information System
GPM Gallons Per Minute
GPS Global Positioning System
GRO Gasoline Range Organics

ID Identification
IDW Investigation Derived Waste
IGQS Interim Groundwater Quality Standards

LSA Limited Site Assessment
LUST Leaking Underground Storage Tank

m Meter
MADEP Massachusetts Department of Environmental
Protection
Mid-Atlantic Mid-Atlantic Associates, Inc.
MDL Method Detection Limit
mg/Kg Milligrams per Kilogram
mg/L Milligrams per Liter
MMP Minimum Management Practices
MMPE Mobile Multi-Phase Extraction
MNA Monitored Natural Attenuation
MSCC Maximum Soil Contaminant Concentration MSL Mean Sea Level
MTBE Methyl tertiary butyl ether
g/Kg Micrograms per Kilogram g/L Micrograms per Liter

NA Not Analyzed
N/A Not Applicable
NC North Carolina
NCAC North Carolina Administrative Code
NCDEQ North Carolina Department of Environmental
Quality
NCDOT North Carolina Department of
Transportation
NCGQS North Carolina Groundwater Quality
Standards
NCSWQS North Carolina Surface Water Quality
Standards
ND Not Detected
NM Not Measured
NORR Notice of Regulatory Requirements
NOV Notice of Violation
NS Not Sampled

ORP Oxidation-Reduction Potential
OVA Organic Vapor Analyzer

PA Prioritization Assessment
PAA Prioritization Assessment Agreement
PAH Polynuclear Aromatic Hydrocarbons
Pb Lead
PCBs Polychlorinated Biphenyls
PCE Perchloroethylene (also tetrachloroethene)
PPB Parts Per Billion
PPM Parts Per Million
PID Photo Ionization Detector
POTW Publicly Owned Treatment Works
PQL Practical Quantitation Limit
PRF Prioritization Ranking Form
PVC Polyvinyl chloride

RBCA Risk-Based Corrective Action
RCRA Resource Conservation and Recovery Act
ROI Radius of Influence

s Seconds
SAR Soil Assessment Report
SOW Scope of Work
STG Soil-to-Groundwater
SVE Soil Vapor Extraction
SVOC Semi-Volatile Organic Compound

TDHF Toxicologically Defined Hydrocarbon
Fractions
TCLP Toxicity Characteristic Leaching Procedure
TIC Tentatively Identified Compound
TOC Top of Casing
TPH Total Petroleum Hydrocarbons

US United States
USCS Unified Soil Classification System
USGS United States Geological Survey
UST Underground Storage Tank
UT Unnamed Tributary
VOC Volatile Organic Compounds
VPH Volatile Petroleum Hydrocarbons yr Year
1.0 BACKGROUND INFORMATION
The site is the Speedway 6993 located at 670 North Reilly Road, Fayetteville,
Cumberland County,North Carolina (Drawings 1.1 & 1.2). The site is a closed petroleum
retail facility and convenience store and contained four underground storage tanks
(USTs) total: three 10,000-gallon capacity USTs (regular gasoline, premium gasoline,
and diesel fuel) and one 6,000-gallon capacity UST (kerosene). The three 10,000-gallon
capacity USTs were located to the north of the building and dispensers, and the one
6,000-gallon capacity UST was located to the east.The site topographic location is
shown on Drawing 1.1, and the site drawing with the approximate locations of the USTs
is presented as Drawing 1.2.
UST closure activities were performed in February 2019. During the tank closure,
petroleum impact was identified in the overburden of the three 10,000-gallon tanks. The
impacted material was segregated and disposed of offsite at an approved facility. On
February 28, 2019, diesel fuel contamination was encountered in the vicinity of the diesel
dispenser during the UST closure activities. Initial soil sampling confirmed the release
and initial abatement measure were taken. Approximately one ton of impacted soil was
excavated and disposed of at the A&D Environmental (A&D) facility in High Point, North
Carolina. The extent of the excavation was limited due to the structural concerns of
undermining the canopy. Drawing 1.2 shows the location of the former UST basins,
product lines, diesel dispenser (source area), and monitoring wells.
A 24-Hour Release and UST Leak Reporting Form was submitted to the North Carolina
Department of Environmental Quality (NCDEQ) by Mid-Atlantic on March 1, 2019. A
UST Closure and Initial Abatement Action Report was submitted on June 3, 2019. The
NCDEQ issued a Notice of Regulatory Requirements on June 24, 2019 requiring the
completion of a Limited Site Assessment (LSA). Based on the results of the LSA, NCDEQ
classified the site as intermediate risk with a Risk, Ranking, and Abatement score of I
115 D and additional groundwater monitoring was requested.
A comprehensive groundwater monitoring sampling event was conducted in August 2020
and the report was submitted to the NCDEQ by Mid-Atlantic on September 25, 2020. The
NCDEQ issued the acknowledgement of report receipt on On October 23, 2020 requiring
an additional groundwater sampling event and the submittal of a Groundwater Monitoring
Report to the Fayetteville division by January 22, 2021. This report documents the results
of this sampling.
The opinions included herein are based on our experience and the information obtained
during the study. This report is based on limited observations made on the dates noted
using the procedures described herein. If additional information becomes available, we
request the opportunity to review the information, reassess the potential environmental
concerns and modify our conclusions and recommendations, if appropriate.
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 2
2.0 SITE HISTORY AND SOURCE CHARACTERIZATION
2.1 UST Information
According to the UST Section’s Registration database, the site’s Facility I.D. number is
00-0-0015515. The following table summarizes the UST System information.
SmartTable
UST ID
Number
Previous
Contents
Capacity
(Gallons)
Tank
Dimensions
Construction
Details
Date
Installed
Status of
UST
Release
Associated
with
System
1 Gasoline 10,000 Approximately
10’ x 17’
Single-walled
steel
1979 Removed
2/27/19
No
2 Gasoline 10,000 Approximately
10’ x 17’
Single-walled
steel
1979 Removed
2/27/19
No
3 Diesel 10,000 Approximately
10’ x 17’
Single-walled
steel
1979 Removed
2/27/19
Yes
4 Kerosene 6,000 Approximately
8’ x 16’
Single-walled
steel
1979 Removed
2/27/19
No
2.2 UST System Owner/Operator
The UST system is owned and operated by Speedway LLC.
2.3 Information on Source of Release
On February 28, 2019, diesel fuel contamination was encountered in the vicinity of the
diesel dispenser during the UST closure activities. Initial soil sampling confirmed the
release and initial abatement measures were taken. Approximately one ton of impacted
soil was excavated and disposed of at the A&D Environmental (A&D) facility in High
Point, North Carolina.
2.4 Regional Geology and Hydrogeology
According to the map titled Geology of North Carolina (1985), prepared by the North
Carolina Geological Survey Section of the NCDEQ, the subject site is located in the
Middendorf Formation (Geologic Unit: Km). The site appears to be located in an area
of “sand, sandstone, and mudstone, gray to pale gray with an orange cast, mottled;
clay balls and iron-cemented concretions common, beds laterally discontinuous, cross
bedding common”.
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 3
The subject site is located in the Coastal Plain physiographic region. In the coastal
plain, an aquifer is typically composed of one to several layers of eastward thickening,
permeable sands or limestone split by discontinuous, clay-rich materials. Confining units,
consisting of clay-rich sediments, exist above and below an aquifer. These confining
units are more continuous clay layers and separate the aquifer. The surficial or
unconfined aquifer overlies all the confined aquifers in the coastal plain.
2.5 Site Geology and Hydrogeology
Selected historical site assessment data is provided in Appendix A.
GENERAL GEOLOGIC PROFILE
Depth (FT BLS)GEOLOGIC DESCRIPTION
0 - 30 feet (approx.)Natural deposits primarily consist of sands and
sandy clayey silts with varying thicknesses.
30 - 40 feet Clays and clayey silty sand. Bedrock not
encountered to a depth of 40 feet.
HYDROGEOLOGICAL PARAMETERS - PHASE II LIMITED SITE ASSESSMENT REPORT, APRIL 17,
2020 UNLESS OTHERWISE NOTED
PARAMETER RESULT
Average Depth to Shallow Groundwater, February
2020
25.42 feet
Maximum Observed Seasonal Fluctuation in Depth
to Groundwater (February to August 2020)
Approximately 3.02 feet
Groundwater Flow Direction Not calculated - see text for explanation
Hydraulic Gradient (Horizontal)Not calculated - see text for explanation
Hydraulic Conductivity (measured by rising head
testing)
Data not available - aquifer testing not performed
to date
Groundwater Flow Velocity1 Data not available - aquifer testing not performed
to date
