MO-7037_27784_CA_LTRRPT_20190415

ECS SOUTHEAST, LLP "Setting the Standard for Service"
®� Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F-1078
NC Registered Geologists Firm C-406
SC Registered Engineering Firm 3239
April 15, 2019
Ms. Trudy Beverly, L.G.
North Carolina Department of Environmental Quality
Underground Storage Tank Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Reference: Soil Sampling Letter Report
Blythe Property
W.T. Harris Boulevard & 1-485 Southbound On -Ramp
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49-6382-B
Dear Ms. Beverly:
The project site is located off W.T. Harris Boulevard in Charlotte, Mecklenburg County, North
Carolina (Figure 1 & 2). ECS previously conducted a Phase I and Limited Phase II
Environmental Site Assessment (ESA) dated April 18, 2018 (ECS Project Number 49-6382).
The open Blythe Property Leaking Underground Storage Tank (LUST) incident was identified
during the regulatory database search.
According to the Underground Storage Tank Closure Report prepared by AMEC Earth and
Environmental, Inc. (AMEC) in October 2004 (included in the attachments), a residential heating
oil UST was removed at the site and the initial soil samples collected from the base of the UST
excavation detected total petroleum hydrocarbon (TPH) diesel and gasoline range organics
(DRO/GRO) at concentrations above the North Carolina Action level. Based on the
exceedances of the North Carolina Action Level, over -excavation activities were conducted and
samples were collected from the base and sidewalls of the excavation. Results of the over -
excavation samples collected detected TPH DRO and GRO at concentrations above the current
North Carolina Action Level in the sample collected from one of the side walls (15-PE-S6) at a
depth of 12 feet below the ground surface (bgs). The sample collected from the base and
remaining side walls of the excavation did not detect TPH DRO/GRO at concentrations above
the current North Carolina Action Level.
In an effort to receive regulatory closure for the above referenced incident, ECS was requested
to collect a soil sample from the location of the previous 15-PE-S6 soil sample location and
submit it for laboratory analysis of volatile and semi -volatile organic compounds (VOCs &
SVOCs) using EPA Methods 8260 and 8270, respectively, and extractable and volatile
petroleum hydrocarbons (EPH/VPH) using the MADEP Method (risk -based sample).
ECS mobilized to the site on March 20, 2019 to advance a boring to 12 feet in the vicinity of the
former UST basin and the previous 15-PE-S6 sample location. ECS located the former UST
basin using the two larger trees to the northwest and southeast of the excavation and the onsite
water -supply well observed during the October 2004 UST Closure. ECS observed a depression
in the ground with approximately the same dimensions of the former excavation and further
observed that apparent fill material was in the depression. Based on the field observation, it
appears that the depression was the location of the former excavation.
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecs[imited.com

Report of Soil Removal Activities
Blythe Property
Charlotte, North Carolina
ECS Project No. 49-6382-B
April 15, 2019
ECS advanced a boring to 12 feet bgs using a decontaminated stainless steel hand auger on
the southwestern edge of the depression to collect a soil sample from the approximately same
location and depth as the previous 15-PE-S6 sample location. ECS screened the soil as the
boring was advanced using a photo -ionization detector (PID) as well as visual and olfactory
senses. ECS collected a soil sample (C-2R) from 12 feet bgs and placed it directly into
laboratory provided containers. The soil sample was submitted to Pace National in Huntersville,
North Carolina for laboratory analysis of VOCS & SVOCs using EPA Methods 8260 and 8270,
respectively, and EPH/VPH using the MADEP Method.
Laboratory results of the soil sample collected, C-2R, did not detect VOCs, SVOCs, EPH, or
VPH, at concentrations exceeding the laboratory reporting limit. The laboratory analytical report
is included in the attachments.
The onsite water -supply well is not in use and will be properly abandoned by a North Carolina
Licensed Well Driller at the start of site redevelopment activities as access is currently limited.
Based on the results of the risk based sample collected in the vicinity of the previous 15-PE-S6
sample location, the inactive status of the onsite water -supply well and plans for abandonment,
and the lack of other receptors within 500 feet of the former excavation, ECS requests that the
Blythe Property incident be closed out with no further action required.
Sincerely,
ECS SOUTHEAST, LLP ,�,•w++++e+
CA N
t�
Christopher D. Orrell, P.G. ��6�� t� Matthew H. McDuffie, P,G.
Staff Project Manager i w Environmental Principal
[e-mail]`Q 0 G_M
5� mmcduffie(a�ecslimited.com
704-525-5152 �,�Q '0L QQa� 704-525-5152
7y, R DPA'D .e
Attachments:
Figures
Laboratory Analytical Data
Underground Storage Tank Closure Report — October 2004

Figures

S
RSVILLE -�
G �l
I
t
LEGEND:
9
Approximate Site Boundary
SOURCE: � FIGURE 1
F SITE TOPOGRAPHIC MAP
USGS TOPOGRAPHIC MAPS s
DERITA & MOUNTAIN ISLAND LAKE QUADRANGLES BLYHTE PROPERTY
DATED 2016 W.T. HARRIS BOULEVARD
CHARLOTTE, MECKLENBURG COUNTY, NORTH
SCALE: CAROLINA
1"=2,000'
TM ECS PROJECT NO. 49-6382-B

Laboratory Analytical Data

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
April 01, 2019
Shaun Brewer
ECS Charlotte
1812 Center Park Dr.
Suite D
Charlotte, NC 28217
RE: Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Dear Shaun Brewer:
Enclosed are the analytical results for sample(s) received by the laboratory on March 20, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely, p
Taylor Ezell
[e-mail]
[phone]
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 27

acmnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
CERTIFICATIONS
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 2 of 27

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Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
PROPOSED STORE NO 1087
92422085
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92422085001
C-2R
MADEP EPH
SEM
7
PASI-C
MADEP VPH
LMB
6
PASI-C
EPA 8270E
BPJ
74
PASI-C
EPA 8260D
DLK
70
PASI-C
ASTM D2974-87
KDF
1
PASI-C
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 3 of 27

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Sample: C-2R
Lab ID: 92422085001
Collected: 03/20/19
15:50
Received: 03/20/19 16:33 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
MADEP EPH NC Soil
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
Aliphatic (C09-C18)
ND
mg/kg
13.7
1
03/25/19 08:43
03/26/19 22:12
N2
Aliphatic (C19-C36)
ND
mg/kg
13.7
1
03/25/19 08:43
03/26/19 22:12
N2
Aromatic (C11-C22)
ND
mg/kg
13.7
1
03/25/19 08:43
03/26/19 22:12
N2
Surrogates
Nonatriacontane (S)
100
%
40-140
1
03/25/19 08:43
03/26/19 22:12
7194-86-7
o-Terphenyl (S)
62
%
40-140
1
03/25/19 08:43
03/26/19 22:12
84-15-1
2-Fluorobiphenyl (S)
68
%
40-140
1
03/25/19 08:43
03/26/19 22:12
321-60-8
2-Bromonaphthalene (S)
72
%
40-140
1
03/25/19 08:43
03/26/19 22:12
580-13-2
VPH NC Soil
Analytical Method:
MADEP VPH Preparation Method: MADEP VPH
Aliphatic (C05-CO8)
ND
mg/kg
2.9
1
03/22/19 13:22
03/22/19 14:21
N2
Aliphatic (C09-C12)
ND
mg/kg
2.9
1
03/22/19 13:22
03/22/19 14:21
N2
Aliphatic(C09-C12) Adjusted
ND
mg/kg
2.9
1
03/22/19 13:22
03/22/19 14:21
N2
Aromatic (C09-C10)
ND
mg/kg
2.9
1
03/22/19 13:22
03/22/19 14:21
N2
Surrogates
4-Bromofluorobenzene (FID) (S)
99
%
70-130
1
03/22/19 13:22
03/22/19 14:21
460-00-4
4-Bromofluorobenzene (PID) (S)
100
%
70-130
1
03/22/19 13:22
03/22/19 14:21
460-00-4
8270E MSSV Microwave
Analytical Method: EPA 8270E
Preparation Method:
EPA 3546
Acenaphthene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
83-32-9
Acenaphthylene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
208-96-8
Aniline
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
62-53-3
Anthracene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
120-12-7
Benzo(a)anthracene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
56-55-3
Benzo(a)pyrene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
50-32-8
Benzo(b)fluoranthene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
205-99-2
Benzo(g,h,i)perylene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
191-24-2
Benzo(k)fluoranthene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
207-08-9
Benzoic Acid
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
65-85-0
Benzyl alcohol
ND
ug/kg
894
1
03/22/19 13:06
03/22/19 22:42
100-51-6
4-Bromophenylphenyl ether
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
101-55-3
Butylbenzylphthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/kg
894
1
03/22/19 13:06
03/22/19 22:42
59-50-7
4-Chloroaniline
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
106-47-8
bis(2-Chloroethoxy)methane
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
111-91-1
bis(2-Chloroethyl) ether
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
111-44-4
2-Chloronaphthalene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
91-58-7
2-Chlorophenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
95-57-8
4-Chlorophenylphenyl ether
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
7005-72-3
Chrysene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
218-01-9
Dibenz(a,h)anthracene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
53-70-3
Dibenzofuran
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
132-64-9
1,2-Dichlorobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
106-46-7
3,3'-Dichlorobenzidine
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
91-94-1
REPORT OF LABORATORY ANALYSIS
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 27

aceAnalytical
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[phone]
ANALYTICAL RESULTS
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Sample: C-2R Lab ID: 92422085001 Collected: 03/20/19 15:50 Received: 03/20/19 16:33 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
8270E MSSV Microwave Analytical Method: EPA 8270E Preparation Method: EPA 3546
2,4-Dichlorophenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
120-83-2
Diethylphthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
84-66-2
2,4-Dimethylphenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
105-67-9
Dimethylphthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
131-11-3
Di-n-butylphthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/kg
894
1
03/22/19 13:06
03/22/19 22:42
534-52-1
2,4-Dinitrophenol
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
51-28-5
2,4-Dinitrotoluene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
121-14-2
2,6-Dinitrotoluene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
606-20-2
Di-n-octylphthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
117-81-7
Fluoranthene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
206-44-0
Fluorene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
86-73-7
Hexachloro-1,3-butadiene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
87-68-3
Hexachlorobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
118-74-1
Hexachlorocyclopentadiene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
77-47-4
Hexachloroethane
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
193-39-5
Isophorone
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
78-59-1
1-Methylnaphthalene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
90-12-0
2-Methylnaphthalene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
91-57-6
2-Methylphenol(o-Cresol)
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
95-48-7
3&4-Methyl phenol (m&p Cresol)
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
15831-10-4
Naphthalene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
91-20-3
2-Nitroaniline
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
88-74-4
3-Nitroaniline
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
99-09-2
4-Nitroaniline
ND
ug/kg
894
1
03/22/19 13:06
03/22/19 22:42
100-01-6
Nitrobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
98-95-3
2-Nitrophenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
88-75-5
4-Nitrophenol
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
100-02-7
N-Nitrosodimethylamine
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
621-64-7
N-Nitrosodiphenylamine
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
108-60-1
Pentachlorophenol
ND
ug/kg
2230
1
03/22/19 13:06
03/22/19 22:42
87-86-5
Phenanthrene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
85-01-8
Phenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
108-95-2
Pyrene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
129-00-0
1,2,4-Trichlorobenzene
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
120-82-1
2,4,5-Trichlorophenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
95-95-4
2,4,6-Trichlorophenol
ND
ug/kg
447
1
03/22/19 13:06
03/22/19 22:42
88-06-2
Surrogates
Nitrobenzene-d5 (S)
55
%
23-110
1
03/22/19 13:06
03/22/19 22:42
4165-60-0
2-Fluorobiphenyl (S)
55
%
30-110
1
03/22/19 13:06
03/22/19 22:42
321-60-8
Terphenyl-d14 (S)
63
%
28-110
1
03/22/19 13:06
03/22/19 22:42
1718-51-0
Phenol-d6 (S)
57
%
22-110
1
03/22/19 13:06
03/22/19 22:42
13127-88-3
REPORT OF LABORATORY ANALYSIS
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 27

