MO-30463_49456_CA_IAR_20240221_UST Removal Ferguson Property

UST REMOVAL
REPORT
FOR
HOME HEATING OIL TANK
Site:
Ferguson Property
8501 Fairview Road
Mint Hill, NC
County Tax ID: 13901201
Mecklenburg County
Prepared by:
INENCO, Inc.
132 W. Statesville Ave.
Mooresville, NC
February 2024

UST REMOVAL REPORT
Furguson Property
8501 Fairview Road
Mint Bill, NC
This report was prepared by INENCO, Inc.
Nortb Carolina Professional Corporation Registration #: C-1140
This report was prepared by and under the direction of Ryan Osborne, a Professional Engineer
for INENCO, Inc. I do certify that the information contained in this report is correct and
accurate to the best of my knowledge.
- a SEAL -
{ 0 a23 -
Mi..
•¢ =
Ry . Osborne, PE
Co ulting Project Manager
orth Carolina Professional Engineer License No. 26923
. ,414
Date

UST Closure Report and Site Investigation Report for
Permanent Closure of Underground Storage Tanks
A. Site Information;
1. Site Identification;
Date of Report: 2/20/24
Facility I. D. number: N/A
Site name and address
Ferguson Property
8501 Fairview Road
Mint Hill, NC 28227
Description of Geological Data Point, Location Method, Latitude/Longitude
Midpoint of the tank via GPS
35.1791/-80.6393
2. Information about contacts associated with the UST system;
UST owner;
Johnny and Gail Ferguson
7212 McWhirter Road
Mint Hill, NC 28227
Contact: Johnny Ferguson [phone]
UST operator;
Tank operations are inactive.
Property owner;
See above.
Property occupant;
Property was occupied at the time of the UST removal with a tenant.
Consultant/Contractor;
INENCO, Inc.
132 West Statesville Avenue
Mooresville, NC 28115
[phone]
Analytical laboratory;
Pace Analytical Services, LLC.
9800 Kincey Avenue -Suite 100
Huntersville, NC 28078 State ID #37706
UST Closure Report -February, 2024 Ferguson Property

3. UST Information;
Tank
Date
Date
Size in
Tank
Line
Release
#
Installed
Removed
gallons
Const.
Const.
Product
Discovered?
1
Unknown
1/31/24
500
Steel
Copper
Heat. Oil
No
2
Unknown
1/31/24
550
Steel
Copper
Heat. Oil
Yes
4. Information about a release;
Upon removal of the UST a release was evident.
B. Site history and characterization;
1. UST owner and operator information;
Johnny and Gail Ferguson
7212 McWhirter Road
Mint Hill, NC 28227
2. Provide UST information;
See the attached table above.
3. Provide non -UST information;
No aboveground tanks were present at the time of the UST removal.
4. Describe relation of location of current UST system to historical
UST releases, non -UST releases, and off -site releases;
There are no documented releases at this site.
5. Site Characteristics;
This site is a private residence. Surrounding property consists of residential
sites. Municipal water and sewer are supplied to the area. The local topography
is relatively flat with some rolling hills and surface drainage flowing to the
South. Groundwater and bedrock were not encountered during excavation
activities. Soils observed at the site ranged from orange to red clay silt. The
property consists of two rental houses each on its own parcel all owned by the
property owner listed
Note: Two home heating oil UST's were present at this site. They were located
in two separate tank pits. Prior to INENCO being on -site the excavation
contractor removed both of these USTs. An initial assessment was performed
by the contractor and INENCO was contacted with that information. The
contractor stated that Tank #1 was discovered to contain @ %2 inch of product,
and that the liquid removed for disposal was fuel/contact water, all from Tank
#2. Also, at the time of removal there was evidence that only one of these
UST's (Tank #2) was involved with a release. The remainder of this report will
only refer to the tank system with the noted release.
UST Closure Report -February, 2024 Ferguson Property

C. Closure procedures;
1. Describe preparations for closure including steps taken to notify authorities,
permits obtained, and steps taken to clean and purge the tank;
As this is a non -regulated heating oil tank no permits were obtained. As stated, the
liquid in the tank was removed. The liquid was then transported to CERT in
Charlotte. The amount of fuel and contact water was 490 gallons. A copy of the
manifests are included. On 1/31/24 the UST liquid was removed for disposal (See
Appendix D).
2. Describe the closure procedures;
The Health and Safety Plan (See Appendix H) was reviewed and signed by all
personnel. On 1/31/2024, soil was removed from the top of the UST to allow for
its removal. Once the tank was removed, soil contamination was encountered.
The tank was heavily pitted, and holes were present. The tank was loaded onto a
trailer to be removed for disposal (See Appendix E). No groundwater, free
product, or bedrock was encountered. See the attached map for sample location
(Figures).
3. Note the amount of residual material pumped from the tank and describe
storage, sampling, and disposal of the residual material and the disposal of
the tanks, pumps, and piping;
Approximately 490 gallons of fuel and contact water were removed prior to the
tank removal. The tank was removed to Titan Metal Co. in Cornelius, NC for
disposal. A copy of the weight ticket (both tanks) and Certificate of Disposal are
included (See Appendix B\E).
4. Document any soil excavation activities;
A back hoe was used for the excavation of the UST's. Soil observed at the site
ranged from orange to red clay silt. The top of the tank was located at the
approximate depth of 2.5 feet. The depth to the bottom of the tank was
approximately 6 feet. Once contamination was encountered the contractor
removed approximately on truck load of contaminated soil. One tank sample from
the bottom of the excavation was collected at a depth of approximately 8 feet.
The dimensions of the excavation were 8 feet wide by 12 feet long by 8 feet deep.
An estimated 10 tons of clean overburden soil was removed to access the tank and
soil contamination. Backfill consisted of retained overburden and additional fill
dirt. No groundwater, free product or bedrock was encountered during the
excavation. The amount of contaminated soil removed was 14.35 tons. A soil
disposal manifest is attached (See Appendix Q.
UST Closure Report -February, 2024 Ferguson Property

D. Site Investigation;
1. Field screening activities;
A Photoionization Detector (PID) is used to field screen soil for any
fuel oil contamination during an excavation. A Rae Systems MiniRAE 2000
photo -ionization detector is used. The MiniRAE 2000 is calibrated to display
concentration in units equal to parts per million. First, a supply of zero air, which
contains no ionizable gases or vapor, is used to set the zero point. Then, span gas,
containing a known concentration of a photo-ioniziable gas or vapor, is used to set
the sensitivity. Isobutylene at 100 PPM is used as the span gas. The field
screening is done by holding the PID next to the soil that had been recently
removed and observing the meter to determine if contaminated soil is present.
In addition, soil samples are placed in plastic bags and allowed to warm and
then read with the PID. The soil samples are removed via use of the back hoe and
taken in native soil at the bottom of the tank as well as from each wall of the tank
cavity with a portion of the soil being split into plastic bags for field checks via the
PID. A strong petroleum odor was noted from the area of the tank. No PID samples
were checked at this location.
2. Document soil sampling information;
INENCO personnel collected a soil sample in the open excavation by use of the
backhoe bucket removing soil from the bottom of the tank area. The tank sample
was collected at a depth of 8 feet below ground level. The soil was placed in new
laboratory provided containers / preparations and taken to the laboratory. See the
attached map for the sample location.
3. Document groundwater and surface water sampling information;
No groundwater or surface water sampling was performed regarding the removal
of this UST. (See Section D.6)
4. Document quality control measure information;
Fresh disposable gloves were used to collect the sample labeled "Tank" and field
prepared it for analysis via Gasoline Range Organics (GRO) and Diesel Range
Organics (DRO) using laboratory provided containers. The prepared sample was
placed on ice in a chilled cooler and taken to the lab. See the attached chain of
custody for the date and time that the sample was submitted to the lab (See
Appendix B).
5. Describe soil and groundwater investigation results;
As described, a single soil sample was collected from beneath the UST. The
sample was collected from about 2 feet below the tank at its estimated center.
The results of the analysis indicated GRO levels of 198 mg/kg and DRO levels
of 6820 mg/kg
UST Closure Report -February, 2024 Ferguson Property

6. Drinking Water Well Survey and Sampling Results;
Prior to the start of the excavation documented in this report, a cursory drinking
water well survey was performed. Except for a very small amount of a neighbor's
front yard, all of the property within 150 feet of the release area is owned by the
property owner. A drinking water well used by a tenant of the property owner
was found to be about 120 feet west of the possible release area. When the
property owner was informed of the situation, the owner asked for a water
sample to be taken from that drinking water well, as soon as possible. On
12/19/2023 the well was sampled. The sample was collected at the well house
spigot after the water was allowed to run for approximately 15 min. The sample
was analyzed via EPA Methods 602 & 625.
The results of the sampling were Non -Detect levels in all constituents. Appendix F
includes a depiction of the location of the well along with the drinking water well
sample results.
E. Conclusions and recommendations;
It was determined that soil contamination did exist at the area of the assessed UST.
No groundwater, bedrock or free product was encountered during the excavation.
The amount of contaminated soil removed was 14.35 tons. Upon the soil removal,
laboratory results indicated that contaminated soil still exists at the site. Additional
remediation items could be required.
UST Closure Report -February, 2024 Ferguson Property