3.0 POTENTIAL RECEPTORS
Receptor information for the site was previously documented in Mid-Atlantic’s Phase II
Limited Site Assessment Report dated April 17, 2020. A receptor survey update was
not conducted during this monitoring event. Please refer to previous reports for detailed
receptor information. As indicated, the site is currently classified as “intermediate” risk
due to the exceedance of GCLs for benzene in MW-1. According to the USGS
topographic quadrangle map of Cliffdale, North Carolina (Drawing 1.1), the nearest
surface water body is Persimmon Creek, located approximately 2,770 feet to the
northeast of the source area of the release.
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 4
4.0 FIELD ACTIVITIES
On November 18, 2020 Mid-Atlantic personnel mobilized to the site to conduct
groundwater sampling, which included liquid level measurements.
4.1 Liquid Level Measurements
Mid-Atlantic personnel collected depth to free product and/or depth to groundwater
measurements from site monitoring wells on November 18, 2020. Monitoring well
construction details are provided in Table 4.1. Liquid level measurements, along with
historical measurements, are summarized in Table 4.2 As indicated, MW-1, MW-2,
MW-3R and MW-4R did not exhibit free product.Liquid level measurements were
collected using the procedures described in Appendix B.
4.2 Monitoring Well Sample Collection
Mid-Atlantic personnel collected groundwater samples from monitoring well MW-1 on
November 18, 2020. Groundwater samples were collected using the procedures
described in Appendix B. Samples were shipped to Pace Analytical Services (Pace)
in Mt. Juliet, Tennessee and analyzed by the methods shown on the chain-of-custody
record provided in Appendix C.
5.0 DISCUSSION OF SAMPLING RESULTS
5.1 Summary of Analytical Results
Laboratory analytical reports and chain-of-custody records for groundwater samples
collected in November 2020 are provided in Appendix C, with the results of selected
target compounds summarized in Table 5.1.
As summarized, the groundwater samples collected from well MW-1 exhibited several
contaminant concentrations above the NCGQS. However, only benzene in MW-1
exhibited a concentration greater than the GCL.
5.2 Description of Current Plume Size and Location
Free Product
On November 18, 2020, Mid-Atlantic measured the depth to water in the monitoring wells
using an electronic water level indicator. No evidence of free product was observed in
the monitoring wells.
Groundwater
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 5
An isoconcentration map for benzene for the November 18, 2020 groundwater sampling
event is provided as Drawing 5.1. The contaminant plume appears to be migrating
towards the south/southwest.
5.3 Additional Monitoring Information
•Proximity of Plume to Nearest Receptor
Based on the results of the LSA receptor survey, three water supply wells were observed
within 1,500 feet of the release area during the area reconnaissance. Mid-Atlantic spoke
with the owner of Pro Carwash & Detail located at 648 N. Reilly Road regarding their
onsite water supply well. He said that the well is used for irrigation only and is not
used for drinking water. Mid-Atlantic used GIS software to measure the distance from
the diesel dispenser to the water supply well and determined that the well is located
264 feet from the source area of the release. The Property is connected to city water.
Mid-Atlantic spoke with Mr. Heavner, the property owner of the two water supply wells
located at 735 N Reilly Road, and he indicated that the wells are not currently in use
and have been out of service for a long time. Both Properties are connected to city
water. According to the Fayetteville Public Works Commission (PWC) Water Resources
Engineering Department municipal-supply system is available to all the properties within
the 1,500-foot radius search area of the search area of the release. The nearest surface
water body is Persimmon Creek, located approximately 2,770 feet to the northeast of the
source area of the release.
•Groundwater Flow Direction
Based on the available data, it is not possible to accurately determine horizontal
groundwater flow direction at the site. Based on general observation of water levels in
the on-site wells, however, it appears that groundwater may flow towards the south.
Wells MW-1 and MW-2 were set to depths of 22 feet BLS, while MW-3R and MW-4R
were set to 40 feet BLS. Wells MW-3 and MW-4 were initially set to 22 feet BLS,
but did not produce any water. Therefore, the depth to water near wells MW-1 and
MW-2 is significantly shallower than the depth to water in wells MW-3R and MW-4R.
Mid-Atlantic suspects that MW-1 and MW-2 may be set in a perched aquifer and/or are
hydraulically separated from a deeper, surficial aquifer in which MW-3R and MW-4R
were constructed.
Vertical groundwater flow direction beneath the site has not been determined, since a
deeper, Type III well has not been constructed to date. Bedrock was not encountered at
the site when drilling to 40 feet, and mostly sandy material was encountered. Based on
the soil types encountered, it does not appear that a confining layer was encountered.
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 6
6.0 FUTURE SITE REMEDIATION
Dissolved phase concentrations of the target compound benzene have slightly
decreased in the sample collected from monitoring well MW-1. MW-1 returned results for
benzene above the GCL;however, no free product was found. Mid-Atlantic recommends
continued groundwater monitoring events to monitor plume movement and to evaluate
whether an active remedial approach may be necessary. The next sampling event should
take place in the first half of 2021.
7.0 SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS
Based on the results of the November 2020 assessment activities, Mid-Atlantic
concludes
the following:
•Free product was not detected in site monitoring wells;
•A groundwater sample collected from well MW-1 exhibited several contaminant
concentrations above the NCGQS. However, only benzene was detected at a
concentration greater than the GCL;
•Groundwater flow direction could not be accurately determined based on the
degree of variance in the depth to water between wells MW-1 and MW-2, and
wells MW-3R and MW-4R. Mid-Atlantic suspects that MW-1 and MW-2 were
installed within a perched aquifer and/or are hydraulically separated from a
deeper, surficial aquifer in which MW-3R and MW-4R were constructed.
Based on the results, Mid-Atlantic recommends the following:
•Continued periodic sampling (at least semi-annual) of the monitoring wells to
evaluate contaminant plume movement; and,
•Submittal of this report to the NCDEQ for their review and comment.
8.0 STATEMENTS AND CERTIFICATION
The following statements must be included at the closing of the document text, and must
display the seal and signature of the certifying P.E. or L.G. in addition to the name and
certification number of the company or corporation [See 15A NCAC 2L .0103(e).]
NO.DESCRIPTION YES NO
1 Enter the date the monitoring report was due.January 22, 2021.Will
this report be submitted after the established due date?
2 Was any required information from the above template missing from this
report?
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 7
NO.DESCRIPTION YES NO
If the answer to question #1 or# 2 is “YES”, please provide additional information in this cell
to explain what was missing and why.
Pertinent information regarding site groundwater conditions is provided throughout the report
and selected historical assessment information is provided in Appendix A.
3 If applicable, will any of the proposed attenuation milestones under the
schedule approved in the Corrective Action Plan not be met? (within a
reasonable margin of error)
N/A - the VE system has been shut down and the remedial approach is
being re-evaluated
If the answer to question #3 is “NO”, skip to the certification under #8 below.
If the answer to question #3 is “YES”, please generally describe in this cell the possible
reason(s) and outline proposed remedies. (This should be described in more detail in the
report text above.)
Natural attenuation is not currently part of the remedial strategy at this site, although it may
be in the future. Remedial efforts to date have focused on removing free product from the
water table
4 Does any known or suspected source zone soil contamination or free
product remain outside of the assessed area that could be inhibiting
natural attenuation?