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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Sample: C-2R
Lab ID: 92422085001
Collected: 03/20/19
15:50
Received: 03/20/19 16:33 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
8270E MSSV Microwave
Analytical Method: EPA 8270E Preparation Method: EPA 3546
Surrogates
2-Fluorophenol (S)
52
%
13-110
1
03/22/19 13:06
03/22/19 22:42
367-12-4
2,4,6-Tribromophenol (S)
63
%
27-110
1
03/22/19 13:06
03/22/19 22:42
118-79-6
8260D/5035A Volatile Organics
Analytical Method: EPA 8260D Preparation Method:
EPA 5035A
Acetone
ND
ug/kg
109
1
03/25/19 14:42
03/29/19 20:22
67-64-1 L1
Benzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
71-43-2
Bromobenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
108-86-1
Bromochloromethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
74-97-5
Bromodichloromethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
75-27-4
Bromoform
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
75-25-2
Bromomethane
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
74-83-9
2-Butanone (MEK)
ND
ug/kg
109
1
03/25/19 14:42
03/29/19 20:22
78-93-3
n-Butylbenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
104-51-8
sec-Butylbenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
135-98-8
tert-Butyl benzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
98-06-6
Carbon tetrachloride
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
56-23-5
Chlorobenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
108-90-7
Chloroethane
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
75-00-3
Chloroform
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
67-66-3
Chloromethane
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
74-87-3
2-Chlorotoluene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
95-49-8
4-Chlorotoluene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
96-12-8
Dibromochloromethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
106-93-4
Dibromomethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
106-46-7
Dichlorodifluoromethane
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
75-71-8
1,1-Dichloroethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
75-34-3
1,2-Dichloroethane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
107-06-2
1,1-Dichloroethene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
156-60-5
1,2-Dichloropropane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
78-87-5
1,3-Dichloropropane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
142-28-9
2,2-Dichloropropane
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
594-20-7
1,1-Dichloropropene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
563-58-6
cis-1,3-Dichloropropene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
10061-02-6
Diisopropyl ether
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
108-20-3
Ethylbenzene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
100-41-4
Hexachloro-1,3-butadiene
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
87-68-3
2-Hexanone
ND
ug/kg
54.3
1
03/25/19 14:42
03/29/19 20:22
591-78-6
REPORT OF LABORATORY ANALYSIS
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 27

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ANALYTICAL RESULTS
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Sample: C-2R Lab ID: 92422085001 Collected: 03/20/19 15:50 Received: 03/20/19 16:33 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
8260D/5035A Volatile Organics
Isopropylbenzene (Cumene)
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl acetate
Vinyl chloride
Xylene (Total)
m&p-Xylene
o-Xylene
Surrogates
Toluene-d8 (S)
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Percent Moisture
Percent Moisture
Analytical Method: EPA 8260D Preparation Method: EPA 5035A
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
98-82-8
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
99-87-6
ND
ug/kg
21.7
1
03/25/19 14:42
03/29/19 20:22
75-09-2
ND
ug/kg
54.3
1
03/25/19 14:42
03/29/19 20:22
108-10-1
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
1634-04-4
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
91-20-3
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
103-65-1
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
100-42-5
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
630-20-6
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
79-34-5
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
127-18-4
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
108-88-3
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
87-61-6
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
120-82-1
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
71-55-6
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
79-00-5
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
79-01-6
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
75-69-4
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
96-18-4
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
95-63-6
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
108-67-8
ND
ug/kg
54.3
1
03/25/19 14:42
03/29/19 20:22
108-05-4 L1
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
75-01-4
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
1330-20-7
ND
ug/kg
10.9
1
03/25/19 14:42
03/29/19 20:22
179601-23-1
ND
ug/kg
5.4
1
03/25/19 14:42
03/29/19 20:22
95-47-6
118
%
70-130
1
03/25/19 14:42
03/29/19 20:22
2037-26-5
104
%
70-130
1
03/25/19 14:42
03/29/19 20:22
460-00-4
75
%
70-132
1
03/25/19 14:42
03/29/19 20:22
17060-07-0
Analytical Method: ASTM D2974-87
27.1 % 0.10 1
REPORT OF LABORATORY ANALYSIS
03/21/19 13:41
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 27

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QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
QC Batch: 464904 Analysis Method: MADEP VPH
QC Batch Method: MADEP VPH Analysis Description: VPH NC Soil
Associated Lab Samples: 92422085001
METHOD BLANK: 2528207
Associated Lab Samples: 92422085001
Parameter
Units
Aliphatic (C05-008)
mg/kg
Aliphatic (C09-C12)
mg/kg
Aromatic (C09-C10)
mg/kg
4-Bromofluorobenzene (FID) (S)
%
4-Bromofluorobenzene (PID) (S)
%
Matrix: Solid
Blank
Reporting
Result
Limit
Analyzed Qualifiers
ND
2.5
03/22/1913:51 N2
ND
2.5
03/22/1913:51 N2
ND
2.5
03/22/1913:51 N2
101
70-130
03/22/1913:51
102
70-130
03/22/1913:51
LABORATORY CONTROL SAMPLE & LCSD:
2528208
2528209
Spike
LCS LCSD
LCS
LCSD
% Rec Max
Parameter
Units
Conc.
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Aliphatic (C05-CO8)
mg/kg
14.9
16.2 16.1
109
108
70-130 1 25 N2
Aliphatic (C09-C12)
mg/kg
14.9
13.9 13.9
93
93
30-130 0 25 N2
Aromatic (C09-C10)
mg/kg
5
4.8 4.8
96
97
70-130 1 25 N2
4-Bromofluorobenzene (FID) (S)
%
106
104
70-130
4-Bromofluorobenzene (PID) (S)
%
106
106
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC.
Page 8 of 27

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QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
QC Batch: 465244 Analysis Method: EPA 8260D
QC Batch Method: EPA 5035A Analysis Description: 8260D MSV 5035A Volatile Organics
Associated Lab Samples: 92422085001
METHOD BLANK: 2529786
Associated Lab Samples: 92422085001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,1,1-Trichloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,1,2,2-Tetrachloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,1,2-Trichloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,1-Dichloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,1-Dichloroethene
ug/kg
ND
5.0
03/29/19 15:02
1,1-Dichloropropene
ug/kg
ND
5.0
03/29/19 15:02
1,2,3-Trichlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
1,2,3-Trichloropropane
ug/kg
ND
5.0
03/29/19 15:02
1,2,4-Trichlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
1,2,4-Trimethylbenzene
ug/kg
ND
5.0
03/29/19 15:02
1,2-Dibromo-3-chloropropane
ug/kg
ND
5.0
03/29/19 15:02
1,2-Dibromoethane (EDB)
ug/kg
ND
5.0
03/29/19 15:02
1,2-Dichlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
1,2-Dichloroethane
ug/kg
ND
5.0
03/29/19 15:02
1,2-Dichloropropane
ug/kg
ND
5.0
03/29/19 15:02
1,3,5-Trimethylbenzene
ug/kg
ND
5.0
03/29/19 15:02
1,3-Dichlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
1,3-Dichloropropane
ug/kg
ND
5.0
03/29/19 15:02
1,4-Dichlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
2,2-Dichloropropane
ug/kg
ND
5.0
03/29/19 15:02
2-Butanone (MEK)
ug/kg
ND
100
03/29/19 15:02
2-Chlorotoluene
ug/kg
ND
5.0
03/29/19 15:02
2-Hexanone
ug/kg
ND
50.0
03/29/19 15:02
4-Chlorotoluene
ug/kg
ND
5.0
03/29/19 15:02
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
50.0
03/29/19 15:02
Acetone
ug/kg
ND
100
03/29/19 15:02
Benzene
ug/kg
ND
5.0
03/29/19 15:02
Bromobenzene
ug/kg
ND
5.0
03/29/19 15:02
Bromochloromethane
ug/kg
ND
5.0
03/29/19 15:02
Bromodichloromethane
ug/kg
ND
5.0
03/29/19 15:02
Bromoform
ug/kg
ND
5.0
03/29/19 15:02
Bromomethane
ug/kg
ND
10.0
03/29/19 15:02
Carbon tetrachloride
ug/kg
ND
5.0
03/29/19 15:02
Chlorobenzene
ug/kg
ND
5.0
03/29/19 15:02
Chloroethane
ug/kg
ND
10.0
03/29/19 15:02
Chloroform
ug/kg
ND
5.0
03/29/19 15:02
Chloromethane
ug/kg
ND
10.0
03/29/19 15:02
cis-1,2-Dichloroethene
ug/kg
ND
5.0
03/29/19 15:02
cis-1,3-Dichloropropene
ug/kg
ND
5.0
03/29/19 15:02
Dibromochloromethane
ug/kg
ND
5.0
03/29/19 15:02
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
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 27

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QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
METHOD BLANK: 2529786
Associated Lab Samples: 92422085001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
Dibromomethane
ug/kg
ND
5.0
03/29/19 15:02
Dichlorodifluoromethane
ug/kg
ND
10.0
03/29/19 15:02
Diisopropyl ether
ug/kg
ND
5.0
03/29/19 15:02
Ethylbenzene
ug/kg
ND
5.0
03/29/19 15:02
Hexachloro-1,3-butadiene
ug/kg
ND
5.0
03/29/19 15:02
Isopropylbenzene (Cumene)
ug/kg
ND
5.0
03/29/19 15:02
m&p-Xylene
ug/kg
ND
10.0
03/29/19 15:02
Methyl-tert-butyl ether
ug/kg
ND
5.0
03/29/19 15:02
Methylene Chloride
ug/kg
ND
20.0
03/29/19 15:02
n-Butylbenzene
ug/kg
ND
5.0
03/29/19 15:02
n-Propylbenzene
ug/kg
ND
5.0
03/29/19 15:02
Naphthalene
ug/kg
ND
5.0
03/29/19 15:02
o-Xylene
ug/kg
ND
5.0
03/29/19 15:02
p-Isopropyltoluene
ug/kg
ND
5.0
03/29/19 15:02
sec-Butylbenzene
ug/kg
ND
5.0
03/29/19 15:02
Styrene
ug/kg
ND
5.0
03/29/19 15:02
tert-Butyl benzene
ug/kg
ND
5.0
03/29/19 15:02
Tetrachloroethene
ug/kg
ND
5.0
03/29/19 15:02
Toluene
ug/kg
ND
5.0
03/29/19 15:02
trans-1,2-Dichloroethene
ug/kg
ND
5.0
03/29/19 15:02
trans- 1,3-Dichloropropene
ug/kg
ND
5.0
03/29/19 15:02
Trichloroethene
ug/kg
ND
5.0
03/29/19 15:02
Trichlorofluoromethane
ug/kg
ND
5.0
03/29/19 15:02
Vinyl acetate
ug/kg
ND
50.0
03/29/19 15:02
Vinyl chloride
ug/kg
ND
10.0
03/29/19 15:02
Xylene (Total)
ug/kg
ND
10.0
03/29/19 15:02
1,2-Dichloroethane-d4 (S)
%
73
70-132
03/29/19 15:02
4-Bromofluorobenzene (S)
%
108
70-130
03/29/19 15:02
Toluene-d8 (S)
%
121
70-130
03/29/19 15:02
Qualifiers
LABORATORY CONTROL SAMPLE:
2529787
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/kg
50
53.7
107
70-130
1,1,1-Trichloroethane
ug/kg
50
50.7
101
70-130
1,1,2,2-Tetrachloroethane
ug/kg
50
54.6
109
55-130
1,1,2-Trichloroethane
ug/kg
50
53.0
106
70-130
1,1-Dichloroethane
ug/kg
50
49.4
99
68-130
1,1-Dichloroethene
ug/kg
50
49.8
100
70-130
1,1-Dichloropropene
ug/kg
50
46.4
93
70-130
1,2,3-Trichlorobenzene
ug/kg
50
51.8
104
70-130
1,2,3-Trichloropropane
ug/kg
50
50.1
100
70-130
1,2,4-Trichlorobenzene
ug/kg
50
49.9
100
70-130
1,2,4-Trimethylbenzene
ug/kg
50
49.7
99
69-130
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
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Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 27

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QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
LABORATORY CONTROL SAMPLE:
Parameter
2529787
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,2-Dibromo-3-chloropropane
ug/kg
50
48.9
98
57-141
1,2-Dibromoethane (EDB)
ug/kg
50
52.5
105
70-130
1,2-Dichlorobenzene
ug/kg
50
49.3
99
70-130
1,2-Dichloroethane
ug/kg
50
49.4
99
70-130
1,2-Dichloropropane
ug/kg
50
51.6
103
70-130
1,3,5-Trimethylbenzene
ug/kg
50
49.3
99
70-130
1,3-Dichlorobenzene
ug/kg
50
49.3
99
70-130
1,3-Dichloropropane
ug/kg
50
47.9
96
70-130
1,4-Dichlorobenzene
ug/kg
50
49.6
99
70-130
2,2-Dichloropropane
ug/kg
50
52.8
106
70-130
2-Butanone (MEK)
ug/kg
100
107
107
60-130
2-Chlorotoluene
ug/kg
50
48.9
98
70-130
2-Hexanone
ug/kg
100
99.7
100
70-132
4-Chlorotoluene
ug/kg
50
48.2
96
70-130
4-Methyl-2-pentanone (MIBK)
ug/kg
100
97.5
97
69-130
Acetone
ug/kg
100
171
171
49-148 L1
Benzene
ug/kg
50
50.1
100
70-130
Bromobenzene
ug/kg
50
49.0
98
70-130
Bromochloromethane
ug/kg
50
48.7
97
70-130
Bromodichloromethane
ug/kg
50
50.7
101
70-130
Bromoform
ug/kg
50
49.5
99
68-136
Bromomethane
ug/kg
50
48.5
97
60-140
Carbon tetrachloride
ug/kg
50
47.7
95
70-130
Chlorobenzene
ug/kg
50
47.5
95
70-130
Chloroethane
ug/kg
50
53.0
106
51-147
Chloroform
ug/kg
50
45.5
91
70-130
Chloromethane
ug/kg
50
48.3
97
48-130
cis-1,2-Dichloroethene
ug/kg
50
48.8
98
70-130
cis-1,3-Dichloropropene
ug/kg
50
51.4
103
70-130
Dibromochloromethane
ug/kg
50
52.8
106
70-130
Dibromomethane
ug/kg
50
46.7
93
70-130
Dichlorodifluoromethane
ug/kg
50
49.8
100
49-130
Diisopropyl ether
ug/kg
50
46.4
93
66-130
Ethylbenzene
ug/kg
50
48.1
96
70-130
Hexachloro-1,3-butadiene
ug/kg
50
52.6
105
70-130
Isopropylbenzene (Cumene)
ug/kg
50
48.6
97
70-130
m&p-Xylene
ug/kg
100
97.5
97
70-130
Methyl-tert-butyl ether
ug/kg
50
46.7
93
70-130
Methylene Chloride
ug/kg
50
46.2
92
50-137
n-Butylbenzene
ug/kg
50
51.9
104
70-130
n-Propylbenzene
ug/kg
50
49.6
99
70-130
Naphthalene
ug/kg
50
51.8
104
70-131
o-Xylene
ug/kg
50
48.3
97
70-130
p-Isopropyltoluene
ug/kg
50
51.0
102
70-130
sec-Butylbenzene
ug/kg
50
50.6
101
70-130
Styrene
ug/kg
50
48.4
97
70-130
tert-Butyl benzene
ug/kg
50
49.9
100
69-130
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 27