Limitations
These environmental services have been performed for the exclusive use of the client for the specific
application to this project. The specifications and operating procedures utilized in the performance of
these services are in accordance with generally accepted engineering principles. No other warranty,
expressed or implied, is made. Although we cannot be responsible for the accuracy of the data
supplied by others, we have no reason to suspect that any of the information provided is inaccurate
unless it has been otherwise noted. Our observations are based upon conditions visible at the site at
the time of our site visit(s). Chemical analyses were performed on selected soil samples to determine
the presence and/or concentrations of potential contaminants. Selection of specific EPA test methods
for chemical analyses was based upon (1) information supplied by the client (owner) concerning the
raw materials, products, and/or wastes which may have been handled or generated within the scope of
this project, and (2) the guidelines provided by the North Carolina Department of Environmental
Quality. Conclusions presented in this report are based upon the services described, not on scientific
research, tasks or procedures beyond the scope of described services; nor, beyond the time and/or
budgetary constraints imposed by the client. Inenco, Inc., by virtue of providing the services
described in this report, does not assume the responsibility of the person(s) in charge of the site.
UST Closure Report -February, 2024 Ferguson Property

FIGURE

FIGURE 1
USGS 7.5 MIN TOPOGRAPHY MAP T
Ferguson Property
8501 Fairview Road
Mint Hill, NC
�, • . �''., may." - .. F•--. � .�: f�, . - �
10
r Cero . I... r e> J I •sad, Ha C y G4g +. e.
SITE
r` iJ�`
..T: �t ."J` T{a•, �.— ' -r• �J,(J j 'fir_
�``_, .. �� Mr E:itx�e _�. •V � I j J tom- 1 � . - ?-��.�af' • J
Lyint Hill L;+
mc
•.yf•4 • ;•a-; _.....:. Cr rMBe'• _ • !� __-� y .. _ •mltit•
--.:.-:•�r'-s �BtA
`A.4
104
Mercator Projection 1 2 3 4kr�+r
WGS94
IITM Zane 17S 1 e l25790 ca S�
D,5 1.0 1.5 2.0 mi MN
C4LTOPp :1 inch = 2149 feet ❑� I g.1a
SURFACE WATER SHOWN IN BLUE
INENCO, Inc.
132 W. STATESVILLE AVE.
MOORESVILLE, NC 28115

FIGURE 2
AERIAL SITE LOCATION
Ferguson Property
8501 Fairview Road
Mint Hill, NC
A,
INENCO, Inc.
132 W. STATESVILLE AVE.
MOORESVILLE, NC 28115

SOIL TEST RESULTS
Test Method
Sample #1 Description @Depth ft GRO DRO
Tank Release Confirm 1 8' 197 6820
All Results mglkg
--------------------------------------
UST Area
a. 'STD
1
L J
Approximate III
Over -Excavation
Boundary
= Soil O Sample Location 0 10 1
Garage
/
/
/
/
/
/
/
/
Approximate Former
Location of 500 Gallon
Heating Oil UST N
/// Lawyers Road F-
8501 Fairview Road
Mint Hill, NC
PLAN
Locations
Furguson Property
8501 Fairview Road, Mint Hill, NC
INENCO Inc.
132 W. Statesville Ave, Mo6resville, NC
SCALE: As Shown I UST 12 Report
2/1/24 1 FIGURE 3

APPENDIX A
INENCO's Standard Operating Procedures

INENCO, INC.
132 W. Statesville Ave.
Mooresville, NC 28115
[phone]
Fax: [phone]
INENCO, Inc. has adopted the following as Standard Operating Procedures for all fieldwork
deemed necessary by the UST Section of the NC DEQ:
"GUIDELINES FOR SAMPLING" NC DEQ, Division of Waste Management, Underground
Storage Tank Section, March 7, 2022 Version, Change 4, March 7, 2022.
Providing Environmental Engineering, Technology and Service

APPENDIX B
Soil Analytical / Laboratory Reports

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
February 12, 2024
Mr. James Willard II
Inenco, Inc.
132 W. Statesville Ave
Mooresville, NC 28115
RE: Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
Dear Mr. II:
Enclosed are the analytical results for sample(s) received by the laboratory on February 01, 2024. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ariel S Fitzgerald
[e-mail]
704-977-0945
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 12

Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
VirginiaNELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
8501 FARIVIEW RD
92711249
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92711249001
TANK
EPA8015C
HH
2
PASI-C
EPA 8015C
TEG
2
PASI-C
SW-846
CHC
1
PASI-C
PASI-C = Pace Analytical
Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
Sample: TANK Lab ID: 92711249001 Collected: 02/01/24 10:05 Received: 02/01/24 14:00 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8015 GCS THC-Diesel
Analytical Method: EPA 8015C Preparation Method: EPA 3546
Pace Analytical Services - Charlotte
Diesel Range Organics(C10-C28)
6820 mg/kg 234 40 02/07/24 13:08
02/08/24 14:20
Surrogates
n-Pentacosane (S)
0 % 10-133 40 02/07/24 13:08
02/08/24 14:20 629-99-2 S4
Gasoline Range Organics
Analytical Method: EPA 8015C Preparation Method: EPA 5030B
Pace Analytical Services - Charlotte
Gas Range Organics (C6-C10)
197 mg/kg 14.2 1 02/02/24 12:25
02/02/24 20:31
Surrogates
4-Bromofluorobenzene (S)
151 % 66-130 1 02/02/24 12:25
02/02/24 20:31 460-00-4 S5
Percent Moisture
Analytical Method: SW-846
Pace Analytical Services - Charlotte
Percent Moisture
14.4 % 0.10 1
02/02/24 14:56 N2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
QC Batch: 829739
Analysis Method: EPA 8015C
QC Batch Method: EPA 5030E
Analysis Description: Gasoline Range Organics
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92711249001
METHOD BLANK: 4288319
Matrix: Solid
Associated Lab Samples: 92711249001
Blank Reporting
Parameter
Units
Result Limit Analyzed Qualifiers
Gas Range Organics (C6-C10)
mg/kg
ND 6.0 02/02/24 14:30
4-Bromofluorobenzene (S)
%
90 66-130 02/02/24 14:30
LABORATORY CONTROL SAMPLE: 4288320
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Gas Range Organics (C6-C10)
mg/kg
50 46.6 93 70-130
4-Bromofluorobenzene (S)
%
91 66-130
MATRIX SPIKE SAMPLE: 4288322
92710520003 Spike MS MS
% Rec
Parameter
Units
Result Conc. Result % Rec
Limits Qualifiers
Gas Range Organics (C6-C10)
mg/kg
ND 49.7 22.9 43
57-154 M1
4-Bromofluorobenzene (S)
%
90
66-130
SAMPLE DUPLICATE: 4288321
92710520002 Dup
Parameter
Units
Result Result RPD Qualifiers
Gas Range Organics (C6-C10)
mg/kg
ND 2AJ
4-Bromofluorobenzene (S)
%
89 90
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
QC Batch: 830601
Analysis Method:
EPA 8015C
QC Batch Method: EPA 3546
Analysis Description:
8015 Solid GCSV
Laboratory:
Pace Analytical Services - Charlotte
Associated Lab Samples: 92711249001
METHOD BLANK: 4292957
Matrix: Solid
Associated Lab Samples: 92711249001
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
ND
5.1 02/08/24 10:57
n-Pentacosane (S)
%
71 10-133
02/08/24 10:57
LABORATORY CONTROL SAMPLE: 4292958
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
67.3 57.5
85 43-130
n-Pentacosane(S)
%
81 10-133
MATRIX SPIKE SAMPLE: 4293053
92712002001 Spike
MS MS
% Rec
Parameter
Units
Result Conc.
Result % Rec
Limits Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
409 78.1
609 255
15-130 M1
n-Pentacosane(S)
%
90
10-133
SAMPLE DUPLICATE: 4293054
92712002002 Dup
Parameter
Units
Result Result
RPD Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
ND
ND
n-Pentacosane (S)
%
77
69
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
QC Batch: 829800 Analysis Method: SW-846
QC Batch Method: SW-846 Analysis Description: Dry Weight/Percent Moisture
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92711249001
SAMPLE DUPLICATE: 4288546
92710862002 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 25.3 26.7 5 N2
SAMPLE DUPLICATE: 4288547
92711211001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 79.0 79.1 0 N2
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: 8501 FARIVIEW RD
Pace Project No.: 92711249
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditations/certifications is available upon request.
S4 Surrogate recovery not evaluated against control limits due to sample dilution.
S5 Surrogate recovery outside control limits due to matrix interferences (not confirmed by re -analysis).
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 12

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
8501 FARIVIEW RD
92711249
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92711249001
TANK
EPA 3546
830601 EPA 8015C
830937
92711249001
TANK
EPA 5030B
829739 EPA 8015C
829789
92711249001
TANK
SW-846
829800
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2024 06:21 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 12