5 Has there been an unexpected increase in contaminant mass sufficient
to suggest a potential new release from a separate onsite or offsite
source?

If the answer to either question #4 or #5 is “YES”, generally describe in this cell any actions
recommended to further assess or clean up this known or suspected source.
Estimated mass calculations indicate fluctuations in volume of free product in the subsurface
over time. Ethanol and oxygenates analysis of the free product was performed in December
2018 and the sample did not contain these compounds (were not indicative of a new/ongoing
release). Therefore, fluctuations in volume may be related to natural fluctuation of the water
table, resulting in fluctuating free product thicknesses. These data are best evaluated as
trends over time. Free product thicknesses have remained relatively steady overall since the
beginning of 2019.
6 Certification:
I,Raymond S. Marchant, III, PG, a Licensed Geologist for Mid-Atlantic Associates, Inc.,
do certify that the information contained in this report is correct and accurate to the best of my
knowledge.
Mid-Atlantic Associates, Inc.is licensed to practice geology/engineering in North Carolina.
The certification numbers of the company or corporation are C-186 & F-0967.
Groundwater Monitoring Report
Speedway 6993
Fayetteville, North Carolina
January 14, 2021
Page 8
DRAWINGS
DRAWN BY: DATE:
ENG. CHECK:
JOB NO:DRAFTCHECK: GIS NO:
SITELOCATION
´
1:12,000SCALE:
Hope Mills
Fort Bragg
Fayetteville
§¨¦I95
§¨¦U1
§¨¦U13 F
§¨¦S24
§¨¦U401 B§¨¦U401HOKE
CUMBERLAND
HARNETT
MOORE
ROBESON
LEE
BLADEN
0 1,000 2,000500Feet
REFERENCES:1. USGS TOPOGRAPHIC QUADRANGLES: CLIFDALE, NC; FAYETTEVILLE, NC - 20162. PROPERTY BOUNDARY FROM CUMBERLAND COUNTY GIS
AREA SHOWN WITHINNORTH CAROLINA
TOPOGRAPHIC SITE MAP SPEEDWAY #6993670 N. REILLY ROAD FAYETTEVILLE, NORTH CAROLINA
APPROVAL:
September 2020
000R3243.01
05G-R3243.00-01DWG NO: 1.1
@A
@A
!?!?
@A
@A
UST-1
UST-2UST-3
UST-4
MW-4
MW-3
MW-2
MW-1
MW-4R
MW-3RN REILLY RDFILLYAW RD
´
DRAWN BY:
DRAFT CHECK BY:
ENGINEER CHECK BY:
APPROVED BY:
SITE AND MONITORING WELL LOCATION MAPSPEEDWAY #6993670 N. REILLY ROADFAYETTEVILLE, NORTH CAROLINA
REFERENCE: 2017 AERIAL PHOTOGRAPH FROM NC ONEMAP GEOSPATIAL APPLICATION. MID-ATLANTIC FIELD NOTES
DATE: SEPTEMBER 2020
JOB NO.: 000R3243.01B
GIS NO.: 5G-000R3243.01B-1.3
DRAWING NO.: 1.2
0 20 40 60 8010Feet
Legend
MONITORING WELL
!?Abandoned
@A Active
PRODUCT LINE EXCAVATION TRENCH (Approximate)
FORMER UST LOCATION (Approximate)
UST EXCAVATION EXTENT (Approximate)
SITE BOUNDARY
STREETS
TLH
RSM
@A
@A
!?!?
@A
@A
1.0
5,000
NOTES:(8,020) = BENZENE CONCENTRATION AT LOCATION (ug/L)(ND) = NOT DETECTED AT OR ABOVE LABORATORY METHOD DETECTION LIMIT(NS) = NOT SAMPLEDNC GROUNDWATER QUALITY STANDARD (NCGQS) FOR BENZENE = 1.0 ug/LGROSS CONTAMINATION LEVEL (GCL) FOR BENZENE = 5,000 ug/LSAMPLE COLLECTED ON NOVEMBER 18, 2020.MW-3R PREVIOUSLY HAD A CONCENTRATION OF 15.2 ug/L FOR BENZENE DURING THE AUGUST 2020 SAMPLING EVENT.
MW-4(NS)MW-3(NS)
MW-2(NS)
MW-4R(NS)
MW-1(8,020)
MW-3R(NS)
´
DRAWN BY:
DRAFT CHECK BY:
ENGINEER CHECK BY:
APPROVED BY:
ESTIMATED ISOCONCENTRATION MAP - BENZENE IN SHALLOW GROUNDWATERSPEEDWAY #6993670 N. REILLY ROADFAYETTEVILLE, NORTH CAROLINA
REFERENCE: 2017 AERIAL PHOTOGRAPH FROM NC ONEMAP GEOSPATIAL APPLICATION. MID-ATLANTIC FIELD NOTES
DATE: DECEMBER 2020
JOB NO.: 000R3243.02
GIS NO.: 5G-000R3243.02-5.1
DRAWING NO.: 5.1
0 20 40 60 8010Feet
Legend
MONITORING WELL
!?Abandoned
@A Active
ESTIMATED BENZNE ISOCONCENTRATION LINE
SITE BOUNDARY
STREETS
TLH
RSM
TABLES
MW-1 2 7/10/2019 21.5 6.5-21.5
MW-2 2 12/11/2019 22.0 7.0-22.0
MW-3**2 12/11/2019 22.0 7.0-22.0
MW-3R 2 2/11/2020 40.0 20.0-40.0
MW-4**2 12/11/2019 22.0 7.0-22.0
MW-4R 2 2/11/2020 40.0 20.0-40.0
NOTE:
BLS = Below Land Surface
** = Monitoring Well Abandononed on 2/12/2020
MID-ATLANTIC JOB NO. 000R3243.02
TABLE 4.1
MONITORING WELL CONSTRUCTION DATA
SPEEDWAY #6993
670 NORTH REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
WELL I.D.
WELL
DIAMETER
(INCHES)
INSTALLATION
DATE
TOTAL WELL
DEPTH
(FEET)
SCREENED
INTERVAL
(FEET BLS)
WELL NUMBER DATE ELEVATION (ft)DTP (ft), BLS APPARENT FP
THICKNESS DTW (ft), BLS CORRECTED DTW
(ft)
STATIC WATER
LEVEL
ELEVATION (ft)
MW-1
MW-1 7/11/2019 100.11 ----15.30 --84.81
MW-1 12/11/2019 100.11 ----17.09 --83.02
MW-1 12/12/2019 100.11 ----17.13 --82.98
MW-1 12/20/2020 100.11 ----17.05 --83.06
MW-1 2/11/2020 100.11 ----16.32 --83.79
MW-1 2/12/2020 100.11 ----16.32 --83.79
MW-1 8/5/2020 100.11 ----15.69 --84.42
MW-1 11/18/2020 100.11 ----16.45 --83.66
MW-2
MW-2 12/12/2020 99.49 ----Dry ----
MW-2 12/20/2020 99.49 ----13.21 --86.28
MW-2 2/11/2020 99.49 --12.45 --87.04
MW-2 2/12/2020 99.49 ----12.45 --87.04
MW-2 8/5/2020 99.49 ----12.09 --87.40
MW-2 11/18/2020 99.49 ----13.50 --85.99
MW-3
MW-3 12/12/2019 100.50 ----Dry ----
MW-3 12/20/2020 100.50 ----Dry ----
MW-3 2/11/2020 100.50 ----Dry ----
MW-3
MW-3R
MW-3R 2/12/2020 100.50 ----36.88 --63.62
MW-3R 8/5/2020 100.50 ----33.96 --66.54
MW-3R 11/18/2020 100.50 ----34.60 --65.90
MW-4
MW-4 12/12/2019 99.58 ----Dry ----
MW-4 12/20/2020 99.58 ----Dry ----
MW-4 12/11/2020 99.58 ----Dry ----
MW-4
MW-4R
MW-4R 2/12/2020 99.58 ----36.03 --63.55
MW-4R 8/5/2020 99.58 ----33.01 --66.57
MW-4R 11/18/2020 99.58 ----33.59 --65.99
Notes:
DTP - Depth to Product (in feet)
FP - Free Product
ft - feet
DTW - Depth to Water (in feet)
NM - Not Measured
Well installed 12/11/2019
Well installed 12/11/2019
Well installed 12/11/2019
TABLE 4.2
SUMMARY OF HISTORICAL LIQUID LEVEL MEASUREMENTS
SPEEDWAY #6993
670 NORTH REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO. 000R3243.02
Well installed 7/10/2019
BLS - Below Land Surface
Well abandoned 2/12/2020
Well abandoned 2/12/2020
Well installed 2/11/2020
Well installed 2/11/2020
1 70 600 20 6 600 500 0.05 0.05 NE 6 200 400 700 10,000 200
5,000 70,000 84,500 20,000 6,000 260,000 85,500 4.7 0.75 NE 6,000 410 NE NE NE NE
Naphthalene
MW-1 7/11/2019 2,650 ND 2,690 ND 798 14,200 14,100 ND ND ND 206 ND 38,200 31,830 ND 15,020
MW-1 12/20/2019 7,770 ND 3,240 ND 899 26,900 15,310 ND ND 0.387J 594 ND 77,300 50,065 43.5J 7,234
MW-1 2/12/2020 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-1 8/5/2020 8,390 ND 4,140 ND 674 33,800 22,050 ND ND ND 529 0.188 63,900 31,291 59.9 9,620
MW-1 11/18/2020 8,020 ND 3,360 ND 749 J 30,800 17,470 ND ND ND 611 0.120 J 55,600 27,751 ND 1,160
MW-2 12/20/2019 ND ND ND ND ND ND ND ND ND 0.403J ND ND ND 55.5J ND 53.0J
MW-2 2/12/2020 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-2 8/5/2020 ND ND ND ND ND ND ND ND ND ND ND ND ND 41.2 34.2 ND
MW-2 11/18/2020 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-3 12/20/2019 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-3 2/12/2020
MW-3R 2/12/2020 0.807 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
MW-3R 8/5/2020 15.2 ND 0.777 0.523 1.21 0.754 28.384 0.199 0.13 0.453 0.739 ND 80.3 52.4 33.6 43.5
MW-3R 11/18/2020 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-4 12/20/2019 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
MW-4 2/12/2020
MW-4R 2/12/2020 ND ND ND ND ND ND ND ND ND 0.523J ND 0.444J ND ND ND ND
MW-4R 8/5/2020 ND ND ND ND ND ND ND ND ND ND ND ND ND 58.7 40 ND
MW-4R 11/18/2020 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
NOTES:
All values reported in ug/L (micrograms per liter)NCGQS = North Carolina Groundwater Quality Standard
J = Estimated value, detected value is below the instrument calibration limits GCL = Gross Contamination Level
NR = Not Reported BOLD values equal or exceed NCGQS
ND = Not detected at or above the laboratory's quantitation limit NS - Not Sampled
P = RPD between the primary and confirmatory analysis exceeded 40%DIPE = Di-Isopropyl Ether
NE = Not established
Di-isopropyl
ether Ethylbezene MTBE
VOLATILE ORGANIC COMPOUNDS - SM 602 SEMI VOLATILE ORGANIC COMPOUNDS - SM 625
Naphthalene PhenathreneToluene
MADEP VPH & EPH
C19-C36
ALIPHATICS
Well abandoned
C5-C8
ALIPHATICS
C9-C18
ALIPHATICS
C9-C22
AROMATICS
Well abandoned
Total Xylenes Benzo (a)
anthracene
Benzo (b)
fluoranthene
Di-n-butly
phthalate
NCGQS
GCL
Benzene
WELL
NUMBER
SAMPLE
DATE
MID-ATLANTIC JOB NO. 000R3243.02
TABLE 5.1
SUMMARY OF HISTORICAL GROUNDWATER QUALITY DATA FOR SELECTED COMPOUNDS
SPEEDWAY 6993
670 NORTH REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
Page 1 of 1
APPENDIX A SELECTED HISTORICAL SITE INFORMATION
&(
&(
&(
^_FORT B
R
A
G
G
WSW-2
WSW-3
WSW-1 FILLYAW RD
DANDRIDGE DR N REILLY RD DECATUR DR GODFREY DR
BE
D
F
O
R
D

R
D

ENFIELD DR
TELFAIR DR ROUNDTREE DR WAKEFIELD DR CHANNING DR LEMONT DR KISCO DR NC HWY 295 N AVALON D
R NC HWY 295 S CROWN AVE SMITHFIELD ST GARFIELD DR SQUIRE LN SEATON PL BASHLO
T
P
L