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Pace Analytical Services, LLC
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QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
LABORATORY CONTROL SAMPLE:
Parameter
2529787
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Tetrachloroethene
ug/kg
50
30.1
60
56-130
Toluene
ug/kg
50
44.9
90
70-130
trans-1,2-Dichloroethene
ug/kg
50
50.4
101
70-130
trans- 1,3-Dichloropropene
ug/kg
50
52.6
105
70-130
Trichloroethene
ug/kg
50
47.7
95
70-141
Trichlorofluoromethane
ug/kg
50
51.9
104
67-130
Vinyl acetate
ug/kg
100
237
237
10-136 L1
Vinyl chloride
ug/kg
50
51.9
104
67-130
Xylene (Total)
ug/kg
150
146
97
70-130
1,2-Dichloroethane-d4 (S)
%
105
70-132
4-Bromofluorobenzene (S)
%
98
70-130
Toluene-d8 (S)
%
92
70-130
MATRIX SPIKE SAMPLE:
Parameter
2529820
Units
92421683002
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/kg
ND
19.5
15.2
78
52-133
1,1,1-Trichloroethane
ug/kg
ND
19.5
18.2
94
49-137
1,1,2,2-Tetrachloroethane
ug/kg
ND
19.5
110
566
39-150 M1
1,1,2-Trichloroethane
ug/kg
ND
19.5
18.8
96
48-140
1,1-Dichloroethane
ug/kg
ND
19.5
24.2
124
46-135
1,1-Dichloroethene
ug/kg
ND
19.5
24.5
126
38-149
1,1-Dichloropropene
ug/kg
ND
19.5
15.0
77
41-140
1,2,3-Trichlorobenzene
ug/kg
ND
19.5
15.6
80
10-158
1,2,3-Trichloropropane
ug/kg
ND
19.5
19.5
100
33-157
1,2,4-Trichlorobenzene
ug/kg
ND
19.5
ND
0
10-155 M1
1,2,4-Trimethylbenzene
ug/kg
ND
19.5
14.8
76
24-154
1,2-Dibromo-3-chloropropane
ug/kg
ND
19.5
28.0
144
33-158
1,2-Dibromoethane (EDB)
ug/kg
ND
19.5
18.3
94
40-136
1,2-Dichlorobenzene
ug/kg
ND
19.5
16.9
87
27-146
1,2-Dichloroethane
ug/kg
ND
19.5
22.2
114
49-140
1,2-Dichloropropane
ug/kg
ND
19.5
18.6
95
44-143
1,3,5-Trimethylbenzene
ug/kg
ND
19.5
15.3
78
40-144
1,3-Dichlorobenzene
ug/kg
ND
19.5
16.7
86
33-140
1,3-Dichloropropane
ug/kg
ND
19.5
18.3
94
47-147
1,4-Dichlorobenzene
ug/kg
ND
19.5
17.4
90
35-139
2,2-Dichloropropane
ug/kg
ND
19.5
19.9
102
41-140
2-Butanone (MEK)
ug/kg
ND
38.9
31.9J
82
10-181
2-Chlorotoluene
ug/kg
ND
19.5
19.3
99
38-147
2-Hexanone
ug/kg
ND
38.9
27.6J
71
18-169
4-Chlorotoluene
ug/kg
ND
19.5
19.7
101
36-145
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
38.9
32.2J
83
16-175
Acetone
ug/kg
ND
38.9
63.1J
162
10-200
Benzene
ug/kg
ND
19.5
18.0
92
46-136
Bromobenzene
ug/kg
ND
19.5
23.0
118
38-149
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 27

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
MATRIX SPIKE SAMPLE:
2529820
92421683002
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Bromochloromethane
ug/kg
ND
19.5
25.4
131
44-142
Bromodichloromethane
ug/kg
ND
19.5
19.4
100
41-140
Bromoform
ug/kg
ND
19.5
18.0
93
34-145
Bromomethane
ug/kg
ND
19.5
27.6
142
14-162
Carbon tetrachloride
ug/kg
ND
19.5
16.1
83
44-141
Chlorobenzene
ug/kg
ND
19.5
16.2
83
39-141
Chloroethane
ug/kg
ND
19.5
28.6
147
10-182
Chloroform
ug/kg
ND
19.5
23.9
123
45-140
Chloromethane
ug/kg
ND
19.5
27.3
140
19-149
cis-1,2-Dichloroethene
ug/kg
ND
19.5
23.7
122
38-150
cis-1,3-Dichloropropene
ug/kg
ND
19.5
16.9
87
30-144
Dibromochloromethane
ug/kg
ND
19.5
16.5
85
36-145
Dibromomethane
ug/kg
ND
19.5
22.0
113
41-145
Dichlorodifluoromethane
ug/kg
ND
19.5
23.8
122
16-146
Diisopropyl ether
ug/kg
ND
19.5
19.1
98
41-143
Ethylbenzene
ug/kg
ND
19.5
14.1
72
35-144
Hexachloro-1,3-butadiene
ug/kg
ND
19.5
3.6J
19
10-160
Isopropylbenzene (Cumene)
ug/kg
ND
19.5
10.6
54
30-152
m&p-Xylene
ug/kg
ND
38.9
26.5
68
33-145
Methyl-tert-butyl ether
ug/kg
ND
19.5
20.2
104
49-140
Methylene Chloride
ug/kg
ND
19.5
25.4
130
10-174
n-Butylbenzene
ug/kg
ND
19.5
11.4
59
10-160
n-Propylbenzene
ug/kg
ND
19.5
15.4
79
24-159
Naphthalene
ug/kg
ND
19.5
19.3
80
10-171
o-Xylene
ug/kg
ND
19.5
13.8
71
31-150
p-Isopropyltoluene
ug/kg
ND
19.5
10.9
56
21-154
sec-Butylbenzene
ug/kg
ND
19.5
10.9
56
19-159
Styrene
ug/kg
ND
19.5
14.4
74
15-152
tert-Butyl benzene
ug/kg
ND
19.5
14.0
68
31-141
Tetrachloroethene
ug/kg
ND
19.5
7.6
39
19-141
Toluene
ug/kg
ND
19.5
17.1
88
31-146
trans-1,2-Dichloroethene
ug/kg
ND
19.5
23.4
120
28-157
trans- 1,3-Dichloropropene
ug/kg
ND
19.5
17.5
90
25-146
Trichloroethene
ug/kg
ND
19.5
14.1
73
34-149
Trichlorofluoromethane
ug/kg
ND
19.5
23.3
120
10-167
Vinyl acetate
ug/kg
ND
38.9
ND
21
10-200
Vinyl chloride
ug/kg
ND
19.5
27.3
140
36-155
Xylene (Total)
ug/kg
ND
58.4
40.4
69
29-148
1,2-Dichloroethane-d4 (S)
%
128
70-132
4-Bromofluorobenzene (S)
%
124
70-130
Toluene-d8(S)
%
101
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 27

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
SAMPLE DUPLICATE: 2529821
Parameter
Units
92421683003
Result
Dup
Result
1,1,1,2-Tetrachloroethane
ug/kg
ND
ND
1,1,1-Trichloroethane
ug/kg
ND
ND
1,1,2,2-Tetrachloroethane
ug/kg
ND
ND
1,1,2-Trichloroethane
ug/kg
ND
ND
1,1-Dichloroethane
ug/kg
ND
ND
1,1-Dichloroethene
ug/kg
ND
ND
1,1-Dichloropropene
ug/kg
ND
ND
1,2,3-Trichlorobenzene
ug/kg
ND
ND
1,2,3-Trichloropropane
ug/kg
ND
ND
1,2,4-Trichlorobenzene
ug/kg
ND
ND
1,2,4-Trimethylbenzene
ug/kg
ND
ND
1,2-Dibromo-3-chloropropane
ug/kg
ND
ND
1,2-Dibromoethane (EDB)
ug/kg
ND
ND
1,2-Dichlorobenzene
ug/kg
ND
ND
1,2-Dichloroethane
ug/kg
ND
ND
1,2-Dichloropropane
ug/kg
ND
ND
1,3,5-Trimethylbenzene
ug/kg
ND
ND
1,3-Dichlorobenzene
ug/kg
ND
ND
1,3-Dichloropropane
ug/kg
ND
ND
1,4-Dichlorobenzene
ug/kg
ND
ND
2,2-Dichloropropane
ug/kg
ND
ND
2-Butanone (MEK)
ug/kg
ND
ND
2-Chlorotoluene
ug/kg
ND
ND
2-Hexanone
ug/kg
ND
ND
4-Chlorotoluene
ug/kg
ND
ND
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
ND
Acetone
ug/kg
ND
ND
Benzene
ug/kg
ND
ND
Bromobenzene
ug/kg
ND
ND
Bromochloromethane
ug/kg
ND
ND
Bromodichloromethane
ug/kg
ND
ND
Bromoform
ug/kg
ND
ND
Bromomethane
ug/kg
ND
ND
Carbon tetrachloride
ug/kg
ND
ND
Chlorobenzene
ug/kg
ND
ND
Chloroethane
ug/kg
ND
ND
Chloroform
ug/kg
ND
ND
Chloromethane
ug/kg
ND
ND
cis-1,2-Dichloroethene
ug/kg
ND
ND
cis-1,3-Dichloropropene
ug/kg
ND
ND
Dibromochloromethane
ug/kg
ND
ND
Dibromomethane
ug/kg
ND
ND
Dichlorodifluoromethane
ug/kg
ND
ND
Diisopropyl ether
ug/kg
ND
ND
Ethylbenzene
ug/kg
ND
ND
Hexachloro-1,3-butadiene
ug/kg
ND
ND
Isopropylbenzene (Cumene)
ug/kg
ND
ND
RPD 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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 27

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
SAMPLE DUPLICATE: 2529821
Parameter
Units
92421683003
Result
Dup
Result
m&p-Xylene
ug/kg
ND
ND
Methyl-tert-butyl ether
ug/kg
ND
ND
Methylene Chloride
ug/kg
ND
ND
n-Butylbenzene
ug/kg
ND
ND
n-Propylbenzene
ug/kg
ND
ND
Naphthalene
ug/kg
ND
ND
o-Xylene
ug/kg
ND
ND
p-Isopropyltoluene
ug/kg
ND
ND
sec-Butylbenzene
ug/kg
ND
ND
Styrene
ug/kg
ND
ND
tert-Butyl benzene
ug/kg
ND
ND
Tetrachloroethene
ug/kg
ND
ND
Toluene
ug/kg
ND
ND
trans-1,2-Dichloroethene
ug/kg
ND
ND
trans- 1,3-Dichloropropene
ug/kg
ND
ND
Trichloroethene
ug/kg
ND
ND
Trichlorofluoromethane
ug/kg
ND
ND
Vinyl acetate
ug/kg
ND
ND
Vinyl chloride
ug/kg
ND
ND
Xylene (Total)
ug/kg
ND
ND
1,2-Dichloroethane-d4 (S)
%
75
86
4-Bromofluorobenzene (S)
%
103
99
Toluene-d8 (S)
%
121
118
RPD Qualifiers
3
15
13
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 27