1&e ❑C# Title: ENV-FRM-HUN1-0083 v03 sample Condition Upon Receipt
Effective Date: 12/29/207-3 4.16.30 PM
Laboratory receiving samples:
Asheville ❑ Eden[:] Greenwood ❑ Huntersville [V, Raleigh❑ Mechanicsville❑ Atianta❑ Kernersville❑
Sample Condition Client Name:Upon Receipt Project;I WQ# : 92711249
J-AcetcofAC-
IIIlIIII! 11II! II 111 III
Courier. Q fed Ex UPS EIIJSPS client
❑ Commercial ❑ Pace ❑ Other: 92711249
Custody Seal Present? El Yes 9No Seals Intact? ❑Yes ❑No 5 N/A
Date/Initials Person Examining Contents:
Packing Material:
Thermom er:
O��]] IR Gun 10
Cooler Temp:
❑ Bubble Wrap
1�)Toe)
Ll6ubble Bags ❑ None ❑ Other
Correction Factor:
Add/subtract (°{)
1�:!
Type of Ice:
-6.1
MWet ❑Blue ❑None
Cooler Temp Corrected (°C):
USDA Regulated Soil (❑ N/A, water sample}
Did samples originate in a arantine zone within the United States: CA, NY, or SC
(check maosl? ❑ Yes No
Biological Tissue Frozen?
[]Yes []No ❑ N/A
Temp should be above freezing to 6°C
❑ Samples out of temp criteria. Samples on ice, cooling process
has begun
Did samples originate from a foreign source (intern tonally,
includine Hawaii and Puerto Ricol? ❑Yes No
Comments/Discrepancy:
Chain of Custody Present?
Yes
ElNo
N/A
1_
Samples Arrived within Hold Time?
9fyes
❑No
El N/A
2,
Short Hold rime Analysis (02 hr.)?
❑ Yes
&ErNo
❑ N/A
3.
Rush Turn Around Time Requested?
❑ Yes
ON.
❑ NIA
4.
Sufficient Volume?
dyes
❑No
[iN/A
5.
Correct Containers Used?
-?ace Containers Used?
C.JYes
Efves
❑No
❑No
❑N/A
❑NIA
6.
Containers Intact?
Yes❑
No
❑ NIA
7.
Dissolved analysis: Samples Field Filtered? ❑Y s
Ld'No
❑N/A
8.
Sample Labels Match CDC?
-Includes Date/Time/ID/Analysis
Yes
Matrix:_:��__
❑ No
❑ N/A
9.
HeadspaceinVOA Vials (>5-6mm)?
El Yes
[I No
EJN/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Ycs
❑ Yes
❑No
❑ No
N/A
R�N/A
11.
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUITON
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Lot lO of split containers:
Date/Time:
Date:
Date:
Field Data Required? ❑ Yes ❑ No
Qualtrax 10: 69614 Pace 1 of 2
Page 10 of 12

Effective Date: 11/14/2022
`Check mark top half of box if pH and/or dechlorination is verified and
within the acceptance range for preservation samples.
Exceptions: VOA, Coiiform, TOC, Oil and Grease, DRO/8015 (water) OOC. LLHF,
"Bottom hail of box is to list number of bottles
"*'Check all unpreserved Nitrates for chlorine
Project 9
�W4#:92711249
PM: RSF Due Date: 02/15/24
CLIENT: 92-INENCO
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Type of Preservative
pH Adjustment Log for Preserved S2MPIes
pH upon receipt Date preservation adjusted Time preservation A-ount of Preservative Lat fs
Iadjusted added
Note Whenever thete is s discrepancy affecting INorlti Carolina can^pliaocc samp?es, a copy or this lorni will be sent to thr, North Carottna DENP, Certif ciLion Olfru: lr n
Out of hold, �ncorrecl preservative, ciut cf temp, incorrect containers
Quaitrax ID. 69614
Paae 2 of 2
Page 11 of 12

ITEM #
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APPENDIX C
Soil Disposal Manifests

m__

WO#
SOIL
SOL U TJ O5
OF�"E CAROL,,N ,,
PO BOX 681016
Charlotte, NC 2816
960-298-6003
,20 It,
�120 ib
Q/01/2024

APPENDIX D
Liquid Disposal Manifests

��e NON -HAZARDOUS WASTE MANIFEST
Plmu amr.r mmaeMPaa auwemewu nz
NON -HAZARDOUS ,. cenamreusEVAlDrm. oo.N.Mwrr j zPm_•.
WAS 1 C IYIAIV IrC.I i
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90-�14.3�Fi3
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WASTE MANIFEST
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II.

APPENDIX E
UST Certificate of Disposal

INENCO, INC.
132 W. Statesville Ave.
Mooresville, NC 28115
[phone]
Fax: [phone]
CERTIFICATE OF DISPOSAL
Tank ID- Fur 1 & Fur 2 Tank Size- 1 ea. 550 Gallon Steel
1 ea. 500 Gallon Steel
Site location: Property located at
8501 Fairview Road
Mint Hill, NC 28227
Date removed: 1/31/24
The tank was removed to: J Allen Trucking, Mint Hill, NC: then
Titan Metal Co. Inc,
19505 Liverpool Parkway
Cornelius, NC
Disposal method: The tanks were emptied, cleaned and cut for
disposal.
Date: 2/5/24
This is to certify that the above tank was disposed of in accordance
with EPA and American Petroleum Institute regulations.
Certified by:
Providing Environmental Engineering, Technology and Service

Receipt: 105061
Date: 2/5/2024
Time: 1,52:39 PM
PAYMENT RECEIPT
Titan Metal Company Customer: 100583
19505 Liverpool Pkwy J. Allen Trucking INC
' Cornelius, NC 28031 4121 Peggy Lane
Mint Full, NC 28227
ID Number, 000044241432
Ticket:105262 Weigh In:21512024 1.42:59 PM Weigh Out:21512024 1-52:34 PM Operator:Admin
Commodity Gross Tare Net Price TOTAL $
SHRED STEEL 12,380 11,360 1,020 156-80001GT 71-40
-------------------------------------------------------------------------------------__
Ticket Total 71.40
No. of Tickets: 1
Payment Mathod:Check
Check Number:7702 Total Paid: $T1.4O

APPENDIX F
Water Supply Well Info

Cursory Well Survey Results
,.� - �. � ��,� •_ - ` � ��� �•� � . �^
]5\r Radius
�
DeElWge ell
q]3 ?et from ma& / _ ~ 'rAk
~
-
.
_db.
�»■ | � ,
�.
_
POP 2 Ilk,
3
Ip
;MI
, -
--
_
Ip
AL
@ -ogle Earth

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
December 28, 2023
Mr. James Willard II
Inenco, Inc.
132 W. Statesville Ave
Mooresville, NC 28115
RE: Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
Dear Mr. II:
Enclosed are the analytical results for sample(s) received by the laboratory on December 19, 2023. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ariel S Fitzgerald
[e-mail]
704-977-0945
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 17

Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
8419 FAIRVIEW ROAD
92704731
Analytes
Lab ID
Sample ID
Method
Analysts Reported
Laboratory
92704731001
WELL
EPA625.1
PKS 58
PASI-C
SM 6200B
JJK 16
PASI-C
PASI-C = Pace Analytical
Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
Sample: WELL
Lab ID: 92704731001 Collected: 12/14/23
14:00
Received: 12/19/23 16:14 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
625 RVE
Analytical Method:
EPA 625.1
Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
Acenaphthene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
83-32-9
Acenaphthylene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
208-96-8
Anthracene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
120-12-7
Benzo(a)anthracene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
56-55-3
Benzo(a)pyrene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
50-32-8
Benzo(b)fluoranthene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
191-24-2
Benzo(k)fluoranthene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
101-55-3
Butylbenzylphthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
111-44-4
2-Chloronaphthalene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
91-58-7
2-Chlorophenol
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
7005-72-3
Chrysene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
91-94-1
2,4-Dichlorophenol
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
120-83-2
Diethylphthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
84-66-2
2,4-Dimethylphenol
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
105-67-9
Dimethylphthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
131-11-3
Di-n-butylphthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
84-74-2 L1
4,6-Dinitro-2-methyl phenol
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
534-52-1
2,4-Dinitrophenol
ND
ug/L
45.5
1
12/20/23 10:26
12/22/23 00:33
51-28-5
2,4-Dinitrotoluene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
121-14-2
2,6-Dinitrotoluene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
606-20-2
Di-n-octylphthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
117-81-7
Fluoranthene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
206-44-0
Fluorene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
87-68-3
Hexachlorobenzene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
77-47-4 R1
Hexachloroethane
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
193-39-5
Isophorone
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
78-59-1
Naphthalene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
91-20-3
Nitrobenzene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
98-95-3
2-Nitrophenol
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
88-75-5
4-Nitrophenol
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
100-02-7 R1
N-Nitrosodimethylamine
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
108-60-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
Sample: WELL Lab ID: 92704731001 Collected: 12/14/23 14:00 Received: 12/19/23 16:14 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 RVE
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
Pentachlorophenol
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
87-86-5
Phenanthrene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
85-01-8
Phenol
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
108-95-2
Pyrene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
129-00-0 L1,M0
1,2,4-Trichlorobenzene
ND
ug/L
4.5
1
12/20/23 10:26
12/22/23 00:33
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
9.1
1
12/20/23 10:26
12/22/23 00:33
88-06-2
Surrogates
Nitrobenzene-d5(S)
105
%
10-120
1
12/20/23 10:26
12/22/23 00:33
4165-60-0
2-Fluorobiphenyl (S)
101
%
15-120
1
12/20/23 10:26
12/22/23 00:33
321-60-8
Terphenyl-d14 (S)
147
%
11-131
1
12/20/23 10:26
12/22/23 00:33
1718-51-0 S3
Phenol-d6 (S)
57
%
10-120
1
12/20/23 10:26
12/22/23 00:33
13127-88-3
2-Fluorophenol (S)
77
%
10-120
1
12/20/23 10:26
12/22/23 00:33
367-12-4
2,4,6-Tribromophenol (S)
113
%
10-137
1
12/20/23 10:26
12/22/23 00:33
118-79-6
602 Volatiles by Method 6200
Analytical Method:
SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
1.0
1
12/27/23 16:35
71-43-2
Chlorobenzene
ND
ug/L
1.0
1
12/27/23 16:35
108-90-7
1,2-Dichlorobenzene
ND
ug/L
1.0
1
12/27/23 16:35
95-50-1
1,3-Dichlorobenzene
ND
ug/L
1.0
1
12/27/23 16:35
541-73-1
1,4-Dichlorobenzene
ND
ug/L
1.0
1
12/27/23 16:35
106-46-7
Diisopropyl ether
ND
ug/L
1.0
1
12/27/23 16:35
108-20-3
Ethylbenzene
ND
ug/L
1.0
1
12/27/23 16:35
100-41-4
Isopropylbenzene (Cumene)
ND
ug/L
1.0
1
12/27/23 16:35
98-82-8
Methyl-tert-butyl ether
ND
ug/L
1.0
1
12/27/23 16:35
1634-04-4
Naphthalene
ND
ug/L
2.0
1
12/27/23 16:35
91-20-3
Toluene
ND
ug/L
1.0
1
12/27/23 16:35
108-88-3
m&p-Xylene
ND
ug/L
2.0
1
12/27/23 16:35
179601-23-1
o-Xylene
ND
ug/L
1.0
1
12/27/23 16:35
95-47-6
Surrogates
4-Bromofluorobenzene (S)
99
%
70-130
1
12/27/23 16:35
460-00-4
1,2-Dichloroethane-d4 (S)
102
%
70-130
1
12/27/23 16:35
17060-07-0
Toluene-d8 (S)
100
%
70-130
1
12/27/23 16:35
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 17

QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
QC Batch: 821977 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 602 by 6200B
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92704731001
METHOD BLANK: 4253650
Associated Lab Samples: 92704731001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,2-Dichlorobenzene
ug/L
ND
1.0
12/27/23 12:39
1,3-Dichlorobenzene
ug/L
ND
1.0
12/27/23 12:39
1,4-Dichlorobenzene
ug/L
ND
1.0
12/27/23 12:39
Benzene
ug/L
ND
1.0
12/27/23 12:39
Chlorobenzene
ug/L
ND
1.0
12/27/23 12:39
Diisopropyl ether
ug/L
ND
1.0
12/27/23 12:39
Ethylbenzene
ug/L
ND
1.0
12/27/23 12:39
Isopropylbenzene (Cumene)
ug/L
ND
1.0
12/27/23 12:39
m&p-Xylene
ug/L
ND
2.0
12/27/23 12:39
Methyl-tert-butyl ether
ug/L
ND
1.0
12/27/23 12:39
Naphthalene
ug/L
ND
2.0
12/27/23 12:39
o-Xylene
ug/L
ND
1.0
12/27/23 12:39
Toluene
ug/L
ND
1.0
12/27/23 12:39
1,2-Dichloroethane-d4 (S)
%
102
70-130
12/27/23 12:39
4-Bromofluorobenzene (S)
%
100
70-130
12/27/23 12:39
Toluene-d8 (S)
%
99
70-130
12/27/23 12:39
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
4253651
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2-Dichlorobenzene
ug/L
20
23.2
116
60-140
1,3-Dichlorobenzene
ug/L
20
22.7
114
60-140
1,4-Dichlorobenzene
ug/L
20
22.4
112
60-140
Benzene
ug/L
20
21.9
109
60-140
Chlorobenzene
ug/L
20
22.6
113
60-140
Diisopropyl ether
ug/L
20
20.9
104
60-140
Ethylbenzene
ug/L
20
22.6
113
60-140
Isopropylbenzene (Cumene)
ug/L
20
23.9
120
60-140
m&p-Xylene
ug/L
40
45.7
114
60-140
Methyl-tert-butyl ether
ug/L
20
20.4
102
60-140
Naphthalene
ug/L
20
24.5
122
60-140
o-Xylene
ug/L
20
22.8
114
60-140
Toluene
ug/L
20
22.1
111
60-140
1,2-Dichloroethane-d4 (S)
%
101
70-130
4-Bromofluorobenzene (S)
%
102
70-130
Toluene-d8 (S)
%
100
70-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC.
Page 6 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
4253652
4253653
MS
MSD
92705353001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,2-Dichlorobenzene
ug/L
ND
20
20
22.4
22.2
112
111
60-140
1
1,3-Dichlorobenzene
ug/L
ND
20
20
22.0
22.0
110
110
60-140
0
1,4-Dichlorobenzene
ug/L
ND
20
20
21.6
21.7
108
108
60-140
0
Benzene
ug/L
ND
20
20
19.8
19.8
99
99
60-140
0
Chlorobenzene
ug/L
ND
20
20
21.5
21.7
107
109
60-140
1
Diisopropyl ether
ug/L
ND
20
20
17.7
17.4
89
87
60-140
2
Ethylbenzene
ug/L
ND
20
20
21.5
21.9
107
109
60-140
2
Isopropylbenzene (Cumene)
ug/L
ND
20
20
23.0
23.4
115
117
60-140
2
m&p-Xylene
ug/L
ND
40
40
43.6
44.2
109
110
60-140
1
Methyl-tert-butyl ether
ug/L
ND
20
20
17.7
17.1
89
86
60-140
3
Naphthalene
ug/L
ND
20
20
23.3
21.7
116
108
60-140
7
o-Xylene
ug/L
ND
20
20
22.0
22.3
110
112
60-140
2
Toluene
ug/L
ND
20
20
20.8
21.0
104
105
60-140
1
1,2-Dichloroethane-d4 (S)
%
91
90
70-130
4-Bromofluorobenzene (S)
%
100
100
70-130
Toluene-d8(S)
%
98
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 17

QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
QC Batch: 820727 Analysis Method: EPA 625.1
QC Batch Method: EPA 625.1 Analysis Description: 625 MSS
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92704731001
METHOD BLANK: 4248027
Associated Lab Samples: 92704731001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/L
ND
5.0
12/20/23 20:31
2,2'-Oxybis(1-chloropropane)
ug/L
ND
5.0
12/20/23 20:31
2,4,6-Trichlorophenol
ug/L
ND
10.0
12/20/23 20:31
2,4-Dichlorophenol
ug/L
ND
5.0
12/20/23 20:31
2,4-Dimethylphenol
ug/L
ND
10.0
12/20/23 20:31
2,4-Dinitrophenol
ug/L
ND
50.0
12/20/23 20:31
2,4-Dinitrotoluene
ug/L
ND
5.0
12/20/23 20:31
2,6-Dinitrotoluene
ug/L
ND
5.0
12/20/23 20:31
2-Chloronaphthalene
ug/L
ND
5.0
12/20/23 20:31
2-Chlorophenol
ug/L
ND
5.0
12/20/23 20:31
2-Nitrophenol
ug/L
ND
5.0
12/20/23 20:31
3,3'-Dichlorobenzidine
ug/L
ND
10.0
12/20/23 20:31
4,6-Dinitro-2-methyl phenol
ug/L
ND
10.0
12/20/23 20:31
4-Bromophenylphenyl ether
ug/L
ND
5.0
12/20/23 20:31
4-ChIoro-3-methyl phenol
ug/L
ND
5.0
12/20/23 20:31
4-Chlorophenylphenyl ether
ug/L
ND
5.0
12/20/23 20:31
4-Nitrophenol
ug/L
ND
10.0
12/20/23 20:31
Acenaphthene
ug/L
ND
5.0
12/20/23 20:31
Acenaphthylene
ug/L
ND
5.0
12/20/23 20:31
Anthracene
ug/L
ND
5.0
12/20/23 20:31
Benzo(a)anthracene
ug/L
ND
5.0
12/20/23 20:31
Benzo(a)pyrene
ug/L
ND
5.0
12/20/23 20:31
Benzo(b)fluoranthene
ug/L
ND
5.0
12/20/23 20:31
Benzo(g,h,i)perylene
ug/L
ND
5.0
12/20/23 20:31
Benzo(k)fluoranthene
ug/L
ND
5.0
12/20/23 20:31
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
12/20/23 20:31
bis(2-Chloroethyl) ether
ug/L
ND
5.0
12/20/23 20:31
bis(2-Ethylhexyl)phthalate
ug/L
ND
5.0
12/20/23 20:31
Butylbenzylphthalate
ug/L
ND
5.0
12/20/23 20:31
Chrysene
ug/L
ND
5.0
12/20/23 20:31
Di-n-butylphthalate
ug/L
ND
5.0
12/20/23 20:31
Di-n-octylphthalate
ug/L
ND
5.0
12/20/23 20:31
Dibenz(a,h)anthracene
ug/L
ND
5.0
12/20/23 20:31
Diethylphthalate
ug/L
ND
5.0
12/20/23 20:31
Dimethylphthalate
ug/L
ND
5.0
12/20/23 20:31
Fluoranthene
ug/L
ND
5.0
12/20/23 20:31
Fluorene
ug/L
ND
5.0
12/20/23 20:31
Hexachloro-1,3-butadiene
ug/L
ND
5.0
12/20/23 20:31
Hexachlorobenzene
ug/L
ND
5.0
12/20/23 20:31
Hexachlorocyclopentadiene
ug/L
ND
10.0
12/20/23 20:31
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 17

QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
METHOD BLANK: 4248027
Associated Lab Samples: 92704731001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Hexachloroethane
ug/L
ND
5.0
12/20/23 20:31
Indeno(1,2,3-cd)pyrene
ug/L
ND
5.0
12/20/23 20:31
Isophorone
ug/L
ND
10.0
12/20/23 20:31
N-Nitroso-di-n-propylamine
ug/L
ND
5.0
12/20/23 20:31
N-Nitrosodimethylamine
ug/L
ND
5.0
12/20/23 20:31
N-Nitrosodiphenylamine
ug/L
ND
10.0
12/20/23 20:31
Naphthalene
ug/L
ND
5.0
12/20/23 20:31
Nitrobenzene
ug/L
ND
5.0
12/20/23 20:31
Pentachlorophenol
ug/L
ND
10.0
12/20/23 20:31
Phenanthrene
ug/L
ND
5.0
12/20/23 20:31
Phenol
ug/L
ND
5.0
12/20/23 20:31
Pyrene
ug/L
ND
5.0
12/20/23 20:31
2,4,6-Tribromophenol (S)
%
82
10-137
12/20/23 20:31
2-Fluorobiphenyl (S)
%
63
15-120
12/20/23 20:31
2-Fluorophenol(S)
%
50
10-120
12/20/23 20:31
Nitrobenzene-d5 (S)
%
67
10-120
12/20/23 20:31
Phenol-d6 (S)
%
36
10-120
12/20/23 20:31
Terphenyl-d14 (S)
%
94
11-131
12/20/23 20:31
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
4248028
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4-Trichlorobenzene
ug/L
50
41.4
83
44-142
2,2'-Oxybis(1-chloropropane)
ug/L
50
43.6
87
36-166
2,4,6-Trichlorophenol
ug/L
50
28.8
58
37-144
2,4-Dichlorophenol
ug/L
50
46.1
92
1-191
2,4-Dimethylphenol
ug/L
50
56.2
112
32-119
2,4-Dinitrophenol
ug/L
250
ND
4
1-181
2,4-Dinitrotoluene
ug/L
50
56.7
113
39-139
2,6-Dinitrotoluene
ug/L
50
58.5
117
50-158
2-Chloronaphthalene
ug/L
50
48.1
96
60-118
2-Chlorophenol
ug/L
50
41.9
84
23-134
2-Nitrophenol
ug/L
50
44.0
88
29-182
3,3'-Dichlorobenzidine
ug/L
100
125
125
1-262
4,6-Dinitro-2-methyl phenol
ug/L
100
18.8
19
1-181
4-Bromophenylphenyl ether
ug/L
50
60.8
122
53-127
4-Chloro-3-methylphenol
ug/L
100
110
110
22-147
4-Chlorophenylphenyl ether
ug/L
50
57.2
114
25-158
4-Nitrophenol
ug/L
250
12.0
5
1-132
Acenaphthene
ug/L
50
52.8
106
47-145
Acenaphthylene
ug/L
50
53.8
108
33-145
Anthracene
ug/L
50
61.0
122
1-166
Benzo(a)anthracene
ug/L
50
63.7
127
33-143
Benzo(a)pyrene
ug/L
50
66.1
132
17-163
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 17

Pace Analytical Services, LLC
Fa
j' /'� 9800 Kincey Ave. Suite 100
J e Huntersville, NC 28078
V 4I [phone]
QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
LABORATORY CONTROL SAMPLE:
Parameter
4248028
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Benzo(b)fluoranthene
ug/L
50
65.0
130
24-159
Benzo(g,h,i)perylene
ug/L
50
67.3
135
1-219
Benzo(k)fluoranthene
ug/L
50
66.2
132
11-162
bis(2-Chloroethoxy)methane
ug/L
50
52.3
105
33-184
bis(2-Chloroethyl) ether
ug/L
50
49.4
99
12-158
bis(2-Ethylhexyl)phthalate
ug/L
50
68.9
138
8-158
Butylbenzylphthalate
ug/L
50
64.3
129
1-152
Chrysene
ug/L
50
64.2
128
17-168
Di-n-butylphthalate
ug/L
50
62.6
125
1-118 L1
Di-n-octylphthalate
ug/L
50
68.6
137
4-146
Dibenz(a,h)anthracene
ug/L
50
66.5
133
1-227
Diethylphthalate
ug/L
50
55.6
111
1-114
Dimethylphthalate
ug/L
50
54.7
109
1-112
Fluoranthene
ug/L
50
65.4
131
26-137
Fluorene
ug/L
50
56.1
112
59-121
Hexachloro-1,3-butadiene
ug/L
50
42.1
84
24-116
Hexachlorobenzene
ug/L
50
59.9
120
1-152
Hexachlorocyclopentadiene
ug/L
50
37.7
75
25-150
Hexachloroethane
ug/L
50
34.5
69
40-113
Indeno(1,2,3-cd)pyrene
ug/L
50
65.1
130
1-171
Isophorone
ug/L
50
55.7
111
21-196
N-Nitroso-di-n-propylamine
ug/L
50
52.7
105
1-230
N-Nitrosodimethylamine
ug/L
50
43.0
86
25-150
N-Nitrosodiphenylamine
ug/L
50
59.0
118
25-150
Naphthalene
ug/L
50
46.6
93
21-133
Nitrobenzene
ug/L
50
50.5
101
35-180
Pentachlorophenol
ug/L
100
24.6
25
14-176
Phenanthrene
ug/L
50
60.2
120
54-120
Phenol
ug/L
50
30.5
61
5-112
Pyrene
ug/L
50
62.5
125
52-115 L1
2,4,6-Tribromophenol (S)
%
76
10-137
2-Fluorobiphenyl (S)
%
77
15-120
2-Fluorophenol(S)
%
39
10-120
Nitrobenzene-d5 (S)
%
78
10-120
Phenol-d6 (S)
%
42
10-120
Terphenyl-d14 (S)
%
99
11-131
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
4248029
4248030
MS
MSD
92704731001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,2,4-Trichlorobenzene
ug/L
ND
90.9
90.9
96.3
74.1
106
82
44-142
26
2,2'-Oxybis(1-chloropropane)
ug/L
ND
90.9
90.9
102
81.9
112
90
36-166
22
2,4,6-Trichlorophenol
ug/L
ND
90.9
90.9
110
86.1
121
95
37-144
24
2,4-Dichlorophenol
ug/L
ND
90.9
90.9
110
86.6
121
95
1-191
23
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC.
Page 10 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
4248029
4248030
MS
MSD
92704731001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits RPD Qual
2,4-Dimethylphenol
ug/L
ND
90.9
90.9
107
82.6
117
91
32-119
25
2,4-Dinitrophenol
ug/L
ND
455
455
515
382
113
84
1-181
30
2,4-Dinitrotoluene
ug/L
ND
90.9
90.9
98.9
79.9
109
88
39-139
21
2,6-Dinitrotoluene
ug/L
ND
90.9
90.9
99.3
78.0
109
86
50-158
24
2-Chloronaphthalene
ug/L
ND
90.9
90.9
88.4
72.1
97
79
60-118
20
2-Chlorophenol
ug/L
ND
90.9
90.9
91.6
74.9
101
82
23-134
20
2-Nitrophenol
ug/L
ND
90.9
90.9
112
88.3
123
97
29-182
24
3,3'-Dichlorobenzidine
ug/L
ND
182
182
180
155
99
85
1-262
15
4,6-Dinitro-2-methyl phenol
ug/L
ND
182
182
228
185
126
102
1-181
21
4-Bromophenylphenyl ether
ug/L
ND
90.9
90.9
105
85.0
115
93
53-127
21
4-Chloro-3-methylphenol
ug/L
ND
182
182
188
150
103
82
22-147
22
4-Chlorophenylphenyl ether
ug/L
ND
90.9
90.9
99.3
79.7
109
88
25-158
22
4-Nitrophenol
ug/L
ND
455
455
244
179
54
39
1-132
31 R1
Acenaphthene
ug/L
ND
90.9
90.9
92.2
71.7
101
79
47-145
25
Acenaphthylene
ug/L
ND
90.9
90.9
89.9
73.0
99
80
33-145
21
Anthracene
ug/L
ND
90.9
90.9
96.2
77.0
106
85
1-166
22
Benzo(a)anthracene
ug/L
ND
90.9
90.9
108
88.2
119
97
33-143
20
Benzo(a)pyrene
ug/L
ND
90.9
90.9
111
91.4
122
100
17-163
19
Benzo(b)fluoranthene
ug/L
ND
90.9
90.9
108
95.1
119
105
24-159
13
Benzo(g,h,i)perylene
ug/L
ND
90.9
90.9
113
88.2
124
97
1-219
25
Benzo(k)fluoranthene
ug/L
ND
90.9
90.9
118
96.6
130
106
11-162
20
bis(2-Chloroethoxy)methane
ug/L
ND
90.9
90.9
99.5
78.4
109
86
33-184
24
bis(2-Chloroethyl) ether
ug/L
ND
90.9
90.9
83.9
68.5
92
75
12-158
20
bis(2-Ethylhexyl)phthalate
ug/L
ND
90.9
90.9
111
92.1
122
101
8-158
18
Butylbenzylphthalate
ug/L
ND
90.9
90.9
112
93.5
123
103
1-152
18
Chrysene
ug/L
ND
90.9
90.9
111
94.0
122
103
17-168
16
Di-n-butylphthalate
ug/L
ND
90.9
90.9
95.4
80.7
105
89
1-118
17
Di-n-octylphthalate
ug/L
ND
90.9
90.9
111
93.0
122
102
4-146
18
Dibenz(a,h)anthracene
ug/L
ND
90.9
90.9
109
84.6
120
93
1-227
25
Diethylphthalate
ug/L
ND
90.9
90.9
92.8
76.2
102
84
1-114
20
Dimethylphthalate
ug/L
ND
90.9
90.9
94.3
74.7
104
82
1-112
23
Fluoranthene
ug/L
ND
90.9
90.9
94.8
78.0
104
86
26-137
19
Fluorene
ug/L
ND
90.9
90.9
91.1
73.5
100
81
59-121
21
Hexachloro-1,3-butadiene
ug/L
ND
90.9
90.9
103
77.7
113
85
24-116
28
Hexachlorobenzene
ug/L
ND
90.9
90.9
101
84.2
111
93
1-152
19
Hexachlorocyclopentadiene
ug/L
ND
90.9
90.9
106
73.8
117
81
25-150
36 R1
Hexachloroethane
ug/L
ND
90.9
90.9
72.8
55.0
80
60
40-113
28
Indeno(1,2,3-cd)pyrene
ug/L
ND
90.9
90.9
106
84.5
117
93
1-171
23
Isophorone
ug/L
ND
90.9
90.9
107
83.9
117
92
21-196
24
N-Nitroso-di-n-propylamine
ug/L
ND
90.9
90.9
116
93.6
127
103
1-230
21
N-Nitrosodimethylamine
ug/L
ND
90.9
90.9
93.0
74.7
102
82
25-150
22
N-Nitrosodiphenylamine
ug/L
ND
90.9
90.9
98.4
81.5
108
90
25-150
19
Naphthalene
ug/L
ND
90.9
90.9
87.9
69.5
97
76
21-133
23
Nitrobenzene
ug/L
ND
90.9
90.9
101
81.3
111
89
35-180
21
Pentachlorophenol
ug/L
ND
182
182
203
150
112
82
14-176
30
Phenanthrene
ug/L
ND
90.9
90.9
95.0
79.3
104
87
54-120
18
Results presented on this page are in
the units indicated by the
"Units" column except where
an alternate unit is presented
to the right
of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
4248029
4248030
MS
MSD
92704731001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits RPD Qual
Phenol ug/L
ND
90.9
90.9
59.2
46.6
65
51
5-112 24
Pyrene ug/L
ND
90.9
90.9
116
99.0
127
109
52-115 16 MO
2,4,6-Tribromophenol (S) %
132
113
10-137
2-Fluorobiphenyl (S) %
119
96
15-120
2-Fluorophenol(S) %
79
75
10-120
Nitrobenzene-d5 (S) %
132
109
10-120 SO
Phenol-d6 (S) %
67
55
10-120
Terphenyl-d14 (S) %
150
131
11-131 SO
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC.
Page 12 of 17