R
U
T
O
N

C
T

FAIRVALE DR QUIMBY CT ASHWOOD CIR
AP
P
L
E
W
O
O
D

L
N

BLACK DR
STANDISH CT
D
E
C
A
T
U
R

P
L

´
DRAWN BY:
DRAFT CHECK BY:
ENGINEER CHECK BY:
APPROVED BY:
RECEPTOR SURVEY MAP
SPEEDWAY #6993670 N. REILLY ROAD
FAYETTEVILLE, NORTH CAROLINA
REFERENCE: CUMBERLAND COUNTY GIS. MID-ATLANTIC FIELD NOTES
DATE: APRIL 2020
JOB NO.: 000R3243.0A
GIS NO.: 5G-R3243.0A-5.1
DRAWING NO.: 5.1
Legend
^_DIESEL DISPENSER
SITE BOUNDARY
500' BUFFER
1,000' BUFFER
1,500' BUFFER
BUILDING FOOTPRINT
&(WATER SUPPLY WELL
COMMERCIAL
RESIDENTIAL
STREETS
@A
@A
!?!?
@A
@A
1.0
5,000
NOTES:(7,770) = BENZENE CONCENTRATION AT LOCATION (ug/L)(ND) = NOT DETECTED AT OR ABOVE LABORATORY METHOD DETECTION LIMIT(NS) = NOT SAMPLED - WELL DRYNC GROUNDWATER QUALITY STANDARD (NCGQS) FOR BENZENE = 1.0 ug/LGROSS CONTAMINATION LEVEL (GCL) FOR BENZENE = 5,000 ug/LMW-1 AND MW-2 SAMPLED 12/20/2019; MW-3R AND MW-4R SAMPLED 2/12/2020
MW-4
(NS)
MW-3(NS)
MW-2
(ND)
MW-4R(ND)
MW-1(7,770)
MW-3R(0.807)N REILLY RDFILLYAW RD
´
DRAWN BY:
DRAFT CHECK BY:
ENGINEER CHECK BY:
APPROVED BY:
ESTIMATED ISOCONCENTRATION MAP -
BENZENE IN SHALLOW GROUNDWATERSPEEDWAY #6993
670 N. REILLY ROADFAYETTEVILLE, NORTH CAROLINA
REFERENCE: 2017 AERIAL PHOTOGRAPH FROM NC ONEMAP GEOSPATIAL APPLICATION. MID-ATLANTIC FIELD NOTES
DATE: APRIL 2020
JOB NO.: 000R3243.0C
GIS NO.: 5G-000R3243.0C-6.1
DRAWING NO.: 6.1
0 20 40 60 8010Feet
Legend
MONITORING WELL
!?Abandoned
@A Active
ESTIMATED BENZNE ISOCONCENTRATION LINE
SITE BOUNDARY
STREETS
WELL NO.OWNER NAME AND ADDRESSUSER NAME & ADDRESSUSES OF WELLWELL DEPTHWELL CASING DEPTHWELL SCREEN INTERVALDISTANCE & DIRECTION FROM SOURCE AREA1WAINGOLD, RITA205 SE SERVICE RD 237SOUTHERN PINES, NC 28387PRO Car Wash & Detail 648 N. Reilly RoadIrrigation Unknown Unknown Unknown 264 feet S-SE2Not currently in useUnknown Unknown Unknown 766 feet N-NW3Not currently in useUnknown Unknown Unknown 764 feet NWTABLE 5.1WATER-SUPPLY WELL INVENTORY RESULTSSPEEDWAY 6993FAYETTEVILLE, NORTH CAROLINAMID-ATLANTIC PROJECT NO.: 000R3243.0CHeavner's Acres 703 N. Reilly RoadHEAVNER, CECIL B;CHARLES, O HEAVNER HEIRS JRPO BOX 1266SMITHFIELD, NC 27577
Limited Site Assessment Risk Classification and Land Use Form

Part I – Groundwater/Surface Water/Vapor Impacts

High Risk
1. Has the release contaminated any water supply well including any well used for
non-drinking purposes? YES/NO

2. Is a water supply well used for drinking water located within 1,000 feet of the
source area of the release? YES/NO

3. Is a water supply well not used for drinking water (e.g., irrigation, washing cars,
industrial cooling water, filling swimming pools) located within 250 feet of the
source area of the release? YES/NO

4. Does groundwater within 500 feet of the source area of the release have the
potential for future use (there is no other source of water supply other than the
groundwater)? YES/NO

5. Do vapors from the release pose a threat of explosion because of accumulation of
the vapors in a confined space or pose any other serious threat to public health,
public safety or the environment? YES/NO
If yes, describe.
________________________________________________________________
________________________________________________________________
________________________________________________________________
__________________________________________

6. Are there any other factors that would cause the release to pose an imminent
danger to public health, public safety, or the environment? YES/NO
If yes, describe.
________________________________________________________________
________________________________________________________________
____________________________

Intermediate Risk

7. Is a surface water body located within 500 feet of the source area of the release?
YES/NO

If YES, does the maximum groundwater contaminant concentration exceed the
surface water quality standards and criteria found in 15A NCAC 2B .0200 by a
factor of 10? YES/NO

8. Is the source area of the release located within a approved or planned wellhead
protection area as defined in 42 USC 300h-7(e)? YES/NO
If yes, describe.
________________________________________________________________
________________________________________________________________
____________________________

9. Is the release located in the Coastal Plain physiographic region as designated on
a map entitled “Geology of North Carolina” published by the Department in 1985?
YES/NO
________ See text Section 5.5. ______________________________________
________________________________________________________________
________________________________________________________________
If YES, is the source area of the release located in an area in which there is
recharge to an unconfined or semi-confined deeper aquifer that is being used or
may be used as a source of drinking water? YES/NO
If YES, describe. __________________________________________________
________________________________________________________________
________________________________________________________________

10. Do the levels of groundwater contamination for any contaminant exceed the gross
contamination levels (See Table 2.) established by the Department? YES/NO

Part II - Land Use

Property Containing Source Area of Release
The questions below pertain to the property containing the source area of the release.

1. Does the property contain one or more primary or secondary residences
(permanent or temporary)? YES/NO
Describe.
______________________________________________________________
______________________________________________________________
____________________________

2. Does the property contain a school, daycare center, hospital, playground, park,
recreation area, church, nursing home, or other place of public assembly?
YES/NO
Describe.
______________________________________________________________
______________________________________________________________
__________________________

3. Does the property contain a commercial (e.g., retail, warehouse, office/business
space, etc.) or industrial (e.g., manufacturing, utilities, industrial research and
development, chemical/petroleum bulk storage, etc.) enterprise, an inactive
commercial or industrial enterprise, or is the land undeveloped? YES/NO
Describe.

The property contains an inactive/closed retail petroleum station.____________
________________________________________________________________

4. Do children visit the property? YES/NO
Explain.
________________________________________________________________
________________________________________________________________
____________________________

Is access to the property reliably restricted consistent with its use (e.g., by
fences, security personnel or both)? YES/NO
Explain.

____________________________
5. Do pavement, buildings, or other structures cap the contaminated soil? YES/NO
Describe.
_____Pavement___________________________________________________
________________________________________________________________
____________________________________

If yes, what mechanisms are in place or can be put into place to ensure that the
contaminated soil will remain capped in the foreseeable future?
________________________________________________________________
________________________________________________________________
________________________________________________________________

6. What is the zoning status of the property? ______________________________
____Limited Commercial (LC)________________________________________
________________________________________________________________

7. Is the use of the property likely to change in the next 20 years? YES/NO
Explain. __No known redevelopment plans. Property is inactive and will likely be
redeveloped at some point in time.
________________________________________________________________

Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the source area of the
release (excludes property containing source area of the release):

1. What is the distance from the source area of the release to the nearest primary
or secondary residence (permanent or temporary)? __170 feet_______________
________________________________________________

2. What is the distance from the source area of the release to the nearest school,
daycare center, hospital, playground, park, recreation area, church, nursing
home or other place of public assembly? ___1,500 feet south (Village Baptist
Church)________________________________________________________

3. What is the zoning status of properties in the surrounding area? _____________
___Limited Commercial (LC), Single Family Residential (SF10)______________
________________________________________________________________
________________________________________________________________

4. Briefly characterize the use and activities of the land in the surrounding area.
__Commercial (north, southeast, southwest), residential (northeast, east, west)
________________________________________________________________
________________________________________________________________

APPENDIX B MID-ATLANTIC FIELD PROCEDURES
Groundwater Sampling Procedures

I. Sample Collection

A. Monitoring Wells

Prior to sample collection, each well is purged of three to five standing well volumes or to
dryness to remove stagnant water from the well and well bore in an effort to collect
samples that are representative of the water quality in the formation surrounding each
well. Purging is performed either with a new, polyethylene bailer dedicated to each well, or
with a decontaminated pump. Samples are retrieved from the monitoring well using the
dedicated bailer. New nylon string is used on each dedicated bailer, and new nitrile
sampling gloves are donned prior to purging and sampling of each well.

B. Geoprobe “Screen Point Sampler”

The screen point sampler is a “grab” sampling device that is driven into the saturated zone
and a surrounding metal sheath is retracted, exposing a screen. Groundwater entering the
screen is then drawn to land surface through disposable tubing that is placed through the
hollow push rods. The sample is collected from the tubing into the appropriate sampling
glassware.

C. Water-Supply Wells

Water samples are typically collected from the available spigot that is nearest to the well.
The water is allowed to run at a high flow from the spigot for approximately 10 to 15
minutes to allow the water in the delivery lines to be purged. The sample flow is then
reduced and the samples are collected directly into pre-labeled containers as described
below. New nitrile sampling gloves are donned prior to sampling of each well.

D. Treatment System Influent/Effluent

Samples are typically collected from the influent or effluent of pump-and-treat groundwater
remediation systems using designated sampling ports in the influent and effluent water
transport lines. The water is typically allowed to run for several seconds to clear potential
debris in the sampling port. The sample is then collected directly into sampling containers
as described below. New nitrile sampling gloves are donned prior to sample collection.