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
QC Batch: 464893 Analysis Method: EPA 8270E
QC Batch Method: EPA 3546 Analysis Description: 8270E Solid MSSV Microwave
Associated Lab Samples: 92422085001
METHOD BLANK: 2528154
Associated Lab Samples: 92422085001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/kg
ND
325
03/22/19 15:10
1,2-Dichlorobenzene
ug/kg
ND
325
03/22/19 15:10
1,3-Dichlorobenzene
ug/kg
ND
325
03/22/19 15:10
1,4-Dichlorobenzene
ug/kg
ND
325
03/22/19 15:10
1-Methylnaphthalene
ug/kg
ND
325
03/22/19 15:10
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
325
03/22/19 15:10
2,4,5-Trichlorophenol
ug/kg
ND
325
03/22/19 15:10
2,4,6-Trichlorophenol
ug/kg
ND
325
03/22/19 15:10
2,4-Dichlorophenol
ug/kg
ND
325
03/22/19 15:10
2,4-Dimethylphenol
ug/kg
ND
325
03/22/19 15:10
2,4-Dinitrophenol
ug/kg
ND
1620
03/22/19 15:10
2,4-Dinitrotoluene
ug/kg
ND
325
03/22/19 15:10
2,6-Dinitrotoluene
ug/kg
ND
325
03/22/19 15:10
2-Chloronaphthalene
ug/kg
ND
325
03/22/19 15:10
2-Chlorophenol
ug/kg
ND
325
03/22/19 15:10
2-Methylnaphthalene
ug/kg
ND
325
03/22/19 15:10
2-Methylphenol(o-Cresol)
ug/kg
ND
325
03/22/19 15:10
2-Nitroaniline
ug/kg
ND
1620
03/22/19 15:10
2-Nitrophenol
ug/kg
ND
325
03/22/19 15:10
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
325
03/22/19 15:10
3,3'-Dichlorobenzidine
ug/kg
ND
1620
03/22/19 15:10
3-Nitroaniline
ug/kg
ND
1620
03/22/19 15:10
4,6-Dinitro-2-methyl phenol
ug/kg
ND
649
03/22/19 15:10
4-Bromophenylphenyl ether
ug/kg
ND
325
03/22/19 15:10
4-ChIoro-3-methyl phenol
ug/kg
ND
649
03/22/19 15:10
4-Chloroaniline
ug/kg
ND
1620
03/22/19 15:10
4-Chlorophenylphenyl ether
ug/kg
ND
325
03/22/19 15:10
4-Nitroaniline
ug/kg
ND
649
03/22/19 15:10
4-Nitrophenol
ug/kg
ND
1620
03/22/19 15:10
Acenaphthene
ug/kg
ND
325
03/22/19 15:10
Acenaphthylene
ug/kg
ND
325
03/22/19 15:10
Aniline
ug/kg
ND
325
03/22/19 15:10
Anthracene
ug/kg
ND
325
03/22/19 15:10
Benzo(a)anthracene
ug/kg
ND
325
03/22/19 15:10
Benzo(a)pyrene
ug/kg
ND
325
03/22/19 15:10
Benzo(b)fluoranthene
ug/kg
ND
325
03/22/19 15:10
Benzo(g,h,i)perylene
ug/kg
ND
325
03/22/19 15:10
Benzo(k)fluoranthene
ug/kg
ND
325
03/22/19 15:10
Benzoic Acid
ug/kg
ND
1620
03/22/19 15:10
Benzyl alcohol
ug/kg
ND
649
03/22/19 15:10
bis(2-Chloroethoxy)methane
ug/kg
ND
325
03/22/19 15:10
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
METHOD BLANK: 2528154
Associated Lab Samples: 92422085001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
bis(2-Chloroethyl) ether
ug/kg
ND
325
03/22/19 15:10
bis(2-Ethylhexyl)phthalate
ug/kg
ND
325
03/22/19 15:10
Butylbenzylphthalate
ug/kg
ND
325
03/22/19 15:10
Chrysene
ug/kg
ND
325
03/22/19 15:10
Di-n-butylphthalate
ug/kg
ND
325
03/22/19 15:10
Di-n-octylphthalate
ug/kg
ND
325
03/22/19 15:10
Dibenz(a,h)anthracene
ug/kg
ND
325
03/22/19 15:10
Dibenzofuran
ug/kg
ND
325
03/22/19 15:10
Diethylphthalate
ug/kg
ND
325
03/22/19 15:10
Dimethylphthalate
ug/kg
ND
325
03/22/19 15:10
Fluoranthene
ug/kg
ND
325
03/22/19 15:10
Fluorene
ug/kg
ND
325
03/22/19 15:10
Hexachloro-1,3-butadiene
ug/kg
ND
325
03/22/19 15:10
Hexachlorobenzene
ug/kg
ND
325
03/22/19 15:10
Hexachlorocyclopentadiene
ug/kg
ND
325
03/22/19 15:10
Hexachloroethane
ug/kg
ND
325
03/22/19 15:10
Indeno(1,2,3-cd)pyrene
ug/kg
ND
325
03/22/19 15:10
Isophorone
ug/kg
ND
325
03/22/19 15:10
N-Nitroso-di-n-propylamine
ug/kg
ND
325
03/22/19 15:10
N-Nitrosodimethylamine
ug/kg
ND
325
03/22/19 15:10
N-Nitrosodiphenylamine
ug/kg
ND
325
03/22/19 15:10
Naphthalene
ug/kg
ND
325
03/22/19 15:10
Nitrobenzene
ug/kg
ND
325
03/22/19 15:10
Pentachlorophenol
ug/kg
ND
1620
03/22/19 15:10
Phenanthrene
ug/kg
ND
325
03/22/19 15:10
Phenol
ug/kg
ND
325
03/22/19 15:10
Pyrene
ug/kg
ND
325
03/22/19 15:10
2,4,6-Tribromophenol (S)
%
90
27-110
03/22/19 15:10
2-Fluorobiphenyl (S)
%
75
30-110
03/22/19 15:10
2-Fluorophenol (S)
%
66
13-110
03/22/19 15:10
Nitrobenzene-d5 (S)
%
71
23-110
03/22/19 15:10
Phenol-d6 (S)
%
73
22-110
03/22/19 15:10
Terphenyl-d14 (S)
%
86
28-110
03/22/19 15:10
Qualifiers
LABORATORY CONTROL SAMPLE:
2528155
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/kg
1660
1310
79
52-130
1,2-Dichlorobenzene
ug/kg
1660
1260
76
51-130
1,3-Dichlorobenzene
ug/kg
1660
1320
80
50-130
1,4-Dichlorobenzene
ug/kg
1660
1350
82
49-130
1-Methylnaphthalene
ug/kg
1660
1520
92
55-130
2,2'-Oxybis(1-chloropropane)
ug/kg
1660
1470
89
30-130
2,4,5-Trichlorophenol
ug/kg
1660
1330
81
55-130
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
LABORATORY CONTROL SAMPLE:
Parameter
2528155
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
2,4,6-TrichIorophenol
ug/kg
1660
1440
87
57-130
2,4-DichIorophenol
ug/kg
1660
1380
83
56-130
2,4-Dimethylphenol
ug/kg
1660
1350
81
51-130
2,4-Dinitrophenol
ug/kg
8280
6150
74
27-133
2,4-Dinitrotoluene
ug/kg
1660
1450
88
61-130
2,6-Dinitrotoluene
ug/kg
1660
1460
88
60-130
2-Chloronaphthalene
ug/kg
1660
1340
81
52-130
2-Chlorophenol
ug/kg
1660
1370
83
54-130
2-Methylnaphthalene
ug/kg
1660
1480
89
54-130
2-Methylphenol(o-Cresol)
ug/kg
1660
1450
87
51-130
2-Nitroaniline
ug/kg
3310
2630
79
51-130
2-Nitrophenol
ug/kg
1660
1380
83
49-130
3&4-Methyl phenol (m&p Cresol)
ug/kg
1660
1330
80
11-163
3,3'-Dichlorobenzidine
ug/kg
3310
2230
67
10-132
3-Nitroaniline
ug/kg
3310
2280
69
55-130
4,6-Dinitro-2-methyl phenol
ug/kg
3310
3010
91
47-142
4-Bromophenylphenyl ether
ug/kg
1660
1360
82
59-130
4-Chloro-3-methylphenol
ug/kg
3310
2880
87
55-130
4-Chloroaniline
ug/kg
3310
2480
75
54-130
4-Chlorophenylphenyl ether
ug/kg
1660
1410
85
58-130
4-Nitroaniline
ug/kg
3310
2560
77
54-130
4-Nitrophenol
ug/kg
8280
6240
75
48-130
Acenaphthene
ug/kg
1660
1490
90
60-130
Acenaphthylene
ug/kg
1660
1580
95
60-130
Aniline
ug/kg
1660
1220
74
43-130
Anthracene
ug/kg
1660
1510
91
63-130
Benzo(a)anthracene
ug/kg
1660
1590
96
59-130
Benzo(a)pyrene
ug/kg
1660
1510
91
57-130
Benzo(b)fluoranthene
ug/kg
1660
1490
90
54-130
Benzo(g,h,i)perylene
ug/kg
1660
1570
95
59-130
Benzo(k)fluoranthene
ug/kg
1660
1470
89
54-130
Benzoic Acid
ug/kg
8280
5560
67
19-130
Benzyl alcohol
ug/kg
3310
2750
83
50-130
bis(2-Chloroethoxy)methane
ug/kg
1660
1350
82
54-130
bis(2-Chloroethyl) ether
ug/kg
1660
1390
84
48-130
bis(2-Ethylhexyl)phthalate
ug/kg
1660
1590
96
45-134
Butylbenzylphthalate
ug/kg
1660
1440
87
46-138
Chrysene
ug/kg
1660
1650
100
58-130
Di-n-butylphthalate
ug/kg
1660
1400
85
60-130
Di-n-octylphthalate
ug/kg
1660
1590
96
53-130
Dibenz(a,h)anthracene
ug/kg
1660
1640
99
59-130
Dibenzofuran
ug/kg
1660
1400
84
60-130
Diethylphthalate
ug/kg
1660
1420
86
60-130
Dimethylphthalate
ug/kg
1660
1450
87
60-130
Fluoranthene
ug/kg
1660
1550
93
65-130
Fluorene
ug/kg
1660
1490
90
63-130
Hexachloro-1,3-butadiene
ug/kg
1660
1290
78
46-130
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 27