Pace Analytical Services, LLC
Fa
j' /'� 9800 Kincey Ave. Suite 100
J le Huntersville, NC 28078
V 4I [phone]
QUALIFIERS
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
ANALYTE QUALIFIERS
L1 Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
MO Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
R1 RPD value was outside control limits.
SO Surrogate recovery outside laboratory control limits.
S3 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated sample.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2023 03:28 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 17

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 8419 FAIRVIEW ROAD
Pace Project No.: 92704731
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92704731001 WELL EPA 625.1 820727 EPA 625.1 820935
92704731001 WELL SM 6200B 821977
Date: 12/28/2023 03:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 14 of 17

DC# Title; ENV-FRM-HUN1-0083 v03_Sample Condition Upon Receipt
ace
.
Effective Date: 11/29/2023 4:16:30 PM
Laboratory receiving samples:
Asheville ❑ Eden[] Greenwood ❑ Huntersviile (RaleighCl MechanicsvilleD ❑tlan+al-I ---
Sample Condition Client Name: W0 : g97Q4731
Upan Receipt Project #:
Courier. LJ Fed Ex El UPS LJ USPS lient
❑ Commercial ❑ Pace ❑ Other: 92704731
I_
Custody Seal Present? El yes 151,a Seals Intact? ❑Yes ❑No �l/A
Date/Initials Person Examining Contents: KA
Packing Material: ❑ Bubble Wrap Bubble Ba s ❑ None g ❑ Qther 8inlogical Tis ue Fra n?
Thermome r: ❑ Yes ❑ No /A
'MR Gun ID: y Type of Ice: 'Wet ❑Blue El None
Correction Factor:
Cooler Temp: Add/Subtract ('Q Temp should be above freezing to 6'C
❑ Samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected ("C : ' a has begun
USDA Regulated Sail {/A, water sample)
Did samples orjgina in a quarantine zone within the United States: CA, NY, or SC Did samples originate from a foreign source [internationally,
(check maosl? nYes 171 No includine Hawaii and Puerto Rico]? ❑Yes 11 No
Comme nts/Disc repan cy:
Chain of Custody Present?
es
❑ No
:1 N/A
1.
Samples Arrived within Hold Time?
es
❑ No
❑ N/A
2.
Short Hold Time Analysis [t72 hr.)?
❑ Yes
No
❑ N/A
3.
Rush Turn Around Time Requested?
❑ Yes
❑ N/A
4.
Sufficient Volume?
151es
[I No
❑N/A
5.
Correct Containers Used?
-Pace Containers Used?
'PlYes
EDres
❑No
❑No
El N/A
❑N/A
6.
Containers Intact?
CYYe5
❑ Nu
❑ N/A
7.
Dissolved analysis: Samples Field Filtered?
❑Yes
C2110
❑N/A
S.
Sample Labels Match COC?
-Includes Date/Time/ID/Analysis Matrix:
�r 9YeS
W _
❑ No
❑ N/A
9.
Headspace in VOA Vials (?5-6mm)?
❑Yes
JgNo
❑N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑ Yes
❑ Yesq:Lplo
15.No
❑ N/A
❑ N/A
11.
COMMENTS/SAMPLE DISCREPANCY
Lot ID of split containers:
CLIENT NOTIFICATION/RESOLUTIDN
Person contacted: Date/Time:
Project Manager SCURF Review: Date:
Project Manager SRF Review;
Date:
Field Data Required? LI Yes L No
Qualtrax ID_ 69614 Paae 1 of 2 Page 15 of 17

uL;1;—Tn1e: ENV-FRM-HUN1-0093 v02 SaMple Condition Upon Receipt
Effective Date: 11/14/2022
"Check mark top half of box if pH and/or dechiarination is verified and
within the acceptance range for preservation samples.
EXCeptimur VOA, Coliform, TOC, Oil and Grease, DRO18015 (water) DOC. LLHg
"Bottom half of box is to list number of bottles
**Check all unpreserved Nitrates for chlorine
Project AllWO## : 92704731
PM: ASF Due Date: 01/05/24
CLIENT: 92-INENCO
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aN-A-P
PH Adjustment Log for Preserved Samples
Sample ID Type of Preservative P
H upon receipt Date preservatlan adjusted Time preservation Amount of Preservative lot #
adjusted I added
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will he sent to the Borth Carolina DENR Certification Office {i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Qualtrax ID: 69614 Page 2 of 2 Page 16 of 17

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TYPE {G=GRAB C=COMP}
=
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# OF CONTAINERS
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of 17

APPENDIX G
24-Hour Release and UST Leak Reporting Report

UST-67
24-Hour Release and UST Leak Reporting Form.
For Releases This form should be completed and submitted to the LIST Section's regional' office foliowfng a known or suspected release from
an underground storage tank (UST) system. This form is required to be submitted within 24 hours of discovery of a known or
in NC suspected release
(❑WM USE ONLY)
Incident # Risk (H,l,L,V)
Suspected Contamination? (YIN)
Confirmed GW Contamination? (Y/N)
Facility ID Number J���_
Date Leak Discovered
_
Received On Received By
Reported by Phone. Fax Report
Confirmed Soil Confami 'on ?(YtN)
Samples Taken?(YIN)
Corn mfNor� Commercial ? N
Reg/Non-regulated?
(circle one): or
Region
Free Product? (Y/N) If Yes, State Greatest
Thickness
INCIDENT DESCRIPTION
incident !Name:
Address: 9 tU 0 nj
County: RG-
Regional Ofce (circle one)_ Ashevitle wills Fayetteville,
City/Town: h i
ZipCodeasaa7
Raleigh, Washington, Wilmington, Winston aem
Latitude (aed,mi der ��.17W Longitude (dearmi dogmas) : SO. Obtained by:
Briefly describe suspected or confirmed release: (including but not limited to- nature of release, date of release, amount XGPS
of release, amount of free product present and recovery efforts, initial responses conducted, impacts to receptors)
ftsMokf-
t� 5 Rem —Topographic map
�0,
139P V i r � �-r �5 — P � 1 e ❑GIS Address at,
+~,O a f5 , S a 1 J, �9 ❑ other
v ❑ Unknown
Describe location:
HOW RELEASE WAS DISCOVERED (Release Code)
(Check one)
❑Release Detection Equipment or Methods ❑VisuallOdor ❑Groundwater Contamination
®During UST ClosureiRemoval ❑Water in Tank ❑Surface Water Contamination
❑Property Transfer []Water Supply Well Contamination ❑other (specify)
SOURCE OF CONTAMINATION
Source of Release Cause of Release Type of Release Product Type Released
(Check primary source) (Check primary cause) {Check one; (Check primary product type released)
Tank ❑ spill Pet oleum ❑ Gasalinel Diesell ❑ ❑ieselNeg. Oil
❑ piping ❑ Overfill ❑ Non-Petroteum Kerosene Blend
Dispenser � Corrosion Both Heating Oil ❑ Vegetable Oil 100%
❑ ❑
❑ Submersible Turbine Pump ❑ PhysicallMeehanicat ❑ Other Petroleum ❑E10 -- E20
Damage Lot:ation Products ❑ E21 — E84
❑ Delivery Problem (Check one) ❑ Metals
❑ Install Prohlern ❑ E85 — E99
❑ Spilt Bucket ❑ Other Inorganics
❑ Other [—]Facility ❑Ethanol 100%
❑Other
Residence ❑ Other Organics
❑ Unknown � ❑ i=01 — E09
❑ Unknown
❑Other
Definitions presented on reverse
ClefinitionS presented on reverse
Owner h1j)
1. Municipal 2, Military S. Unknown 4. Private 5, Federal 6. County 7, State
Operation Type •-
1. Public Service 2, Agricultural E. Residential 4. EducationtRelig_ 5, Industrial 6. Commercial 7. Mining
UST Form 61 (02119) Page f of 2