II. Preparation for Laboratory Analysis

Groundwater samples are decanted directly into laboratory-prepared, pre-labeled, sampling
containers, packed in ice, and shipped to a certified laboratory under chain-of-custody control.
Laboratory analyses performed on the samples are specified on the chain-of-custody.

APPENDIX C LABORATORY ANALYTICAL REPORTS AND CHAIN-
OF-CUSTODY RECORDS FOR GROUNDWATER SAMPLES
ANALYTICAL REPORT
December 01, 2020
Mid-Atlantic - Speedway NC
Sample Delivery Group:L1287678
Samples Received:11/19/2020
Project Number:R1039.02(A)
Description:Speedway 6993
Site:6993
Report To:Mr. Troy Holzschuh
409 Rogers View Court
Raleigh, NC 27610
Entire Report Reviewed By:
December 01, 2020
[Preliminary Report]
T. Alan Harvill
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.
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:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 1 of 22
December 02, 2020
T. Alan Harvill
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 1 of 22
ONE LAB. NATIONWIDE.TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
TRIP BLANK L1287678-01 5
MW-01 L1287678-02 6
Qc: Quality Control Summary 8
Volatile Petroleum Hydrocarbons by Method MADEPV 8
Volatile Organic Compounds (GC/MS) by Method 602MS 9
TPH by Method MADEPE 12
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 13
Gl: Glossary of Terms 17
Al: Accreditations & Locations 18
Sc: Sample Chain of Custody 19
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 2 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 2 of 22
ONE LAB. NATIONWIDE.SAMPLE SUMMARY
Collected by Collected date/time Received date/time
TRIP BLANK L1287678-01 GW Gary A Fisher 11/18/20 00:00 11/19/20 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 602MS WG1583242 1 11/27/20 23:37 11/27/20 23:37 JHH Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 602MS WG1584227 1 11/30/20 14:47 11/30/20 14:47 JHH Mt. Juliet, TN
Collected by Collected date/time Received date/time
MW-01 L1287678-02 GW Gary A Fisher 11/18/20 08:15 11/19/20 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Petroleum Hydrocarbons by Method MADEPV WG1580669 25 11/23/20 12:30 11/23/20 12:30 ACG Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 602MS WG1584410 200 12/01/20 01:55 12/01/20 01:55 ACG Mt. Juliet, TN
TPH by Method MADEPE WG1579739 1 11/20/20 06:46 11/24/20 05:17 DMG Mt. Juliet, TN
TPH by Method MADEPE WG1579739 1 11/20/20 06:46 11/24/20 06:23 DMG Mt. Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 WG1581306 1 11/24/20 11:09 11/25/20 01:58 SHG Mt. Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 WG1581306 5 11/24/20 11:09 11/26/20 21:13 SHG Mt. Juliet, TN
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 3 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 3 of 22
ONE LAB. NATIONWIDE.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]
T. Alan Harvill
Project Manager
Sample Delivery Group (SDG) Narrative
Analyzed from headspace vial.
Lab Sample ID Project Sample ID Method
L1287678-01 TRIP BLANK 602MS
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 4 of 22
T. Alan Harvill
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 4 of 22
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 01
L1287678
TRIP BLANK
Collected date/time: 11/18/20 00:00
Volatile Organic Compounds (GC/MS) by Method 602MS
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
Benzene U 0.0941 1.00 1 11/27/2020 23:37 WG1583242
Di-isopropyl ether U 0.105 1.00 1 11/27/2020 23:37 WG1583242
Ethylbenzene U 0.137 1.00 1 11/27/2020 23:37 WG1583242
Methyl tert-butyl ether U 0.101 1.00 1 11/27/2020 23:37 WG1583242
Naphthalene U 1.00 5.00 1 11/30/2020 14:47 WG1584227
Toluene U 0.278 1.00 1 11/27/2020 23:37 WG1583242
m&p-Xylenes U 0.430 2.00 1 11/27/2020 23:37 WG1583242
o-Xylene U 0.174 1.00 1 11/27/2020 23:37 WG1583242
(S) Toluene-d8 97.8 80.0-120 11/27/2020 23:37 WG1583242
(S) Toluene-d8 107 80.0-120 11/30/2020 14:47 WG1584227
(S) 4-Bromofluorobenzene 101 77.0-126 11/27/2020 23:37 WG1583242
(S) 4-Bromofluorobenzene 92.4 77.0-126 11/30/2020 14:47 WG1584227
(S) 1,2-Dichloroethane-d4 96.7 70.0-130 11/27/2020 23:37 WG1583242
(S) 1,2-Dichloroethane-d4 101 70.0-130 11/30/2020 14:47 WG1584227
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 5 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 5 of 22
ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1287678
MW-01
Collected date/time: 11/18/20 08:15
Volatile Petroleum Hydrocarbons by Method MADEPV
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
Unadjusted C5-C8 Aliphatics 55600 833 2500 25 11/23/2020 12:30 WG1580669
Unadjusted C9-C12 Aliphatics 26900 833 2500 25 11/23/2020 12:30 WG1580669
Unadjusted C9-C10 Aromatics 6770 833 2500 25 11/23/2020 12:30 WG1580669
Total VPH 89300 833 2500 25 11/23/2020 12:30 WG1580669
(S) 2,5-Dibromotoluene(FID)83.3 70.0-130 11/23/2020 12:30 WG1580669
(S) 2,5-Dibromotoluene(PID)83.2 70.0-130 11/23/2020 12:30 WG1580669
Volatile Organic Compounds (GC/MS) by Method 602MS
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
Benzene 8020 18.8 200 200 12/01/2020 01:55 WG1584410
Di-isopropyl ether U 21.0 200 200 12/01/2020 01:55 WG1584410
Ethylbenzene 3360 27.4 200 200 12/01/2020 01:55 WG1584410
Methyl tert-butyl ether U 20.2 200 200 12/01/2020 01:55 WG1584410
Naphthalene 749 J 200 1000 200 12/01/2020 01:55 WG1584410
Toluene 30800 55.6 200 200 12/01/2020 01:55 WG1584410
m&p-Xylenes 11600 86.0 400 200 12/01/2020 01:55 WG1584410
o-Xylene 5870 34.8 200 200 12/01/2020 01:55 WG1584410
(S) Toluene-d8 101 80.0-120 12/01/2020 01:55 WG1584410
(S) 4-Bromofluorobenzene 93.4 77.0-126 12/01/2020 01:55 WG1584410
(S) 1,2-Dichloroethane-d4 99.5 70.0-130 12/01/2020 01:55 WG1584410
Sample Narrative:
L1287678-02 WG1584410: Target compounds too high to run at a lower dilution.
TPH by Method MADEPE
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
Unadjusted C9-C18 Aliphatics 851 33.3 100 1 11/24/2020 05:17 WG1579739
Unadjusted C19-C36 Aliphatics U 33.3 100 1 11/24/2020 05:17 WG1579739
Unadjusted C11-C22 Aromatics 1160 33.3 100 1 11/24/2020 06:23 WG1579739
Unadjusted Total Petroleum
Hydrocarbons 2010 33.3 100 1 11/24/2020 06:23 WG1579739
(S) o-Terphenyl 65.0 40.0-140 11/24/2020 06:23 WG1579739
(S) 1-Chloro-octadecane 48.3 40.0-140 11/24/2020 05:17 WG1579739
(S) 2-Fluorobiphenyl 86.3 40.0-140 11/24/2020 06:23 WG1579739
(S) 2-Bromonaphthalene 77.9 40.0-140 11/24/2020 06:23 WG1579739
Semi Volatile Organic Compounds (GC/MS) by Method 625.1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
1,2,4-Trichlorobenzene U 0.0698 10.0 1 11/25/2020 01:58 WG1581306
1,2-Dichlorobenzene U 0.0713 10.0 1 11/25/2020 01:58 WG1581306
1,3-Dichlorobenzene U 0.132 10.0 1 11/25/2020 01:58 WG1581306
1,4-Dichlorobenzene U 0.0942 10.0 1 11/25/2020 01:58 WG1581306
2,4-Dinitrotoluene U 0.0983 10.0 1 11/25/2020 01:58 WG1581306
2,6-Dinitrotoluene U 0.250 10.0 1 11/25/2020 01:58 WG1581306
2-Chloronaphthalene U 0.0648 1.00 1 11/25/2020 01:58 WG1581306
3,3-Dichlorobenzidine U 0.212 10.0 1 11/25/2020 01:58 WG1581306
4-Bromophenyl-phenylether U 0.0877 10.0 1 11/25/2020 01:58 WG1581306
4-Chlorophenyl-phenylether U 0.0926 10.0 1 11/25/2020 01:58 WG1581306
Acenaphthene 0.235 J 0.0886 1.00 1 11/25/2020 01:58 WG1581306
Acenaphthylene U 0.0921 1.00 1 11/25/2020 01:58 WG1581306
Anthracene U 0.0804 1.00 1 11/25/2020 01:58 WG1581306
Benzidine U 3.74 10.0 1 11/25/2020 01:58 WG1581306
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ONE LAB. NATIONWIDE.SAMPLE RESULTS - 02
L1287678
MW-01
Collected date/time: 11/18/20 08:15
Semi Volatile Organic Compounds (GC/MS) by Method 625.1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/l ug/l ug/l date / time
Benzo(a)anthracene U 0.199 1.00 1 11/25/2020 01:58 WG1581306
Benzo(a)pyrene U 0.0381 1.00 1 11/25/2020 01:58 WG1581306
Benzo(b)fluoranthene U 0.130 1.00 1 11/25/2020 01:58 WG1581306
Benzo(g,h,i)perylene U 0.121 1.00 1 11/25/2020 01:58 WG1581306
Benzo(k)fluoranthene U 0.120 1.00 1 11/25/2020 01:58 WG1581306
Bis(2-chlorethoxy)methane U 0.116 10.0 1 11/25/2020 01:58 WG1581306
2,2-Oxybis(1-Chloropropane)U 0.210 10.0 1 11/25/2020 01:58 WG1581306
Bis(2-ethylhexyl)phthalate U 0.895 3.00 1 11/25/2020 01:58 WG1581306
Benzylbutyl phthalate U 0.765 3.00 1 11/25/2020 01:58 WG1581306