Pace Analytical Services, LLC
ceAnalX cal ® 9800 Kiney Ave. Suite 100
Huntersville, NC 28078078
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
LABORATORY CONTROL SAMPLE:
Parameter
2528155
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Hexachlorobenzene
ug/kg
1660
1390
84
58-130
Hexachlorocyclopentadiene
ug/kg
1660
1040
63
23-130
Hexachloroethane
ug/kg
1660
1270
77
47-130
Indeno(1,2,3-cd)pyrene
ug/kg
1660
1550
93
60-130
Isophorone
ug/kg
1660
1310
79
49-130
N-Nitroso-di-n-propylamine
ug/kg
1660
1350
81
47-130
N-Nitrosodimethylamine
ug/kg
1660
1120
68
45-130
N-Nitrosodiphenylamine
ug/kg
1660
1400
85
59-130
Naphthalene
ug/kg
1660
1460
88
55-130
Nitrobenzene
ug/kg
1660
1260
76
49-130
Pentachlorophenol
ug/kg
3310
2200
67
10-132
Phenanthrene
ug/kg
1660
1510
91
62-130
Phenol
ug/kg
1660
1380
83
46-130
Pyrene
ug/kg
1660
1540
93
53-130
2,4,6-Tribromophenol (S)
%
90
27-110
2-Fluorobiphenyl (S)
%
79
30-110
2-Fluorophenol(S)
%
77
13-110
Nitrobenzene-d5 (S)
%
77
23-110
Phenol-d6 (S)
%
82
22-110
Terphenyl-d14 (S)
%
87
28-110
MATRIX SPIKE SAMPLE:
Parameter
2528156
Units
92421683001
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/kg
ND
1830
1020
56
18-130
1,2-Dichlorobenzene
ug/kg
ND
1830
982
54
14-130
1,3-Dichlorobenzene
ug/kg
ND
1830
998
54
12-130
1,4-Dichlorobenzene
ug/kg
ND
1830
1050
58
10-130
1-Methylnaphthalene
ug/kg
ND
1830
1140
62
12-130
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
1830
1090
59
10-130
2,4,5-Trichlorophenol
ug/kg
ND
1830
862
47
13-130
2,4,6-Trichlorophenol
ug/kg
ND
1830
1280
70
17-130
2,4-Dichlorophenol
ug/kg
ND
1830
1160
63
10-130
2,4-Dimethylphenol
ug/kg
ND
1830
1010
55
10-130
2,4-Dinitrophenol
ug/kg
ND
9170
4140
45
10-130
2,4-Dinitrotoluene
ug/kg
ND
1830
1080
59
24-130
2,6-Dinitrotoluene
ug/kg
ND
1830
1070
58
23-130
2-Chloronaphthalene
ug/kg
ND
1830
1070
58
19-130
2-Chlorophenol
ug/kg
ND
1830
1020
56
10-130
2-Methylnaphthalene
ug/kg
ND
1830
1060
58
18-130
2-Methylphenol(o-Cresol)
ug/kg
ND
1830
1010
55
10-130
2-Nitroaniline
ug/kg
ND
3670
1690J
46
17-130
2-Nitrophenol
ug/kg
ND
1830
1260
69
10-130
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
1830
894
49
10-130
3,3'-Dichlorobenzidine
ug/kg
ND
3670
1150J
31
10-130
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
MATRIX SPIKE SAMPLE:
2528156
92421683001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
3-Nitroaniline
ug/kg
ND
3670
2220
61
24-130
4,6-Dinitro-2-methyl phenol
ug/kg
ND
3670
2230
61
10-152
4-Bromophenylphenyl ether
ug/kg
ND
1830
1100
60
29-130
4-Chloro-3-methylphenol
ug/kg
ND
3670
2110
58
17-130
4-Chloroaniline
ug/kg
ND
3670
1740J
48
14-130
4-Chlorophenylphenyl ether
ug/kg
ND
1830
1110
60
25-130
4-Nitroaniline
ug/kg
ND
3670
1670
46
22-130
4-Nitrophenol
ug/kg
ND
9170
5220
57
10-130
Acenaphthene
ug/kg
ND
1830
1140
62
20-130
Acenaphthylene
ug/kg
ND
1830
1180
64
25-130
Aniline
ug/kg
ND
1830
791
43
10-130
Anthracene
ug/kg
ND
1830
1460
79
29-130
Benzo(a)anthracene
ug/kg
ND
1830
1240
68
19-130
Benzo(a)pyrene
ug/kg
ND
1830
1200
66
12-130
Benzo(b)fluoranthene
ug/kg
ND
1830
1210
66
14-130
Benzo(g,h,i)perylene
ug/kg
ND
1830
1150
63
10-130
Benzo(k)fluoranthene
ug/kg
ND
1830
1200
65
14-130
Benzoic Acid
ug/kg
ND
9170
4300
47
10-130
Benzyl alcohol
ug/kg
ND
3670
1920
52
13-130
bis(2-Chloroethoxy)methane
ug/kg
ND
1830
1060
58
16-130
bis(2-Chloroethyl) ether
ug/kg
ND
1830
1050
57
11-130
bis(2-Ethylhexyl)phthalate
ug/kg
ND
1830
1390
76
21-130
Butylbenzylphthalate
ug/kg
ND
1830
1150
63
23-130
Chrysene
ug/kg
ND
1830
1350
74
22-130
Di-n-butylphthalate
ug/kg
ND
1830
1150
62
30-130
Di-n-octylphthalate
ug/kg
ND
1830
1370
75
23-142
Dibenz(a,h)anthracene
ug/kg
ND
1830
1230
67
10-130
Dibenzofuran
ug/kg
ND
1830
1110
61
24-130
Diethylphthalate
ug/kg
ND
1830
983
54
26-130
Dimethylphthalate
ug/kg
ND
1830
930
51
22-130
Fluoranthene
ug/kg
ND
1830
1240
68
33-130
Fluorene
ug/kg
ND
1830
1200
65
22-130
Hexachloro-1,3-butadiene
ug/kg
ND
1830
1040
57
13-130
Hexachlorobenzene
ug/kg
ND
1830
1140
62
29-130
Hexachlorocyclopentadiene
ug/kg
ND
1830
716
39
10-130
Hexachloroethane
ug/kg
ND
1830
975
53
10-130
Indeno(1,2,3-cd)pyrene
ug/kg
ND
1830
1190
65
10-130
Isophorone
ug/kg
ND
1830
473
26
13-130
N-Nitroso-di-n-propylamine
ug/kg
ND
1830
1230
67
12-130
N-Nitrosodimethylamine
ug/kg
ND
1830
744
41
11-130
N-Nitrosodiphenylamine
ug/kg
ND
1830
2100
115
15-130
Naphthalene
ug/kg
ND
1830
1190
65
15-130
Nitrobenzene
ug/kg
ND
1830
1040
57
12-130
Pentachlorophenol
ug/kg
ND
3670
1660J
45
10-130
Phenanthrene
ug/kg
ND
1830
1190
65
27-130
Phenol
ug/kg
ND
1830
950
52
10-130
Pyrene
ug/kg
461
1830
1730
69
19-130
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
MATRIX SPIKE SAMPLE:
Parameter
2,4,6-Tribromophenol (S)
2-Fluorobiphenyl (S)
2-Fluorophenol (S)
Nitrobenzene-d5 (S)
Phenol-d6 (S)
Terphenyl-d14 (S)
2528156
Units
92421683001 Spike MS MS
Result Conc. Result % Rec
% Rec
Limits Qualifiers
%
67
27-110
%
54
30-110
%
52
13-110
%
197
23-110 SO
%
54
22-110
%
63
28-110
SAMPLE DUPLICATE: 2528157
Parameter
Units
92421683001
Result
Dup
Result
1,2,4-Trichlorobenzene
ug/kg
ND
ND
1,2-Dichlorobenzene
ug/kg
ND
ND
1,3-Dichlorobenzene
ug/kg
ND
ND
1,4-Dichlorobenzene
ug/kg
ND
ND
1-Methylnaphthalene
ug/kg
ND
ND
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
ND
2,4,5-Trichlorophenol
ug/kg
ND
ND
2,4,6-Trichlorophenol
ug/kg
ND
ND
2,4-Dichlorophenol
ug/kg
ND
ND
2,4-Dimethylphenol
ug/kg
ND
ND
2,4-Dinitrophenol
ug/kg
ND
ND
2,4-Dinitrotoluene
ug/kg
ND
ND
2,6-Dinitrotoluene
ug/kg
ND
ND
2-Chloronaphthalene
ug/kg
ND
ND
2-Chlorophenol
ug/kg
ND
ND
2-Methylnaphthalene
ug/kg
ND
ND
2-Methylphenol(o-Cresol)
ug/kg
ND
ND
2-Nitroaniline
ug/kg
ND
ND
2-Nitrophenol
ug/kg
ND
ND
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
ND
3,3'-Dichlorobenzidine
ug/kg
ND
ND
3-Nitroaniline
ug/kg
ND
ND
4,6-Dinitro-2-methyl phenol
ug/kg
ND
ND
4-Bromophenylphenyl ether
ug/kg
ND
ND
4-ChIoro-3-methyl phenol
ug/kg
ND
ND
4-Chloroaniline
ug/kg
ND
ND
4-Chlorophenylphenyl ether
ug/kg
ND
ND
4-Nitroaniline
ug/kg
ND
ND
4-Nitrophenol
ug/kg
ND
ND
Acenaphthene
ug/kg
ND
ND
Acenaphthylene
ug/kg
ND
ND
Aniline
ug/kg
ND
ND
Anthracene
ug/kg
ND
ND
Benzo(a)anthracene
ug/kg
ND
ND
Benzo(a)pyrene
ug/kg
ND
ND
RPD 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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
SAMPLE DUPLICATE: 2528157
Parameter
Units
92421683001
Result
Dup
Result
Benzo(b)fluoranthene
ug/kg
ND
ND
Benzo(g,h,i)perylene
ug/kg
ND
ND
Benzo(k)fluoranthene
ug/kg
ND
ND
Benzoic Acid
ug/kg
ND
ND
Benzyl alcohol
ug/kg
ND
ND
bis(2-Chloroethoxy)methane
ug/kg
ND
ND
bis(2-Chloroethyl) ether
ug/kg
ND
ND
bis(2-Ethylhexyl)phthalate
ug/kg
ND
ND
Butylbenzylphthalate
ug/kg
ND
ND
Chrysene
ug/kg
ND
ND
Di-n-butylphthalate
ug/kg
ND
ND
Di-n-octylphthalate
ug/kg
ND
ND
Dibenz(a,h)anthracene
ug/kg
ND
ND
Dibenzofuran
ug/kg
ND
ND
Diethylphthalate
ug/kg
ND
ND
Dimethylphthalate
ug/kg
ND
ND
Fluoranthene
ug/kg
ND
ND
Fluorene
ug/kg
ND
ND
Hexachloro-1,3-butadiene
ug/kg
ND
ND
Hexachlorobenzene
ug/kg
ND
ND
Hexachlorocyclopentadiene
ug/kg
ND
ND
Hexachloroethane
ug/kg
ND
ND
Indeno(1,2,3-cd)pyrene
ug/kg
ND
ND
Isophorone
ug/kg
ND
ND
N-Nitroso-di-n-propylamine
ug/kg
ND
ND
N-Nitrosodimethylamine
ug/kg
ND
ND
N-Nitrosodiphenylamine
ug/kg
ND
ND
Naphthalene
ug/kg
ND
ND
Nitrobenzene
ug/kg
ND
ND
Pentachlorophenol
ug/kg
ND
ND
Phenanthrene
ug/kg
ND
ND
Phenol
ug/kg
ND
ND
Pyrene
ug/kg
461
146J
2,4,6-Tribromophenol (S)
%
56
63
2-Fluorobiphenyl (S)
%
39
42
2-Fluorophenol(S)
%
45
61
Nitrobenzene-d5 (S)
%
61
63
Phenol-d6 (S)
%
49
66
Terphenyl-d14 (S)
%
64
54
RPD Qualifiers
11
6
31
2
30
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
QC Batch: 465134
Analysis Method:
MADEP EPH
QC Batch Method: MADEP EPH
Analysis Description:
MADEP EPH NC Soil
Associated Lab Samples: 92422085001
METHOD BLANK: 2529325
Matrix: Solid
Associated Lab Samples: 92422085001
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Aliphatic (C09-C18)
mg/kg
ND
9.9
03/26/19 16:43
N2
Aliphatic (C19-C36)
mg/kg
ND
9.9
03/26/19 16:43
N2
Aromatic (C11-C22)
mg/kg
ND
9.9
03/26/19 16:43
N2
2-Bromonaphthalene (S)
%
64
40-140
03/26/19 16:43
2-Fluorobiphenyl (S)
%
62
40-140
03/26/19 16:43
Nonatriacontane (S)
%
94
40-140
03/26/19 16:43
o-Terphenyl (S)
%
58
40-140
03/26/19 16:43
LABORATORY CONTROL SAMPLE & LCSD:
2529326
2529327
Spike LCS
LCSD
LCS LCSD
% Rec Max
Parameter
Units
Conc. Result
Result
% Rec % Rec
Limits RPD RPD Qualifiers
Aliphatic (C09-C18)
mg/kg
9.9 ND
ND
75 73
40-140 50 N2
Aliphatic (C19-C36)
mg/kg
13.2 10.7
11.4
81 86
40-140 6 50 N2
Aromatic (C11-C22)
mg/kg
28.1 14.3
16.7
51 60
40-140 15 50 N2
2-Bromonaphthalene (S)
%
58 73
40-140
2-Fluorobiphenyl (S)
%
57 71
40-140
Nonatriacontane (S)
%
88 87
40-140
o-Terphenyl(S)
%
54 66
40-140
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
QC Batch: 464605 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92422085001
SAMPLE DUPLICATE: 2526586
92421873003 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 17.0 16.9 0
SAMPLE DUPLICATE: 2526587
92421481001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 95.3 95.3 0
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: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
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.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
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.
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.
SO Surrogate recovery outside laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/01 /2019 03:57 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 27

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: PROPOSED STORE NO 1087
Pace Project No.: 92422085
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Analytical
Batch
92422085001
C-2R
MADEP EPH
465134
MADEP EPH
465429
92422085001
C-2R
MADEP VPH
464904
MADEP VPH
464922
92422085001
C-2R
EPA 3546
464893
EPA 8270E
465125
92422085001
C-2R
EPA 5035A
465244
EPA 8260D
465262
92422085001
C-2R
ASTM D2974-87
464605
Date: 04/01 /2019 03:57 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 26 of 27

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Page 27 of 27

Underground Storage Tank Closure Report — October 2004

MICHAEL F. EASLEY
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
October 15, 2004
LYNDo TIPPETT
SECRETARY
Mr. Steve Bograd, LG E $ '
R "
NCDENR, Mooresville Regional Office £;z. Vy
610 East Center Avenue, Suite 301 0 C T 1 9 2004
Mooresville, NC 28115
Subject: TIP: R-2248D AHO
iciF'i.tr�SLLtvi',"€tt €FF€C C
County: Mecklenburg
UST Closure Report, Franklin Blythe Property
NCDOT Parcel 15
8910 Vance Road, Charlotte
Dear Mr. Bograd:
Enclosed for your file is a copy of the UST Closure Report for the above referenced site.
During the construction of the Charlotte Outer Loop, the heating oil UST located on this
property was discovered. The NCDOT currently has a Temporary Construction Easement
on this parcel. After the construction of the Charlotte Outer Loop is complete, control of
the property will revert to the heirs of Franklin Blythe.
Property Owner: Ruth J. Blythe in care of Dorothy B. Canady
4921 South Hill View Drive
Charlotte, NC 28210
704-552-8729
Sincerely,
C kF.Parker, LG
GeoEnvironmental Project Manager
Geotechnical Engineering Unit
Enclosure
cc: William Wilhelm Division 10 Right of Way (w/ Enclosure)
File
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CENTURY CENTER COMPLEX
GEOTECHNICAL ENGINEERING UNIT BUILDING B
GEOENVIRONMENTAL SECTION WEBSITE: WWW.DOH.DOT.STATE.NC.US 1020 BIRCH RIDGE DRIVE
1589 MAIL SERVICE CENTER RALEIGH NC 27610
RALEIGH NC 27699-1589