IMPACT ON DRINKING WATER SUPPLIES
Water Supply Wells Affected? 1. yes 2. No 3. Unknown
Number of Water Supply Wells Affected
Water Supply Wells Contaminated- (dnciude users !Names, addresses and Phone Numbers. Attach additional sheet if necessary)
1.
2,
3,
UST SYSTEM OWNER
UST OwnerlCompany
Paint of Contact
z hlq #/ r ❑
Emall
Address
�Mla M`LJ ' 1Q
k �a fld
City
r �►�+ �f � 1
State
N. e
Zip Code
MQ 7
Telephone Number
70 - 619-3413
UST OperatorlCompany UST SYSTEM OPERATOR
uQh -�rI- �,e ws❑rJ
Email
Address
Fta r9,
City
Mln4
state
NOCt
Zip Code
Telephone Number
- l9-
Landowner LAUDOWNER AT .QCATIQN OF UST INCIDENT
Email���,,vJ
Address
a o� ms w h'r
+eq Ro -
Cit r State
N, C F
Zip Code
a9aa 7
Telephone Number
Draw Sketch of Area {showing two maj}o�r road intersections) or Attach Map
C
V 1
Person Reporting Inciderst a1,J
Company C0
Telephone NumberV.b6 _
Title
Address MCC IQrS , C, �.
Date ox
UST Form 61 (02119)
Page 2 of 2
Definitions of Sourm
Tank: means the tank that stores the product and is pan of the underground storage.tank system
Piping: means the piping and connectors running from the tank or submersible turbine pump to the dispenser or outer end -use equipment (Vent, vapor recovery, or fill
litres are excluded.)
Dispenser: includes the dispenser and the equipment used to connect the dispense-,' to the piping (e.&, a release from a suction pump or from components located above
the shear valve)
Submersible Turbine Pump (STP) Area includes the submersible turbine pump head (typically located in the ;ink surnp), she line leak detector, and she piping that
connects the submersible turbine pump to the tank
(delivery Problem: identifies releases than Occurred during product delivery to the tank. (Typical causes associated with this source m spills -and overfills.)
Other: serves as the option to use when the release source is known but does not fit into ene of the preced'neg categ[rt'ies (e.g., for releases Poem vent lines, vapor
recovery Lutes, and fill lines)
Unknown: identifies releases for which the source has not been determined
Definitions of Causes
Spill: use this cause when a spill occurs (e.g., when the delivery hose is disconnected from the tank fill pipe or when the nozzle is removed from the dispenser)
Overfill. use when an Ove[fll Occurs (e.g_, overfills may occur from the fill pipe at tine rank or when the nozzle fails to shut off at the dispe-qser)
Physical or Mechanical Damage-. use for all types of physical or mechanical damage; exW corrosion (e.g., puncture of tank or piping, loose finings, broken
components, and components that have changed dimension)
Corrosion: use when a metal tank, piping, ar other component has a release due to corrosion (e.g., for steel, corrosion takes the form of tvst:)
Installation Problem: use when the problem is determined to have occurred specifically because the UST system teas not installed properly
Other- use this gplim when the cause is known but does not $t into one of the preceding categories (evg., putting regulated substances into monitoring we] Is)
Unknown: use when the cause has not been determined

APPENDIX H
Health and Safety Plan

SITE HEALTH AND SAFETY PLAN
IMPORTANT: Items marked with "1910.120...." are required by 29 CFR 1910.120 in the
paragraph noted.
A. General Information (1910.120) (c)(4)
Project Name:
Location:
Client:
Plan Prepared By:
Plan Approved By:
Project Start Date:
Ferguson Property
Project Number:
8501 Fairview Road -Mint Hill, N. C. 28227
Johnny and Gail Ferguson
Mint Hill, N. C.
Larry Boone
Date.1/15/24
1 / 16/24
B. Site Description (1910.120) (c)(4)
Facility History: There are no documented releases at this location.
General Site Description: Site is a private residence.
C. Project Objective(s) (1910.120) (b)(3)
Description of work activities pianed:
Two underground storage tanks will be removed. Upon the removal, soil samples will be checked
for possible contamination. The areas will be backfilled with fresh fill material.
D. Project Organization (1910.120) (b)(2)
Team Member
Responsibility
Training
Larry Boone
Coordination
OSHA 40 Hr. Hzw.
Ryan Osborne
Coordination
OSHA 401 r. Haw.

E. Chemical Hazard Analvsis (1910.120 (S)(4)
Possible Hazard
PELITLV
ppm
IDLH
PPm
LEL
%
UYL
%
Flash Point
OF
Routes of
Exposure
#2 Heating Oil
%
Ca (NiosH)
N.D.
0.6
7.6
125.6
inh, abs, ing, con
Benzene-
0-5
I
500
1.2
7.8
12
inh, abs, ing, con
Eth 1-benzene-
0-5
100
8o0
0.8
6.7
55
inh, ing, con
MTBE-
0-15
40 (ACGIH)
-
-
-
-
-
Toluene-
1-15
200
500
1.1
TI
40
inh, abs, in , con
Xylenes-
1-15
100
900
1.1
7
82
inh, abs, ing, con
1,2,4-Trimethylb6zene-
0-5
25 (NIOSH)
N.D.
0.9
6.4
112
inh, ing, con
F. Site Control (1910.120) (d)
Work Zones have been established at the location.
No site security will be present at the location.
Other items present at the location:
Security fence: Not present.
Twenty -four-hour securityguard: No security guard will be present.
Access to the site to be blocked. No access to the site will be blocked.
G. Personal Protective Equipment (1910.120) (b)(4)
Based on Evaluation of potential hazards, the following levels of personal protection have
been designed for applicable work zones:
H. Required Protective Equipment
Respirator: None required
Filters/Cartridges: None required
Boots: Steel toe boots
Inner Gloves:
None required
Outer Gloves:
As Necessary
Protective Cover:
As Necessary
Hard Hat:
As Necessary
Eye Protection:
Safety glasses
r
0
0-

I. Decontamination (1910.120) (k)
Please describe below the decontamination procedures for personnel and equipment:
Personnel decontamination is accomplished by coverall and glove removal and disposal.
All contamination remaining can be washed off with soap and water_ Coveralls,
gloves, and used absorbent pads are to be collected in trash bags for proper
disposal if necessary.
Equipment Decontamination:
Gross Removal By: No Eoss removed.
Decon Solution: No decontamination
Decontamination Liquid:
Collection Method: No decontamination liquid will be generated.
Disposal Firm: NIA
I Ambient Air Monitoring (1910.120) (b)(4)
Not required.
K. Personnel Air Monitoring (1910.120) (b)(4)
Not required.
Activity/Location
Contaminants
NIOSHIDSHA Protocol
Two UST's will be
removed.
#2 Heating Oil
See above
No air monitoring to be performed. Site is an exterior open area and crass winds are possible.
L. Contingency Plan (1910.120) (1)
Emergency Communication Signals: Hand waving over head to alert
Emergency Escape Routes: Site has good access, escape routes obvious
Emergency Equipment on Site: First Aid Kit, fire extinguishers
First Aid Kit: On site
Fire Extinguishers: an site
Telephone: Mobile: Lam Boone-704-201-9358 +
Rvan Gsbome-336-978-4725

M. Other Required Information
To comply with OSHA standards, the following documents should be maintained
On site:
Material Safety Data Sheets for all chemicals brought onto site, or expected to be
encountered.
Respirator fit test records for all employees who will be required to wear
respirators (1910.134). No respirators will be used at this site.
N. Emergency Phone Numbers -Post in Full View
Chemtec------- —----------------------- --.----------- _---- —-------------------------------- [phone]
Bureau of Explosives------------------ ----- [phone]
Communicative Disease Center ---------------------- -.....__------------------------------ [phone]
(Biological Agents)
National Response Center --------------------- —------------ ------------------------------ [phone]
DOT Office of Hazardous Operations —--------------------- ---------------------------- [phone]
Project Manager's Office (Ryas Osborne)---------------------------- --------[phone]
Local Emergency Numbers (to be determined at site): 911
Paramedics: 911
Fire Department: 911
Local Police: 911
Utilities: N. C. One Call- (811), -Priority Locating Service- [phone]
Medical facility: Novant Health -Mint Hill Medical Center -go east on Fairview
Road for 0.7 miles, go left and take the ramp for 1-485 north toward Concord,
go for 3.3 miles and take exit 41 toward N. C.24127 toward Albermarle for 0.3
mile, go again for 0.3 miles and turn Left on Albermarle Road and go 0.2 mile,
turn left on Novant Health Parkway toward the Hospital, turn left onto
Medical Lane, go right for 0.1mile, hospital on the left.
r]