Chrysene U 0.130 1.00 1 11/25/2020 01:58 WG1581306
Di-n-butyl phthalate U 0.453 3.00 1 11/25/2020 01:58 WG1581306
Di-n-octyl phthalate U 0.932 3.00 1 11/25/2020 01:58 WG1581306
Dibenz(a,h)anthracene U 0.0644 1.00 1 11/25/2020 01:58 WG1581306
Diethyl phthalate U 0.287 3.00 1 11/25/2020 01:58 WG1581306
Dimethyl phthalate U 0.260 3.00 1 11/25/2020 01:58 WG1581306
Fluoranthene U 0.102 1.00 1 11/25/2020 01:58 WG1581306
Fluorene 0.236 J 0.0844 1.00 1 11/25/2020 01:58 WG1581306
Hexachlorobenzene U 0.0755 1.00 1 11/25/2020 01:58 WG1581306
Hexachloro-1,3-butadiene U 0.0968 10.0 1 11/25/2020 01:58 WG1581306
Hexachlorocyclopentadiene U 0.0598 10.0 1 11/25/2020 01:58 WG1581306
Hexachloroethane U 0.127 10.0 1 11/25/2020 01:58 WG1581306
Indeno(1,2,3-cd)pyrene U 0.279 1.00 1 11/25/2020 01:58 WG1581306
Isophorone U 0.143 10.0 1 11/25/2020 01:58 WG1581306
n-Nitrosodi-n-propylamine U 0.261 10.0 1 11/25/2020 01:58 WG1581306
n-Nitrosodimethylamine U 0.998 10.0 1 11/25/2020 01:58 WG1581306
n-Nitrosodiphenylamine U 2.37 10.0 1 11/25/2020 01:58 WG1581306
Naphthalene 611 0.795 5.00 5 11/26/2020 21:13 WG1581306
Nitrobenzene U 0.297 10.0 1 11/25/2020 01:58 WG1581306
Phenanthrene 0.120 J 0.112 1.00 1 11/25/2020 01:58 WG1581306
Pyrene U 0.107 1.00 1 11/25/2020 01:58 WG1581306
(S) Nitrobenzene-d5 76.5 15.0-314 11/25/2020 01:58 WG1581306
(S) Nitrobenzene-d5 58.7 15.0-314 11/26/2020 21:13 WG1581306
(S) 2-Fluorobiphenyl 60.3 22.0-127 11/25/2020 01:58 WG1581306
(S) 2-Fluorobiphenyl 69.6 22.0-127 11/26/2020 21:13 WG1581306
(S) p-Terphenyl-d14 69.9 29.0-141 11/25/2020 01:58 WG1581306
(S) p-Terphenyl-d14 81.3 29.0-141 11/26/2020 21:13 WG1581306
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 7 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 7 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1580669
Volatile Petroleum Hydrocarbons by Method MADEPV L1287678-02
Method Blank (MB)
(MB) R3597484-3 11/23/20 01:15
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Unadjusted C5-C8 Aliphatics U 33.3 100
Unadjusted C9-C12 Aliphatics U 33.3 100
Unadjusted C9-C10 Aromatics U 33.3 100
Total VPH U 33.3 100
(S) 2,5-Dibromotoluene(FID)82.1 70.0-130
(S) 2,5-Dibromotoluene(PID)81.8 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3597484-1 11/22/20 21:36 • (LCSD) R3597484-2 11/22/20 22:47
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Unadjusted C5-C8 Aliphatics 1200 1050 1170 87.5 97.5 70.0-130 10.8 25
Unadjusted C9-C12 Aliphatics 1400 1400 1330 100 95.0 70.0-130 5.13 25
Unadjusted C9-C10 Aromatics 200 200 195 100 97.5 70.0-130 2.53 25
Total VPH 2800 2650 2700 94.6 96.4 70.0-130 1.87 25
(S) 2,5-Dibromotoluene(FID) 86.5 86.0 70.0-130
(S) 2,5-Dibromotoluene(PID) 88.5 88.5 70.0-130
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 8 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 8 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1583242
Volatile Organic Compounds (GC/MS) by Method 602MS L1287678-01
Method Blank (MB)
(MB) R3598497-3 11/27/20 22:25
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Benzene U 0.0941 1.00
Di-isopropyl ether U 0.105 1.00
Ethylbenzene U 0.137 1.00
Methyl tert-butyl ether U 0.101 1.00
Toluene U 0.278 1.00
o-Xylene U 0.174 1.00
m&p-Xylene U 0.430 2.00
(S) Toluene-d8 97.2 80.0-120
(S) 4-Bromofluorobenzene 101 77.0-126
(S) 1,2-Dichloroethane-d4 98.4 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3598497-1 11/27/20 20:21 • (LCSD) R3598497-2 11/27/20 20:42
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Benzene 5.00 5.36 5.25 107 105 70.0-123 2.07 20
Di-isopropyl ether 5.00 3.37 3.34 67.4 66.8 58.0-138 0.894 20
Ethylbenzene 5.00 4.55 4.53 91.0 90.6 79.0-123 0.441 20
Methyl tert-butyl ether 5.00 5.16 5.24 103 105 68.0-125 1.54 20
Toluene 5.00 4.58 4.54 91.6 90.8 79.0-120 0.877 20
o-Xylene 5.00 4.46 4.35 89.2 87.0 80.0-122 2.50 20
m&p-Xylene 10.0 9.03 8.97 90.3 89.7 80.0-122 0.667 20
(S) Toluene-d8 95.4 95.3 80.0-120
(S) 4-Bromofluorobenzene 102 101 77.0-126
(S) 1,2-Dichloroethane-d4 96.9 99.5 70.0-130
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 9 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 9 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1584227
Volatile Organic Compounds (GC/MS) by Method 602MS L1287678-01
Method Blank (MB)
(MB) R3598677-3 11/30/20 12:41
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Naphthalene U 1.00 5.00
(S) Toluene-d8 103 80.0-120
(S) 4-Bromofluorobenzene 89.1 77.0-126
(S) 1,2-Dichloroethane-d4 99.7 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3598677-1 11/30/20 11:19 • (LCSD) R3598677-2 11/30/20 11:39
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Naphthalene 5.00 3.88 4.02 77.6 80.4 54.0-135 3.54 20
(S) Toluene-d8 105 105 80.0-120
(S) 4-Bromofluorobenzene 92.5 94.7 77.0-126
(S) 1,2-Dichloroethane-d4 95.2 102 70.0-130
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 10 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 10 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1584410
Volatile Organic Compounds (GC/MS) by Method 602MS L1287678-02
Method Blank (MB)
(MB) R3598982-3 12/01/20 01:34
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Benzene U 0.0941 1.00
Di-isopropyl ether U 0.105 1.00
Ethylbenzene U 0.137 1.00
Methyl tert-butyl ether U 0.101 1.00
Naphthalene U 1.00 5.00
Toluene U 0.278 1.00
o-Xylene U 0.174 1.00
m&p-Xylenes U 0.430 2.00
(S) Toluene-d8 105 80.0-120
(S) 4-Bromofluorobenzene 92.4 77.0-126
(S) 1,2-Dichloroethane-d4 102 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3598982-1 12/01/20 00:33 • (LCSD) R3598982-2 12/01/20 00:54
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Benzene 5.00 5.03 4.94 101 98.8 70.0-123 1.81 20
Di-isopropyl ether 5.00 3.62 3.72 72.4 74.4 58.0-138 2.72 20
Ethylbenzene 5.00 4.94 5.14 98.8 103 79.0-123 3.97 20
Methyl tert-butyl ether 5.00 4.82 5.19 96.4 104 68.0-125 7.39 20
Naphthalene 5.00 3.99 4.37 79.8 87.4 54.0-135 9.09 20
Toluene 5.00 5.26 5.40 105 108 79.0-120 2.63 20
o-Xylene 5.00 4.78 4.79 95.6 95.8 80.0-122 0.209 20
m&p-Xylenes 10.0 9.85 10.0 98.5 100 80.0-122 1.51 20
(S) Toluene-d8 103 103 80.0-120
(S) 4-Bromofluorobenzene 91.6 89.1 77.0-126
(S) 1,2-Dichloroethane-d4 101 97.4 70.0-130
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 11 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 11 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1579739
TPH by Method MADEPE L1287678-02
Method Blank (MB)
(MB) R3596725-1 11/24/20 00:53
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Unadjusted C9-C18 Aliphatics U 33.3 100
Unadjusted C19-C36 Aliphatics U 33.3 100
(S) 1-Chloro-octadecane 79.1 40.0-140
Method Blank (MB)
(MB) R3596725-4 11/24/20 01:59
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Unadjusted C11-C22 Aromatics U 33.3 100
(S) o-Terphenyl 78.3 40.0-140
(S) 2-Fluorobiphenyl 83.1 40.0-140
(S) 2-Bromonaphthalene 79.1 40.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3596725-2 11/24/20 01:15 • (LCSD) R3596725-3 11/24/20 01:37
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Unadjusted C9-C18 Aliphatics 600 317 314 52.8 52.3 40.0-140 0.951 25
Unadjusted C19-C36 Aliphatics 800 494 481 61.7 60.1 40.0-140 2.67 25
(S) 1-Chloro-octadecane 71.1 70.7 40.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3596725-5 11/24/20 02:21 • (LCSD) R3596725-6 11/24/20 02:43
Spike Amount LCS Result LCSD Result LCS Rec.LCSD Rec.Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Unadjusted C11-C22 Aromatics 1700 1430 1130 84.1 66.5 40.0-140 23.4 25
(S) o-Terphenyl 85.4 66.4 40.0-140
(S) 2-Fluorobiphenyl 93.0 73.0 40.0-140
(S) 2-Bromonaphthalene 83.3 67.8 40.0-140
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 12 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 12 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1581306
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 L1287678-02
Method Blank (MB)
(MB) R3597387-2 11/24/20 22:54
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Acenaphthene U 0.0886 1.00
Acenaphthylene U 0.0921 1.00
Anthracene U 0.0804 1.00
Benzidine U 3.74 10.0
Benzo(a)anthracene U 0.199 1.00
Benzo(b)fluoranthene U 0.130 1.00
Benzo(k)fluoranthene U 0.120 1.00
Benzo(g,h,i)perylene U 0.121 1.00
Benzo(a)pyrene U 0.0381 1.00
Bis(2-chlorethoxy)methane U 0.116 10.0
2,2-Oxybis(1-Chloropropane)U 0.210 10.0