PREPARED FOR:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1020 BIRCH RIDGE DRIVE
RALEIGH, NORTH CAROLINA 27610
RE C.".E
OCT 1 9 2004
REPORT ON:
UNDERGROUND STORAGE TANK CLOSURE REPORT
FORMER FRANKLIN BLYTHE PROPERTY
(PARCEL # 15)
8910 VANCE ROAD
CHARLOTTE, MECKLENBURG COUNTY, NORTH
CAROLINA
OCTOBER 2004
PREPARED BY:
AMEC EARTH AND ENVIRONMENTAL, INC.
OF NORTH CAROLINA
9800 WEST KINCEY AVE, SUITE 190
HUNTERSVILLE, NORTH CAROLINA 28078
CEodED
OCT 0 6 2004
NCDOT•Geokdrtal Urit

UNDERGROUND STORAGE TANK CLOSURE REPORT
General..I Information°
A. Ownership of UST(s)
1. Name of UST owner:
NA — Abandoned in NCDOT Right -of -Way
2. Owner address and telephone number:
Land owned by:
Ruth J. Blythe In care of Dorothy B. Canady
4921 South Hill View Drive
Charlotte, North Carolina 28210
Telephone: [phone]
B. Facility Information
1. Facility name:
Former Franklin Blythe Property Parcel #15
State DOT Project: (R-2248D)
WBS Element: 34410.3.21
Unknown content, filled with heating fuel & water
2. Facility ID #:
Not Applicable
3. Facility address, telephone number and county:
8910 Vance Road
Charlotte, Mecklenburg County, North Carolina
Telephone — N/A
C. Contacts
Primary contact person:
Mr. Cyrus F. Parker, L.G. - GeoEnvironmental Project Manager
North Carolina Department of Transportation - Geotechnical Engineering Unit
1020 Birch Ridge Drive
Raleigh, NC 27610
Telephone: [phone]
2. Closure contractor:
A & D Environmental and Industrial Services, Inc.
P.O. Box 484
High Point, NC 27261
Telephone: [phone]
3. Primary consultant:
AMEC Earth and Environmental of North Carolina
9800 West Kincey Ave., Suite 190
Huntersville, NC 28078
Telephone: [phone]
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page I
October 4, 2004

Telephone: [phone]
4. Laboratory:
Prism Laboratories, Inc.
449 Springbrook Road
Charlotte, NC 28224
Telephone: [phone], State Certification # 402
D. UST Information
Tank
No.
Installation
Dates
Size in
Gallons
Liters
Tank Dimensions
Feet (Meters)
Last Contents
Previous Contents
(if any)
550
3.5 ft dia. X 7.5 ft long
1
Unknown
(2,082)
(1.07 m dia. X 2.29 m
Unknown
Heating Fuel
long)
E. Site Characteristics
1. Describe any past releases at this site:
There are no known previous releases of petroleum products that occurred at this site.
When AMEC arrived on -site for the August 5, 2004 UST removal, the UST had been removed
and was placed next to the pit by an unknown party. Petroleum odors were present and staining
was observed in soils beneath the UST. Holes had been made in the UST from unknown party
causing leakage during removal. A flame ionization detector (FID) was used during field
screening of soils.
2. Is the facility active or inactive at this time? If the facility is inactive note the
last time the UST was in operation:
At the time of closure the site was occupied by a former residential structure. The residential
structure is being relocated for the beginning stages of Interstate 485 (1-485). The last active
use of the UST was some time before the clearing of the land for 1-485. The site is shown in
Photographs 3 and 4 in Appendix A. The UST's previous contents were heating fuels.
3. Describe surrounding property use (for example, residential, commercial,
farming, etc.)
In the past, the surrounding properties of the site were all residential. Currently, to the south of
the site is wooded area and north, east, and west of the site is cleared land. Vance Road runs
east to west on the north side of the property.
Figure 1 presents the surrounding site area.
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 2
October 4, 2004

4. Describe site geology/hydrogeology
The Former Franklin Blythe property is located in the Charlotte Belt of North Carolina. The
Charlotte Belt consists of metamorphosed quartz diorite. The metamorphosed quartz
diorite consists of intrusive rocks that are strongly foliated to massive. The general age of
the rocks is 350 to 650 million years old.
Soils encountered during excavation consisted of approximately six inches of surface cover
(fine-grained sandy silt topsoil) overlying 2-3 feet of reddish orange, micaceous, dry silt with
minor plasticity. Underlying the silt is saprolite, consisting of yellow and tan sandy silt with
minor clay and black manganese staining. The top of bedrock was not encountered. An
excavation log is included as Appendix B.
Groundwater was not encountered in the excavation. The site is situated very near a local
topographic high. The local topography suggests that ground -water flow is likely toward the
southwest in the site vicinity. The excavation extended to a depth of 15.2 feet (4.63m) below
ground surface (bgs).
A well survey was not undertaken since groundwater was not encountered. See Table 1.
A. Describe preparations for closure including the steps taken to notify
authorities, permits obtained and the steps taken to clean and purge the
tank(s):
On March 22, 2004 AMEC was presented with a Request For Technical and Cost Proposal of a
UST closure at the Blythe property, 8910 Vance Road, Parcel 15, from NCDOT. Notice to
proceed was given on April 9, 2004 by NCDOT to AMEC. The UST had been discovered during
preparation for the Interstate 485 Bypass around Charlotte. It was noted that the UST formerly
contained heating oil and was thus considered unregulated. AMEC performed a site visit on
March 31, 2004 to assess UST conditions. A second site visit was performed on the April 16,
2004 to vacuum fluids within the UST. Fluids were vacuumed by A&D Environmental of High
Point, North Carolina, (A&D). A vacuum hose was inserted into the UST via the fill port
accessible from ground surface above the UST. A total of 389 gallons (1,472.53 liters) of
heating fuel and sludge was removed from the UST for non -hazardous disposal. It was noted
on both visits that the residential structure remained in place. The UST was not to be removed
till the residential structure was relocated. The structure was relocated in late July.
A Notice of Intent: UST Permanent Closure or Change -In -Service form (GW/UST-3) was
completed and faxed to the North Carolina Department of Environment and Natural Resources
(NCDENR) Division of Waste Management (DWM) Mooresville Regional Office. A Construction
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 3
October 4, 2004

43
C.
V
1.
Fire Permit was also completed as part of UST Closure Activities and is presented as Appendix
1.
Closure activities commenced on August 5, 2004. A permit was obtained from the Mecklenburg
County Fire Marshal, to remove the UST from the site. Upon arrival, AMEC field personnel
noticed that the UST had been removed from its bed and placed on the ground next to the tank
bed (Photograph 1). The bed was left open with strong petroleum odors emanating. The Fire
Marshal was on -site to issue the permit and to witness the removed UST.
Figure 2 presents the site layout depicting the former UST location and excavation.
Note the amount of residual material pumped from the tank(s):
On April 16, 2004 approximately 389 gallons (1,472.53 liters) of liquid classified as non-
hazardous contaminated heating fuel and sludge were removed from the UST by a vacuum
pump truck prior to its excavation. A&D transferred the fluids from the UST to their vacuum
truck. By the time of the August 5, 2004 removal, the UST had filled with approximately 35
gallons (132.49 liters) of liquid classified as non -hazardous contaminated water and sludge that
were removed before disposal.
Describe the storage, sampling and disposal of the residual material:
The heating fuel, water and sludge removed from the UST were temporarily stored in a vacuum
truck until they were transported by A&D for disposal. The heating fuel, water and sludge were
taken to a water separator facility. Appendix C includes the Certificate for Disposal for the
removed liquids.
The UST was removed by A&D and taken to
Carolina. It was removed and disposed of in
includes a copy of the tank disposal certificate.
Excavation
D.H. Griffin Scrap Metals of Greensboro, North
accordance with API 1604, 1987. Appendix D
Describe excavation procedures noting the condition of the soils and the dimensions
of the excavation in relation to the tank, piping and/or pumps:
Since the UST was removed before AMEC personnel arrived on site on August 5, 2004, AMEC
immediately interviewed the NCDOT personnel regarding the UST. They indicated that they
were unaware of the unsupervised removal activities and that it could have been done by one of
the contractors, contracted by NCDOT for the 1-485 project.
The UST had been removed and placed on the ground next to the open bed. Soils excavated
during the removal were stock piled to the east of the bed. AMEC noted petroleum odors and
some staining on the underlying soil. Before the continuation of the excavation, two soil
samples were collected at the bottom of the exposed bed. All AMEC directed excavation
activities were conducted using a backhoe operated by A&D personnel on August 5, 2004. A
total of six confirmatory soil samples were taken from the bottom and the sidewalls of the
excavation. Soils impacted with petroleum hydrocarbons were excavated and stocked piled on
the east side of the bed till the completion of the excavation and then loaded for transport to a
non -hazardous waste disposal landfill. A&D transported petroleum -contaminated soils to
Environmental Soil Inc. located in Shelby, North Carolina. The excavation was then back filled
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 4
October 4, 2004

in with clean backfill. The dimensions of the final excavation were approximately 19 feet
(5.79m) long by 11 feet (3.35m) wide by 15.2 (4.63m) feet deep (Photograph 5).
Visual inspection and screening with a field -calibrated FID was performed on soils removed
from the excavation. Soils from directly beneath the UST did indicate the presence of petroleum
hydrocarbons. FID responses and odors were observed in the soils. The excavation was
continued until there were no FID responses.
Upon inspection of the relocated UST numerous holes were observed. It had also been partially
crushed (Photograph 2). Piping and vents had been removed previously.
Before the UST was removed, it was placed on poly and emptied by the vacuum truck. Once
the UST was lifted onto a truck, soil was excavated under where the UST had been relocated in
the event that fluids had seeped out.
2. Note the depth of tank burial(s) (from land surface to top of tank):
The UST was fully removed from the ground prior to AMEC's arrival on site.
3. Quantity of soil removed:
As part of the UST removal, A&D excavated approximately 18.80 tons of apparently impacted
soils. The soils were field screened with a combination of FID readings and visual observations.
Soils deemed impacted through field screening were loaded onto trucks and disposed of at
Environmental Soils, Inc. of Lattimore, NC.
4. Describe soil type(s):
The soil removed for the UST closure consisted of fine-grained sandy clayey silt. The soils were
red brown, semi -plastic, stiff, and dry. The soils are considered to be residual and derived from
chemical weathering of the underlying metamorphic parent rock. Competent bedrock was not
encountered during UST closure.
5. Type and source of backfill used:
The excavation was backfilled with material from the Arart Quarry, in Dobson North Carolina.
The material was fine-grained sandy clayey silt.
E. Contaminated Soil
Soils believed to be impacted were disposed by A&D in a manner approved by the NCDENR.
Appendix E includes the Certificates for Disposal for the removed soils.
Note: Suspected contaminated soil should be segregated from soil that appears to be
uncontaminated and should be treated as contaminated until proven otherwise. It should not be
used as backfill.
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page S
October 4, 2004

Describe how it was determined to what extent to excavate the soil:
Soils removed from the excavation were screened in the field using a calibrated FID to
determine if the soil had been impacted by petroleum hydrocarbons. The soil was screened
immediately after removal from the excavation while still in the backhoe bucket. Soils indicating
the presence of organic vapors and petroleum odors were encountered. Excavation and field
screening continued until soils were encountered that had no indication of petroleum impact.
Final field screening results are presented in Table 2.
2. Describe method of temporary storage, sampling and treatment/disposal of soil:
Soils believed to be contaminated were field screened then stock piled on site. They were later
loaded onto trucks for disposal and treatment at Environmental Soils Inc. facility. The treatment
methods employed were those needed to eliminate gasoline and diesel range compounds.
III.Site investigation
A. Provide information on field screening and observations, include methods
used to calibrate field screening instrument(s):
Field screening was performed using both FID readings and visual observations during the
removal activities. The FID was used to screen soil samples from excavated areas for
petroleum hydrocarbons. Visual staining was observed within the soils.
The FID was calibrated on -site using calibration gases.
Table 2 in Section VI summarizes the results of the FID field screening for the UST removal.
B. Describe soil sampling points and sampling procedures used:
Note: Refer to the "Groundwater Section Guidelines for the Investigation and Remediation of
Soils and Groundwater" for information about sampling requirements.
Two soil samples were collected from the bottom of the exposed bed, respectively, where
petroleum odors, FID responses and some staining on the soil were noted. At the approximate
depth of 4 feet below grade surface (bgs) (1.22m), soil samples 15-SS-01 and 15-SS-02 were
taken directly beneath the UST's former location.
Excavation was initially performed in all directions to a distance of approximately 2 feet (0.61 m)
from the UST's former location. Continued FID responses were observed. Excavation was
continued until field screening did not indicate the presence of petroleum hydrocarbons in the
sidewalls. Due to restriction of the reach on the backhoe the excavation could only reach a
depth of 15.2 feet (4.63m). The final field screening still indicated slight impact at the floor
bottom.
A total of eight soil samples were taken within the excavation pit. In addition to the two samples
mentioned, six soil samples were taken from the pit floor and sidewalls after additional
excavation was completed. Soil samples. 15-PE-Bl and —132 were taken from the final
excavation floor at 15.2 feet (4.63m) bgs directly beneath the UST centerline. Soil samples 15-
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 6
October 4, 2004