Sign -Off
All personnel have read the atl=hed plan. and are familiar with its provisions.
Name
Stgaature
Larry Bootle
Russell Allen
�Z
Ryan Osborne
�
Jesse Hensley
�.f
Johnny Ferguson
Gail Ferguson
go
V
i

2/14/24, 10:00 AM Fwd: NCOC EMLCFM 2024101108 #01372A233630892-OOA NORM RFSP LR
From: "Jesse Hensley" [e-mail]>
To: rallen2541 @gmail.corn, [e-mail]
Cc:
Bcc:
Priority: Normal
Date: Tuesday January 9 2024 1:44.15PM
Fwd: NCOC EMLCFM 2024/01/08 ##01372 A233630892-OOA NORM RFSP LR
------- Forwarded message ---------
From: North Carolina $11 <automated@nc8I1_org>
Date: Mon, Jan 8, 2024 at 9:39 AM
Subject: NCOC EMLCFM 2024/01/08 901372 A233630892-00ANORM RFSP LR
To: <j.allentruckingco@gmail_com>
EMLCFM 01372 NCOCa 01/08/24 08:39:59 A233630892-OOANORM RESP GRID LR
Thank you for calling North Carolina 811 !
This is an automatically generated response from the utilities
who received your notice of excavation. For your safety,
please respect and protect the marks, and excavate carefully
around the marked utility lines.
This email comes from an automated program that is NOT MONITORED.
DO NOT REPLY BACK TO THIS EMAIL.
Ticket. A233630892 Rev: 00A Taken: 12/29/23 09:53 AM
State: NC Cnty: MECKLENBURG Place: MINT HILL
Address: "https://www.google.com/maps/search/8501+FAIRVIEW+RD?eritry=ginail&.source=g"
style="font-family:monospace">8501 FAIRVIEW RD
Location: LOCATE BY 11:59 PM ON 01/04/2024
DISTANCE FROM CROSS STREET 1S: 150YDS
LOCATE THE ENTIRE PROPERTY
THE HOMEOWNER IS GOING TO MARK THE AREA WITH FLAGS HE JUST DOES NOT KNOW WHAT
COLOR THEY WILL BE USING
Work type:REMOVING OIL TANKS
Work date: 01 /05/24 12:00 AM
Good thru: 01/23/24 11:59 PM Update by: 01/18/24 11:59 PM
Member Description Response Op ID
Code
ATT331 * ATT/D (DISTRTBLITION) ATT/i]
PHONE - COPPER OR FIBER 01/08/24 08:39 AM 10
No conflict, utility is outside of stated work area
CHA03* CITY OF CHARLOTTE (No Op 1D Provided)
WATER AND SEWER 01/08/24 08:39 AM 20
Marked

2114124, 10:00 AM Fwd: NCOC EMLCFM 2024/01/08 901372 A233630892-40A NORM RESP LR
DPC 1 L* DUKE ENERGY DUKE
POWER 01/08/24 08:39 AM 10
No conflict, utility is outside of stated work area
PNG02* PIEDMONT NATURAL GAS COMPANY PNG
GAS 01/04124 03:16 PM 20
Marked
TWC04* CHARTER COMMUNICATIONS (No Op ID Provided)
CABLE TV 01/08/24 08:39 AM 10
No conflict, utility is outside of stated work area
Member Type Contact Phone
ATT331 *Field I -DISPATCH 800-778-9140
Field 2 - DOUG HAYES If 919-829-8184
Damage DAMAGE REPORTING LINE 800-247-20200
CHA03* Field DISPATCH 800-778-9140
Damage DISPATCH 704-378-6632
DPC I L* Field DISPATCH 800-779.9140
Damage DUKE ENERGY REPRESENTATIVE 800-769-3766
PNG02* Field DISPATCH 980-3084809
Damage CUSTOMER SVC CTR(3:45P-7:30A) 888-370-8937
Damage PNG CONTACT CTR (7:30A-3:45P) 800-752-7504
TWC04* Field DISPATCH 800-778-9140
Damage CAROLINAS REGIONAL OPERATIONS 855-272-2862
If any damage involves a release of product or injury, please call 911
before contacting the owner.
Water, sewer and storm drain lines are marked within the right of way or
to the meter, and not on private property. Lines from the right of way or
meter to the residence or business are private lines and you will need to
contact a private line locator to have these lines located. Member facility
owners are not responsible for marking private lines. For a listing of
private line locators, please visit our website, "http://www_nc8I Lorg" target="_blank" style
"font-family:monospace">www.nc811_org. You must
contact any non-member facility owners not listed on your location request
directly to request their facilities to be located and marked.
Per statute, excavators must check electronic positive response prior to
digging.
For more information click here: "https:l/ne811.org/positive-response/" target ' blank" style=
"font-fhmilymonospace"> "https://nc8ll.org/positive-response/" target=
" blank"�https:11nc8I 1_org/positive-response/

APPENDIX I
Photo Record

View of UST Area During Soil UST Area During Soil Removal
Removal

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y

From: rro(abinencoinc.com
To: Beverly, Trudy
Subject: RE: [External] UST removal at 8501 Fairview Road -Mint Hill, N. C.
Date: Wednesday, February 21, 2024 9:53:29 AM
Attachments: imacie001.a_na
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Awesome! Thanks!
From: Beverly, Trudy <[e-mail]>
Sent: Wednesday, February 21, 2024 9:52 AM
To: [e-mail]; 'Larry Boone' <[e-mail]>
Subject: RE: [External] UST removal at 8501 Fairview Road -Mint Hill, N. C.
Report received. I'll contact you when the report is reviewed for discussion.
Have a great day,
Trudy
D E
��
d� ;rl I ri ' �
"'.1040 1 IIIL11�4
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environmental Quality
UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy.Beverlyygdeq.nc.gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: h!Ws:Hdeq.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: httl2s://deq.nc.gov/about/divisions/waste-management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
htWs://deq.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-mana eg ment ig s=mays
File Review Procedures:
DOCUMENTS
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeg[Waste%20Management/DWM/USTfWhatsNew/Final-Electronic-Document-Submittal-Policypdf
h!Ws:Hfiles.nc. gov/ncdeq/Waste%2OManagement/DWM/UST/Corrective%2OAction/UST%20file%20names°/o20for%2OLaserfiche.docx
From: rro(@inencoinc.com <rro(@inencoinc.com>
Sent: Wednesday, February 21, 2024 9:48 AM
To: Beverly, Trudy <trudy.beverly(@deq.nc.gov>; 'Larry Boone' <tankdigger(@carolina.rr.com>
Subject: RE: [External] UST removal at 8501 Fairview Road -Mint Hill, N. C.
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Trudy,
Please find attached a UST Closure Report for the confirmed release of a home heating oil UST at the
subject site. At the direction of the property owner, a limited amount (single truck load) of
contaminated soil was removed from the excavation for disposal.
Please note that the property owner owns two neighboring parcels that are both currently rental
homes. The neighboring parcel includes a water supply well that was measured at a distance of
about 120 feet from the release area described in the attached report. The property owner is in the
process of listing these two parcels together for sale, and has asked me to request a meeting or call
with you once you have a chance to look over the report.
Please let me know when you may be able to discuss.
Ryan R. Osborne, PE
INENCO, Inc.
132 W. Statesville Ave.
Mooresville, NC 2811S
Office: 704-662-8192
Fax: [phone]
Mobile: [phone]
From: Beverly, Trudy <trudy.beverly(@deq.nc.gov>
Sent: Wednesday, February 14, 2024 1:22 PM
To: Larry Boone <[e-mail]>; rro(@inencoinc.com
Subject: RE: [External] UST removal at 8501 Fairview Road -Mint Hill, N. C.
Good Afternoon Larry,
Thank you for submitting the release reporting form and sample results. The signed/sealed pdf
report can be emailed to me when completed. Let me know if you have questions.
Have a great day,
Trudy
DE
�.uurmrne�efM1€mm��xnan�L aornr��
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environmental Quality
UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy.Bever1ykdeq.nc. og_v
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115

Branch's Underground Storage Tanks Website Address: hUps:Hdeq.nc.,eov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: h=s://deq.nc.eov/about/divisions/waste-manaeement/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
httns://deo.nc. eov/about/divisions/waste-manaeement/waste-manaeement-rules-data/waste-manaeement-eis-mans
File Review Procedures:
bUs://deq.nc. gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
h=s://deg.nc.2ov/about/divisions/waste-mana2ement aserfiche
Document Submittal & UST File Names for Laserfiche Policies:
httlis://flles.nc.gov/ncdeg/W aste%20Management/DWM/UST/WhatsNew/Final-Electronic-Document-Submittal-Poligy.lidf
https: Hfiles.nc. gov/ncdeq/W aste%20Management/DWM/UST/Corrective%2OAction/UST%20flle%20names°/`20for%2OLaserfiche.doex
From: Larry Boone <tankdigger(@carolina.rr.com>
Sent: Wednesday, February 14, 2024 1:04 PM
To: Beverly, Trudy <trudy.beverly(@deq.nc.gov>
Subject: [External] UST removal at 8501 Fairview Road -Mint Hill, N. C.
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hello, Trudy, we removed two 550 gallon home heating oil tanks at the Fairview Road
Location in Mint Hill. The lab results show one of the areas is contaminated. We removed
a total of 14.35 tons of soil that was taken to the disposal facility. Attached are the UST-
61 and lab results for the site. I am working with Ryan Osborne on this site. Please let me
know if you need any further information. Thanks, Larry Boone
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.