4-Bromophenyl-phenylether U 0.0877 10.0
2-Chloronaphthalene U 0.0648 1.00
4-Chlorophenyl-phenylether U 0.0926 10.0
Chrysene U 0.130 1.00
Dibenz(a,h)anthracene U 0.0644 1.00
1,2-Dichlorobenzene U 0.0713 10.0
1,3-Dichlorobenzene U 0.132 10.0
1,4-Dichlorobenzene U 0.0942 10.0
3,3-Dichlorobenzidine U 0.212 10.0
2,4-Dinitrotoluene U 0.0983 10.0
2,6-Dinitrotoluene U 0.250 10.0
Fluoranthene U 0.102 1.00
Fluorene U 0.0844 1.00
Hexachlorobenzene U 0.0755 1.00
Hexachloro-1,3-butadiene U 0.0968 10.0
Hexachlorocyclopentadiene U 0.0598 10.0
Hexachloroethane U 0.127 10.0
Indeno(1,2,3-cd)pyrene U 0.279 1.00
Isophorone U 0.143 10.0
Naphthalene U 0.159 1.00
Nitrobenzene U 0.297 10.0
n-Nitrosodimethylamine U 0.998 10.0
n-Nitrosodiphenylamine U 2.37 10.0
n-Nitrosodi-n-propylamine U 0.261 10.0
Phenanthrene U 0.112 1.00
Benzylbutyl phthalate U 0.765 3.00
Bis(2-ethylhexyl)phthalate U 0.895 3.00
Di-n-butyl phthalate U 0.453 3.00
Diethyl phthalate U 0.287 3.00
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/01/20 18:14 13 of 22
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
Mid-Atlantic - Speedway NC R1039.02(A)L1287678 12/02/20 08:13 13 of 22
ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1581306
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 L1287678-02
Method Blank (MB)
(MB) R3597387-2 11/24/20 22:54
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
Dimethyl phthalate U 0.260 3.00
Di-n-octyl phthalate U 0.932 3.00
Pyrene U 0.107 1.00
1,2,4-Trichlorobenzene U 0.0698 10.0
(S) Nitrobenzene-d5 59.4 15.0-314
(S) 2-Fluorobiphenyl 67.6 22.0-127
(S) p-Terphenyl-d14 71.4 29.0-141
Laboratory Control Sample (LCS)
(LCS) R3597387-1 11/24/20 22:33
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte ug/l ug/l %%
Acenaphthene 50.0 29.6 59.2 47.0-145
Acenaphthylene 50.0 30.8 61.6 33.0-145
Anthracene 50.0 33.2 66.4 27.0-133
Benzidine 100 25.2 25.2 1.00-120
Benzo(a)anthracene 50.0 35.9 71.8 33.0-143
Benzo(b)fluoranthene 50.0 34.9 69.8 24.0-159
Benzo(k)fluoranthene 50.0 36.8 73.6 11.0-162
Benzo(g,h,i)perylene 50.0 33.8 67.6 1.00-219
Benzo(a)pyrene 50.0 36.4 72.8 17.0-163
Bis(2-chlorethoxy)methane 50.0 29.5 59.0 1.00-219
2,2-Oxybis(1-Chloropropane)50.0 33.1 66.2 36.0-166
4-Bromophenyl-phenylether 50.0 33.9 67.8 53.0-127
2-Chloronaphthalene 50.0 30.0 60.0 60.0-120
4-Chlorophenyl-phenylether 50.0 31.7 63.4 25.0-158
Chrysene 50.0 34.6 69.2 17.0-168
Dibenz(a,h)anthracene 50.0 33.5 67.0 1.00-227
1,2-Dichlorobenzene 50.0 31.7 63.4 27.0-120
1,3-Dichlorobenzene 50.0 30.7 61.4 26.0-120
1,4-Dichlorobenzene 50.0 29.9 59.8 26.0-120
3,3-Dichlorobenzidine 100 67.0 67.0 1.00-262
2,4-Dinitrotoluene 50.0 32.4 64.8 39.0-139
2,6-Dinitrotoluene 50.0 33.0 66.0 50.0-158
Fluoranthene 50.0 35.1 70.2 26.0-137
Fluorene 50.0 31.2 62.4 59.0-121
Hexachlorobenzene 50.0 35.9 71.8 1.00-152
Hexachloro-1,3-butadiene 50.0 27.7 55.4 24.0-120
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1581306
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 L1287678-02
Laboratory Control Sample (LCS)
(LCS) R3597387-1 11/24/20 22:33
Spike Amount LCS Result LCS Rec.Rec. Limits LCS Qualifier
Analyte ug/l ug/l %%
Hexachlorocyclopentadiene 50.0 15.5 31.0 10.0-120
Hexachloroethane 50.0 29.6 59.2 40.0-120
Indeno(1,2,3-cd)pyrene 50.0 32.6 65.2 1.00-171
Isophorone 50.0 30.3 60.6 21.0-196
Naphthalene 50.0 26.6 53.2 21.0-133
Nitrobenzene 50.0 26.0 52.0 35.0-180
n-Nitrosodimethylamine 50.0 21.0 42.0 10.0-120
n-Nitrosodiphenylamine 50.0 31.7 63.4 44.0-120
n-Nitrosodi-n-propylamine 50.0 38.3 76.6 1.00-230
Phenanthrene 50.0 35.0 70.0 54.0-120
Benzylbutyl phthalate 50.0 37.2 74.4 1.00-152
Bis(2-ethylhexyl)phthalate 50.0 36.9 73.8 8.00-158
Di-n-butyl phthalate 50.0 36.0 72.0 1.00-120
Diethyl phthalate 50.0 34.3 68.6 1.00-120
Dimethyl phthalate 50.0 33.5 67.0 1.00-120
Di-n-octyl phthalate 50.0 32.8 65.6 4.00-146
Pyrene 50.0 36.8 73.6 52.0-120
1,2,4-Trichlorobenzene 50.0 27.2 54.4 44.0-142
(S) Nitrobenzene-d5 53.7 15.0-314
(S) 2-Fluorobiphenyl 63.5 22.0-127
(S) p-Terphenyl-d14 65.8 29.0-141
L1287927-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1287927-08 11/24/20 23:36 • (MS) R3597387-3 11/24/20 23:57 • (MSD) R3597387-4 11/25/20 00:18
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l ug/l %%%%%
Acenaphthene 50.0 U 31.7 31.4 63.4 62.8 1 47.0-145 0.951 48
Acenaphthylene 50.0 U 33.1 32.8 66.2 65.6 1 33.0-145 0.910 74
Anthracene 50.0 U 36.1 35.8 72.2 71.6 1 27.0-133 0.834 66
Benzidine 100 U 24.3 16.0 24.3 16.0 1 1.00-120 J3 41.2 40
Benzo(a)anthracene 50.0 U 36.4 36.5 72.8 73.0 1 33.0-143 0.274 53
Benzo(b)fluoranthene 50.0 U 34.6 34.9 69.2 69.8 1 24.0-159 0.863 71
Benzo(k)fluoranthene 50.0 U 37.2 36.0 74.4 72.0 1 11.0-162 3.28 63
Benzo(g,h,i)perylene 50.0 U 36.0 35.8 72.0 71.6 1 1.00-219 0.557 97
Benzo(a)pyrene 50.0 U 37.4 36.7 74.8 73.4 1 17.0-163 1.89 72
Bis(2-chlorethoxy)methane 50.0 U 32.7 32.6 65.4 65.2 1 33.0-184 0.306 54
2,2-Oxybis(1-Chloropropane)50.0 U 35.6 32.9 71.2 65.8 1 36.0-166 7.88 76
4-Bromophenyl-phenylether 50.0 U 35.9 34.6 71.8 69.2 1 53.0-127 3.69 43
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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ONE LAB. NATIONWIDE.QUALITY CONTROL SUMMARYWG1581306
Semi Volatile Organic Compounds (GC/MS) by Method 625.1 L1287678-02
L1287927-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1287927-08 11/24/20 23:36 • (MS) R3597387-3 11/24/20 23:57 • (MSD) R3597387-4 11/25/20 00:18
Spike Amount Original Result MS Result MSD Result MS Rec.MSD Rec.Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l ug/l %%%%%
2-Chloronaphthalene 50.0 U 33.2 32.1 66.4 64.2 1 60.0-120 3.37 24
4-Chlorophenyl-phenylether 50.0 U 34.4 33.3 68.8 66.6 1 25.0-158 3.25 61
Chrysene 50.0 U 34.9 34.7 69.8 69.4 1 17.0-168 0.575 87
Dibenz(a,h)anthracene 50.0 U 37.1 36.3 74.2 72.6 1 1.00-227 2.18 126
1,2-Dichlorobenzene 50.0 U 33.4 31.7 66.8 63.4 1 14.0-125 5.22 24
1,3-Dichlorobenzene 50.0 U 32.9 30.6 65.8 61.2 1 12.0-123 7.24 22
1,4-Dichlorobenzene 50.0 U 32.7 30.7 65.4 61.4 1 12.0-125 6.31 23
3,3-Dichlorobenzidine 100 U 74.7 74.2 74.7 74.2 1 1.00-262 0.672 108
2,4-Dinitrotoluene 50.0 U 34.5 35.3 69.0 70.6 1 39.0-139 2.29 42
2,6-Dinitrotoluene 50.0 U 35.1 35.2 70.2 70.4 1 50.0-158 0.284 48
Fluoranthene 50.0 U 35.6 34.5 71.2 69.0 1 26.0-137 3.14 66
Fluorene 50.0 U 33.9 33.7 67.8 67.4 1 59.0-121 0.592 38
Hexachlorobenzene 50.0 U 36.4 35.3 72.8 70.6 1 1.00-152 3.07 55
Hexachloro-1,3-butadiene 50.0 U 29.2 28.2 58.4 56.4 1 24.0-120 3.48 62
Hexachlorocyclopentadiene 50.0 U 22.2 21.4 44.4 42.8 1 10.0-146 3.67 34
Hexachloroethane 50.0 U 33.3 31.1 66.6 62.2 1 40.0-120 6.83 52
Indeno(1,2,3-cd)pyrene 50.0 U 35.8 34.5 71.6 69.0 1 1.00-171 3.70 99
Isophorone 50.0 U 31.5 31.9 63.0 63.8 1 21.0-196 1.26 93
Naphthalene 50.0 0.190 29.3 28.1 58.2 55.8 1 21.0-133 4.18 65
Nitrobenzene 50.0 U 30.6 29.8 61.2 59.6 1 35.0-180 2.65 62
n-Nitrosodimethylamine 50.0 U 20.5 20.0 41.0 40.0 1 10.0-120 2.47 40
n-Nitrosodiphenylamine 50.0 U 36.4 33.7 72.8 67.4 1 16.0-160 7.70 28
n-Nitrosodi-n-propylamine 50.0 U 38.6 37.8 77.2 75.6 1 1.00-230 2.09 87
Phenanthrene 50.0 U 35.9 34.5 71.8 69.0 1 54.0-120 3.98 39
Benzylbutyl phthalate 50.0 U 35.9 35.9 71.8 71.8 1 1.00-152 0.000 60
Bis(2-ethylhexyl)phthalate 50.0 U 34.8 35.3 69.6 70.6 1 8.00-158 1.43 82
Di-n-butyl phthalate 50.0 U 35.7 34.7 71.4 69.4 1 1.00-120 2.84 47
Diethyl phthalate 50.0 0.375 36.0 36.4 71.3 72.1 1 1.00-120 1.10 100
Dimethyl phthalate 50.0 U 36.0 35.4 72.0 70.8 1 1.00-120 1.68 183
Di-n-octyl phthalate 50.0 U 32.5 32.8 65.0 65.6 1 4.00-146 0.919 69
Pyrene 50.0 U 35.5 36.5 71.0 73.0 1 52.0-120 2.78 49
1,2,4-Trichlorobenzene 50.0 U 29.5 28.3 59.0 56.6 1 44.0-142 4.15 50
(S) Nitrobenzene-d5 62.4 59.4 15.0-314
(S) 2-Fluorobiphenyl 68.7 69.4 22.0-127
(S) p-Terphenyl-d14 67.2 68.1 29.0-141
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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ONE LAB. NATIONWIDE.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
MDL Method Detection Limit.
RDL 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
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.
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing
turn-around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
* 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 National.