PE-N3, -E4, -W5 and —S6 were collected at the approximate depths of 12 feet (3.66m) bgs from
the excavation sidewalls. Sample locations are shown on Figure 3.
All samples collected from the excavation pit were analyzed for total petroleum hydrocarbons
(TPH) gasoline range organics (GRO) and TPH diesel range organics (DRO). All sampling was
performed according to NCDENR's Guidelines for Tank Closure dated September 2003.
Sample depths and analyses are shown in Table 3.
C. Describe groundwater or surface water sampling procedures used:
Note: Refer to the "Groundwater Section Guidelines for the Investigation and Remediation of
Soils and Groundwater" for information about sampling requirements.
The UST excavation extended to a depth of 15.2 feet (4.63m) bgs. Soils in the base of the
excavation were dry. No groundwater or surface water was encountered during UST removal
activities. Consequently, no water samples were collected.
D. Quality control measures
All samples were collected using nitrile-gloved hands to fill sample containers. Samples were
placed into clean, laboratory -supplied, glass sample containers, compacted to minimize
headspace, and immediately placed on ice for preservation. All samples, that were collected,
were hand delivered to Prism Laboratories, Inc. of Charlotte, North Carolina (NC Laboratory
Certification Number 402) within 48 hours of the sampling time. All samples were properly
labeled and recorded on chain -of -custody, which accompanied the samples at all times. A copy
of the chain of custody is included in Appendix F.
Table 3 lists all of the samples collected and the analyses performed on each sample. A copy of
the complete analytical results and laboratory QA/QC data is included in Appendix G.
E. Investigation results
Laboratory analyses of the two UST closure samples, collected directly underneath the UST's
former location, did report TPH/GRO detections of 77 and 14 mg/kg in samples 15-SS-01 and
15-SS-02, respectively. The TPH/DRO detections were measured to be significantly elevated
with 25,000 mg/kg in sample 15-SS-01 and 33,000 mg/kg in 15-SS-02. The initial action levels
for GRO and DRO are 10 mg/kg. All TPH/GRO and DRO results are presented on Figure 3 and
tabulated in Table 4.
The soil from the area of the UST closure samples was removed and further excavation
occurred vertically and horizontally. Results from the two confirmatory post -excavation floor
samples indicated no further measurable release in the gasoline range for both samples or in
the diesel range for one sample. Sample 15-PE-132, however, from the eastern side of the floor
indicated a TPH-DRO of 38 mg/kg.
Confirmatory post -excavation sidewall sample results also indicated some residual impacted soil
remaining. TPH-GRO was measured in just one sidewall sample, the southern, at 53 mg/kg.
The corresponding TPH -DRO in the southern sidewall sample was 26,000 mg/kg. TPH-DRO
was not measurable in the northern or eastern sidewall samples, but minimally reported at 12
mg/kg in the western sidewall.....
Sample locations and analytical results are presented on Figure 3 and compiled in Table 4.
Appendix G presents a copy of the laboratory analytical report.
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 7
October 4, 2004

F. Exploration For Additional USTs
The property was surveyed for indication of any other UST and none were found.
Include probable sources of contamination, further investigation or remediation tasks, or whether no
further action is required.
The following conclusions can be drawn based on the field and laboratory data resulting from the
August 5, 2004 UST closure;
• The former heating oil tank caused a release to the subsurface soil;
• Impacted soils with gasoline range impact have been removed vertically;
• Impacted soils with diesel range impact have almost been removed vertically, with the
exception of a detection of 38 mg/kg in one floor sample;
• Excavation has accomplished the removal of gasoline and diesel range impacted soils to
the north and east of the former UST's location;
• Excavation has accomplished the removal of gasoline range impacted soils and most of the
diesel range impacted soils to the west, with a 12 mg/kg of DRO remaining.
• In the direction of the southern sidewall impacted soils remain particularly in the diesel
range where 26,000 mg/kg was measured in the confirmatory sample despite little to no
field indication of contamination;
• The heating oil UST release likely occurred some time ago. The lack of much staining and
the lack of volatile fuel components as noted by the FID during UST closure suggests that
the released petroleum product was already quite weathered by the time of UST removal;
• Based on the lack of ground -water interception and the excavation floor sample results,
impacted ground water is not expected underlying this site;
• It is recommended that further excavation or exploratory drilling and sampling occur in the
direction south of the former UST location; and,
• It is recommended that a type of field test kit or fast turnaround lab analysis is utilized to
improve identification of the weathered petroleum release in soils.
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 8
October 4, 2004

V. Signature of Professional Engineer or Licensed Geologist
❑Licensed Geologist Li
Im4Fm"jI,,w,w,4- 10
mh M40
Helen Corley, LG
ttlyy®10/111/®/0j,,
f A,90
IV
SEAL
1485
� CL®G\c��®o�
�Qo,qprwa�AapY@ a� � ®®
®eaaeesoa®®
North Carolina License # 1485
Anna Turlik
Engineering Technician
NCDOT TIP Number R-2248D)
WBS Element: 34410.3.28
Page 9
October 4, 2004

VI Enclosures
A. Figures
Area Map(s) (can be USGS Topographic Quadrangle) showing:
• Adjacent streets, roads, highways with names and numbers
• Buildings
• Surface water bodies
• Groundwater flow direction (if available)
• Scale
• North arrow
2. Site map of UST excavation area drawn to scale, showing:
• Buildings
• Underground utilities such as sewer lines and other conduits
• Orientation of UST(s), pumps, and product lines
• Sample locations for GRO and DRO (identified by letter or number)
• Final limits of excavation
• North arrow
• Scale
• Sample locations and identifications
• Analytical results
• Final limits of excavation(s)
3. Site map of UST excavation area drawn to scale, showing:
• Sample locations for 8260, 8270, EPH & VPH
• Along with items noted in map 2
4. Site map of UST excavation area drawn to scale, showing:
• Estimated area of contamination remaining
• Along with items noted in map 2
B. Tables
1. Water Supply Wells within a 1500' (457.2m) radius
2. Field screening results
3. Sample identifications, depths and analyses
4. Sample identifications with results and dates that samples were taken
C. Appendices
Appendix A: Photographs
Appendix B: Geologic Log for Excavation
Appendix C: Fluid Disposal Certificate
Appendix D: Certificate of Tank Disposal
Appendix E: Soil Disposal Certificates Complete
Appendix F: Chain -of -Custody Records
Appendix G: Copy of All Laboratory Analytical Records
Appendix H: UST-2 Form, Site Investigation Report for Permanent Closure or Change -in -Service of UST
Appendix I: Construction Fire Permit

TABLES

Table 1
Water Supply Wells
Within 1,500-Foot (457.2Meter) Radius
Distance/Direction and
Address Active? Depth
Topographic Relation
No ground water was encountered; soils were dry at 15.2 feet (3.50m) below ground surface; No well survey necessary

Table
Field Screening Results
Field`Observations/ _
Date
Sample Location"
FID Measurements in
arts per million
August 5, 2004
North end, midline of 550 gallon UST, -4 feet
978
1.22m bgs
August 5, 2004
South end, midline of 550 gallon UST, -4 feet
259
1.22m bgs
August 5, 2004
South end, midline of 550 gallon UST, -15.2 feet
4.63m bgs
0.0
August 5, 2004
North end, midline of 550 gallon UST, -15.2 feet
0.8
4.63m bgs
August 5, 2004
North sidewall, -12 feet (3.66m) bgs
2.1
August 5, 2004
East sidewall, -12 feet (3.66m) bgs
0.8
August 5, 2004
West sidewall, -12 feet (3.66m) bgs
1.2
August 5, 2004
South sidewall, -12 feet (3.66m) bgs
0.0

Table 3
Sample Information
Sample Identification
Depth of Sample (bgs)
Analyses Performed
15-SS-01
-4 feet (1.22m) bgs
EPA Method 8015MOD/5030
15-SS-02
-4 feet (1.22m) bgs
EPA Method 8015MOD/5030
15-PE-B1
-15.2 feet (4.63m) bgs
EPA Method 8015MOD/5030
15-PE-62
-15.2 feet (4.63m) bgs
EPA Method 8015MOD/5030
15-PE-N3
-12 feet (3.66m)bgs
EPA Method 8015MOD/5030
15-PE-E4
-12 feet (3.66m)bgs
EPA Method 8015MOD/5030
15-PE-W5
-12 feet (3.66m)bgs
EPA Method 8015MOD/5030
15-PE-S6
-12 feet (3.66m)bgs
EPA Method 8015MOD/5030

Table 4
Analytical Detections
Sample Identification
Initial Action Level for
`TFH
Analytical Results (mg/kg)
15-SS-01
GRO 10
77
DRO 10
25,000
15-SS-02
GRO 10
14
DRO 10
33,000
15-PE-B1
GRO 10
ND
DRO 10
ND
15-PE-B2
GRO 10
ND
DRO 10
38
15-PE-N3
GRO 10
ND
DRO 10
ND
15-PE-E4
GRO 10
ND
DRO 10
ND
15-PE-W5
GRO 10
ND
DRO 10
12
15-PE-S6
GRO 10
53
DRO 10
26,000

FIGURES

a-i
82� . .....
W
it
7
.0m
v
.4,
Im-
Z/
X,
<
4,
Ak�
cs; j
v X.
BM
,774. , e�,
'Y
-V &
t
7., 1
:6
i'l 41, Wo
v mo
X
v
pc SCALE
0- Y IF R ;P4 100
0 FT 0 7000 FT
U
W 'ter' DERITA QUADRANGLE
Tan Kv -
NORTH CAROLINA, 1993
Y
I i. f .." - -,, . . I
q
IL
SL
x
ibilatit
Y MAP
VICINIT
v 1� PARCEL #15
Ilk FORMER FRANKLIN BLYTHE
vl
CHARLOTTE, NC
f ------ -
-TDATE-. f%DRAWING NAME: N:\NCD0T\B1yth�\YIG1 10103104
4✓ SCALE: I MCH - 1,000 XXXT I' AMT IOMHPC IU
A,
-
PREPARED FOR: NC Depar•tment of Transportation
NCDOT PROJECT # -2248D)
GEOTECHNICAL UNIT
! %%"i ;;. ``, £�' `.\\ r--,. �� 1, ':; _{ :1, -: �,
WBS ELEMENT. 34410.3.21
PREPARED BY: FIGURE:
E
jr
ERSVILLE, NC 28078
-3570 IM LImcw
FIGURE I
(7N)875

TEMPORARY
CONSTRUCTION
EASEMENT
15
FRANKLIN BLYTHE
DB 1602 PG 1 X
Location of UST upon
AMEC's arrival.
Xx
x
x �
0
X
X
X
Legend
® Soil Sample Location Beneath UST
♦ Post Excavation Soil Sample Location
1:::3 Limits of Excavation
ID Former Location of House
Site Map
8910 Vance Rd (Parcel 15)
Former Franklin Blythe Property
Auaust 2004
rDRAWING NAME: J;\NCDOT\Yanoa I DATE: 1014104
I SCALE: 1 Snoh a 30 fact '"T I a,HpC I ,
PREPARED FOR:
NC Drpartmwnt of Transportation
NCDOT PROJECT / (R-2240D)
GEOTEC9NICIL UNIT
LIDS ELEMENT: 34410.3.21
PREPARED BY: I FIGURE:
9800 T KINCEY AVE
SUITE iWES90 FIGURE 2
HUNTERSVILLE, NC 28078
[phone]

15-PE-WS
75-PE-W5 (12.0' bgs)
GRO I ND
DRO 1 12
15-PE-B1,
15-PE-B1 (15.1' bgs)
GRO I ND
DRO I ND
1 S-PF-S
15-PE-S6 (12.0' bgs)
GRO
53
DRO
26,000
15-SS-02------
15-SS-02 (4.25' bgs)
GRO 1 14
DRO 1 33,000
15-PE-E4
15-PE-E4 (12.0' bgs)
GRO
ND
DRO
ND
,15-PE-B2
15-PE-B2 (15.1' bgs)]
GRO I ND
D RO 1 38
j
15-SS-01
I
15-SS-01 (4.25' bgs)
GRO 77
DRO 25,000
15-PE-N3
15-PE-N3 (12.0' bgs)
GRO
ND
DRO
ND
Note:
To Vance Rd.
11
GRO
Lime]
bgs
/,36)/
KD
ActionLeveQare��igchlig�itededin boldespective
Soil Sample Location Beneath UST
Post Excavation Soil Sample Location
Limits of Excavation
Former Location of House
Gasoline Range Organics
Diesel Range Organics
below grade surface
Parcel 15
Former Franklin Blythe
Property Sample Locations
August 2004
DRAWING NAME: LCDOT Yanot DATE: 8/76/04
SCALE: Iftnoh - f0 1�ot °RIMY "RPC '
PREPARED FOR:
NC Department of 71�tton
NCDOT PRO✓6CT # (R-8848D)
GBOTSCD'NICAL UNIT
1BS RLMENT: 34410.3.21
PREPARED BY: FIGURE:
9800 WEST KINCEY AVE
SUITE 190 FIGURE 3
HUNTERSVILLE, NC 28078
[phone]

Appendix A
Photographs

ameO
Photograph 1: Location of UST upon AMEC's Arrival on August 5, 2004.
Photograph 2: Crushed UST

Photograph 3: Looking North and East towards adjacent properties.
Photograph 4: Looking East towards stock pile.