State Accreditations
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN-03-2002-34
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹n/a
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 ⁶90010 South Carolina 84004
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana ¹LA180010 Texas T104704245-18-15
Maine TN0002 Texas ⁵LAB0152
Maryland 324 Utah TN00003
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 460132
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 9980939910
Montana CERT0086 Wyoming A2LA

Third Party Federal Accreditations
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

Our Locations
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contactour main office. Pace National performs all testing at our central laboratory.
1 Cp
2Tc
3Ss
4Cn
5Sr
6Qc
7Gl
8Al
9Sc
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Page 1 of 1

TURN AROUND TIME
STANDARD

Chain-of-Custody-Record
Speedway Project Information
Speedway Store #: C210006993 Facility ID 0000015515
Address:670 N Reilly Rd
City:Fayetteville State:NC
Phone #:Fax #:
Speedway Proj. Mgr: Charles Chiara **INVOICE TO SPEEDWAY**
AFE #:190112 Work Order #:1103701744

COC ID # 00054238
Lab Information
Lab:Pace Analytical Services (TN)
Consultant:Mid-Atlantic Associates, Inc. - Charlotte, NC
Project Mgr: Troy Holzschuh
Address:1125 E Moorehead Street Charlotte, NC 28204-2849
Phone #:Fax #:
Sampler:Gary Fisher
Shipped:FedExp
Tracking #:received
Sample ID Date/Time Sampled Matrix Count Container Type Preservative Analysis to be Performed Method Remarks
MW-01 11/18/2020 08:15am W 10 40 ML AMBER VOA HCL VPH MADEP VPH
VOA - 40 MILL HCL BTEX/MTBE/IPE/Naph 602
100 ML AMBER GLASS NONE SVOCs/BNA/TICS 625
1LG HCL EPH MADEP EPH
TRIP BLANK 11/18/2020 12:00am W 1 VOA - 40 MILL HCL BTEX/MTBE/IPE/Naph 602
Relinquished by:Date Time Received by:Date Time
Relinquished by:Date Time Received by laboratory:Date Time
Special Reporting Requirements:Lab Notes:Temp
Speedway LLC.1/1 https://www.speedway-ids.com
Chain of Custody Analysis to be Performed Chain-of-Custody-Record
COC ID # 54238 Printed: 01/16/2021
Analysis Name: BTEX/MTBE/IPE/Naph ( Water )
Analysis Description / Method:EPA Modified 602 / 602
Container Type / Preservative:VOA - 40 MILL / HCL
Analytes: Benzene ug/L, Diisopropyl ether ug/L, Ethylbenzene ug/L, Methyl tert butyl ether ug/L, Naphthalene ug/L, Toluene ug/L, m,p-Xylene ug/L, o-Xylene ug/L

Analysis Name: EPH ( Water )
Analysis Description / Method:Extractable Petroleum Hydrocarbons / MADEP EPH
Container Type / Preservative:1LG / HCL
Analytes: C11-C22 Aromatics ug/L, C19-C36 Aliphatics ug/L, C9-C18 Aliphatics ug/L, Extractable Petroleum Hydrocarbons ug/L

Analysis Name: SVOCs/BNA/TICS ( Water )
Analysis Description / Method:Water / 625
Container Type / Preservative:100 ML AMBER GLASS / NONE
Analytes: 1,2,4-Trichlorobenzene ug/L, 1,2-Dichlorobenzene ug/L, 1,3-Dichlorobenzene ug/L, 1,4-Dichlorobenzene ug/L, 2,2'-oxybis(1-Chloropropane) ug/L, 2,4-Dinitrotoluene ug/L, 2,6-Dinitrotoluene ug/L,
2-Chloronaphthalene ug/L, 3,3'-Dichlorobenzidine ug/L, 4-Bromophenyl phenyl ether ug/L, 4-Chlorophenyl phenyl ether ug/L, Acenaphthene ug/L, Acenaphthylene ug/L, Anthracene ug/L, Benzidine ug/L,
Benzo(a)anthracene ug/L, Benzo(a)pyrene ug/L, Benzo(b)fluoranthene ug/L, Benzo(g,h,I)perylene ug/L, Benzo(k)fluoranthene ug/L, Bis(2-chloroethoxy)methane ug/L, Bis(2-ethylhexyl)phthalate ug/L, Butyl benzyl
phthalate ug/L, Chrysene ug/L, Di-n-butyl phthalate ug/L, Di-n-octyl phthalate ug/L, Dibenz(a,h)anthracene ug/L, Diethyl phthalate ug/L, Dimethyl phthalate ug/L, Fluoranthene ug/L, Fluorene ug/L, Hexachlorobenzene
ug/L, Hexachlorocyclopentadiene ug/L, Hexachloroethane ug/L, Hexchloro-1,3-butadiene ug/L, Indeno(1,2,3-cd)pyrene ug/L, Isophorone ug/L, N-Nitroso-di-n-propylamine ug/L, N-Nitrosodimethylamine ug/L,
N-Nitrosodiphenylamine ug/L, Naphthalene ug/L, Nitrobenzene ug/L, Phenanthrene ug/L, Pyrene ug/L

Analysis Name: VPH ( Water )
Analysis Description / Method:Volatile Petroleum Hydrocarbons / MADEP VPH
Speedway LLC.1/2 https://www.speedway-ids.com
Chain of Custody Analysis to be Performed Chain-of-Custody-Record
COC ID # 54238 Printed: 01/16/2021
Container Type / Preservative:40 ML AMBER VOA / HCL
Analytes: C5-C8 Aliphatics ug/L, C9-C10 Aromatics ug/L, C9-C12 Aliphatics ug/L, Total Volatile Hydrocarbons ug/L

Speedway LLC.2/2 https://www.speedway-ids.com