•
-111 M-Q
Photograph 5: Looking North into the bottom of Excavation Pit.
Photograph 6: Beginning Stages of Clean Up.

W
--
i_
g-n
P
AM

Photograph 9: UST being loaded for transport.
Photograph 10: Partially hackfilled pit with clean dirt.

Photograph 11: Site restored to original condition.

.1140iMmso'l lof4iK] us -sfp�'. , I I ftqj; ixi"I,"141

Appendix B
Geologic Log for Excavation

PROJECT NAME: NCDOT — UST Permanent Closure and Soil Excavation — 8910
Vance Rd., Charlotte, Mecklenburg County, North Carolina, 28216
PROJECT NUMBER: 2-7763-R248
EXCAVATION COMPANY: A&D Environmental
OPERATOR:
PAGE 1 OF 1
DATE: August 5, 2004
COMPLETION DEPTH: 15.2 ft
WATER LEVEL: N/A
II EXCAVATION EQUIPMENT: Backhoe II LOGGED BY: Anna M. Turlik II
NOTES: Logged directly beneath UST
0.0
(0.0)
0.3
(0.09)
Red Orange, micaceous silt, dry w/ minor clay,
minor plasticity, saprolite with yellow -tan mottling
ML
Petroleum Odor;
FID = 978
0.3
9.0
Orange, micaceous silt, dry and brittle non -plastic,
ML
Petroleum Odor;
(0.09)
(2.74)
saprolite with yellow -tan mottling
FID = 510 to 658
9.0
15.2
Orange, micaceous silt, dry and brittle non -plastic,
ML
Light Petroleum
Odor; FID = 45.8
(2.74)
(4.63)
saprolite with yellow -tan mottling
to 105.2

Appendix C
Fluid Disposal Certificate

GENERATOR INFORMATION :«::::<:::>::«::>:::::::>:>�:::»:::<>::<:::::<>:_�.:::<.:<:>�::::;•:::»::<::::>:<>:>::>::»»>:>;::;:>:::::;:><:;::::>::::»:::::.
Name
US EPA ID No.
Street Address
Mailing Address
Phone No.
Contact
DESCRIPTION OF MATERIALS
USDOT Proper Shipping Name
Hazard
UN / NA
Packing
Containers
Total
Unit
HM (Complete All Items for Hazardous Materials
Class or Div.
ID No.
Group
Qty. Type
Quantity
Wt./ Vol.
a.
b.
C.
ADDITIONAL INFORMATION
ERG No.
A;&.D:Prnflle:Code
, : t aCilfty ilse
a.
,..
......:::_:;..:
.;
•w:::..:.: �:
:.: v.:...
b
c.
..
GENERATOR'S CERTIFICATION
This is to certify that the above -described materials are properly classified, described, packaged, marked and labeled, and are in
proper condition for transportation according to the applicable regulations of the Department of Transportation. I further certify
that none of the materials described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state law,
and unless specifically identified above, the materials contain less than 1,000 ppm total halogens and do not contain quantifiable
levels 2 m of PCBs as defined by EPA 40 CFR Parts 279 and 761.
Printed I Typed Name
Signature -'"
Mo. / Day I Yr.
TRANSPORTER INFORMATION
Transporter
i hereby acknowledge receipt of the above -described materials for transport
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES
from the generator site listed above.
Address
2718 UWHARRIE ROAD
J
ARCHDALE, NC 27263
Signature Shipment Date
I hereby acknowledge that the above described materials were received
from the generator site and were transported to the facility listed below.
Transporter or
Unit No.
EPA ID No. NCD986232221
Phone [phone]
`
Signature - Delivery Date
INFORMATION
:::.::.:..`::;:.;::':."...::.`.::.::':::.:::::;`.::.;;;:;:>:><::::
::..........FACILITY
.....:..:
Facility
l hereby acknowledge receipt of the materials covered by this manifest
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES
except for any discrepancy noted below.
Address
2718 UWHARRIE ROAD
ORMUNAI - Facility Rafninr r1PY 7 - Roturn to r:onarntnr (-r)PY 3 - Tranennr Pr Retain COPY d - riPnFrntnr Retain

Name
✓Mailing
Street Addiess
Address
Phone No.
J,
Contact
DESCRIPTION OF MATERIALS
USDOT Proper Shipping Name
Hazard
UN/NA
Packing
Containers
Total
Unit
HMI (Complete All Items for Hazardous Materials)
Class or Div.
ID No.
Group
at . Type
Quantity
WtJ Vol.
a.
B
10:
ADDITIONAL INFORMATION ERG No. ::A:& 0 Profile:Code,
. . .. ......
.. ...............
a. ...... .. . . ........... ...... ...
... .. .... ....
.................................. ....................................
...........
...............
b. ........ . ..........
......... .......
........ .. .......... .... . . . ... ...
.......... . ........... ......... ... ..... .........
. . ........ .......... ......... .... ......... ..... 11 .....
................. ....
... .. .... ... .........
C-1 ....... ....... ...... ......... ... .........................
. ............. ............ .
GENERATOR'S CERTIFICATION
This is to certify that the above -described materials are properly classified, described, packaged, marked and labeled, and are in
proper condition for transportation according to the applicable regulations of the Department of Transportation. / further certify
that none of the materials described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state law,
and unless specifically identified above, the materials contain less than 1,000 ppm total halogens and do not contain quantifiable
levels (2 ppm) of PCBs as defined by EPA 40 CFR Parts 279 and 761.
Printed Typed Name Signature Mo. l Day I Yr.
..........
..................
TRANSPORTER INFORMATION .. ..
Transporter I hereby acknowledge receipt of the above -described materials for transport
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES from the generator site listed above.
Address
2718 UWHARRIE ROAD
Signature Shipment Date
ARCHDALE, NC 27263
1 hereby acknowledge that the above -described materials were received
Transporter or
Unit Np.,-
from the generatorsite and were transported to the facility listed below.
EPA ID No, NCD986232221
Phone [phone]
Signature Delivery Date
.... . ..... . .... FACILITY
INFORMATION•.
. . . . .....
... . . . . ....
Facility
/hereby acknowledge receipt of the materials covered by this —manifest
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES
except for any discrepancy noted below.
Address
?-'S LTWHARRIE ROAD
Signature Receipt Date
NC 27263-
Q' a cjes I.Rouflnc� Codes I P,,ihd
... .............
..........
Phone.......
.... ............ ............ ...........
[phone]
........ ..... .................
Contact
...... j
............ ...................
ERIC McMANUS
.. ......... .. . .... .. .. ....
.... . .................. ... . ....
....... ...... . ........ ...................
fnDv (.r)PV 3 - Tr!2ncnnr4Pr Retain CnPY 4 - Generator Retain

A&D 10125
AManifest Document No.
MATERIAL & Environmental and -
MANIFEST D Industrial Services, Inc. Pige7 of ,.
EMERGENCY PHONE NO. POST OFFICE BOX 484 TEL [phone] A8:7:;Jofs:;iVo,
HIGH
POINT, 6
434 - 75 0
P NC 272 2 FAX [phone]
800 7
>;>r
GENERATOR O INFORMATION
I F
Name US EPA ID No.
j
Stf6et Address "` ez Mailing Address Phone No.
Contact
DESCRIPTION OF MATERIALS
USDOT Proper Shipping Name Hazard UN I NA Packing Containers Total Unit
HM (Complete All Items for Hazardous Materials Class or Div. ID No. Group Qty. Type Quantit Wtj vol.
a.
ram:
b.
C.
ADDITIONAL INFORMATION' ERG No. :A rs:,q,Proflle:Code _aclllty iJse
a
,
s-�
::::::
b.
c
GENERATOR'S CERTIFICATION
This is to certify that the above -described materials are properly classified, described, packaged, marked and labeled, and are in
proper condition for transportation according to the applicable regulations of the Department of Transportation. I further certify
that none of the materials described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state law,
and unless specifically identified above, the materials contain less than 1,000 ppm total halogens and do not contain quantifiable
levels 2 m of PCBs as defined by EPA 40 CFR Parts 279 and 761.
Printed ! Typed Name Signature Mo. I Day! Yr.
TRANSPORTER INFORMATI
ON
R R I
Transporter ! hereby acknowledge receipt of the above -described materials for transport
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES from the generator site listed above.
Address
2718 UWHARRIE ROAD Signature Shipment Date
ARCHDALE, NC 27263 I hereby acknowledge that the above -described materials were received
Transporter or Unit No.,. from the generator site and were transported to the facility listed below.
EPA ID No, NCD986232221,
Phone [phone] Signr
ature Delivery Date
C INFORMATION
...............................................................................:.........:::......................
Facility i hereby acknowledge receipt of the materials covered by this manifest
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES except for any discrepancy noted below.
Address
2718 UWHARRIE ROAD
Signature ."- Receipt Date
�CF-iD.�?.E, NC 2?2�3 � �,;s�i-eba�cres i.=ccautinc Codes i 'r?�rsdTirib'fi�efho.��_:: ,
l-. '.
Nc.
`'none
[phone]
Contact C
ERIC MCMANUS -
ORIGINAL - Farility Potnin rOPY 7 _ Potnrn to r Amorntnr rr)PY 3 _ Trnnennrtor Potnin COPY d - r;onorntnr Pptain

Appendix D
Certificate of Tank Disposal

A
& Environmental and Industrial Services
DP.O. Box 484 • High Point, NC • Phone [phone] • FAX [phone]
TANK DISPOSAL MANIFEST
1) Tank Owner/Authorized Representative:., Name and Mailing. Addressl"
�s
{
2) Tank Owner/Authorized Representative: Contact
Phone#: ' t, , a.
3) Description Of Tanks:
Tank No. Capacity Previous Contents Comments
OTIM-10 MR?
4) Tank Owner/Authorized
'- Representative Certification: The undersigned certifies that the above listed storage
tanks have been removed from the premises of the tank owner.
r.;
f
F ,tin _
PrintedlTyped Name Signature Month/DaylYear
5) Transporter: The undersigned certifies that the above listed storage tanks have been transported to A&D
Environmental' and Indtrstnal_vServides, 2748, Uwhame Road;"Archdale, N C:-.27263.'
PrintedlTyped Name Signature Month/DaylYear
6) Disposal Certification: The undersigned certifies that the above -named storage tank(s) have been cut
into scrap pieces and accepted by the metal recycling facility.
Recycling Facility:
Printed/Typed Name Signature MfontME) ay!Yea r

Appendix E
Soil Disposal Certificates Complete

.:...DRIVER IN TRUCK UNLESS -.CHECKED HERE —
Jdrgs and phone number to
GEf2TiFIED WR1�F1'� :.
(IF RAW) iQHj
998 SAT Scale CgMpany 04K

ENVIRONMENTAL SOILS, INC.
APPROVAL#
LOCATION OF SOIL
TRANSPORTER
P.O. BOX 295
LATTIMORE, N.C. 28089
704-434-0075
NON -HAZARDOUS PETROLEUM CONTAMINATED SOIL
MANIFEST#
F'L-.
l
TIME, g E
TRUCK #
GROSS WT.
'`.tBS.
DATE:
LICENSE #
TARE WT.
- :LBS.
DRIVER SIGNATURE
TIME:.
TRUCK#
GROSS WT.
LBS:
DATE:
LICENSE #
TARE WT.
LBS.
DRIVER
I ER SIGT A U RE
NATURE
TIME:
TRUCK #
GROSS WT.
LBS.
i
DATE:
LICENSE #
TARE WT.
LBS.
DRIVER SIGN
IGN AT UR E
ATURE
TIME:
'i.
TRUCK #
GROSS WT.
LBS.
DATE:
LICENSE #
TARE WT.
LBS.
DR V I ER SI GN ATU R E
TOTAL NET WT
.t I
TOTAL EQUIV-TONS
INSPECTED & ACCEPTED BY ENVIRONMENTAL SOILS, INC.
i
SUPERVISOR'S SIGN.^,TURE

ENVIRONMENTAL SOILS, INC.
P.O. BOX 295
LATTIMORE, N.C. 28086-0489
,704/434-0075
[phone] FAX
Job Name:
ENVIRONMENTAL SOILS, INC.
P.O. BOX,295
LATTIMORE, N.C...28086-0489
704/43470075
[phone] FAX
Job Name:.
ENVIRONMENTAL SOILS, INC.
RO. BOX 295:
LATTIMORE, N.C. 28086-0489
704/434-0.075
[phone] FAX

Environmental Soils Inc.
PO Box 295 - Lattimore, NC 28089
Phone 704r434-0075 - Fax [phone]
Non -Hazardous Waste Manifest # 116, F
Date Load Number
.(numbered sequentially as trucks are dispatched)
EArVIRONMENTAL CONS ULT,4NT-
Contact: -77 : 7
Phone: Fax:
GENERATOR:
Address: x5-- County:
Contact: Phone:
WASTE ORIGIN,4T]ONPOINT- Complete Address:
..,Class &Type of Contaminate in soil
SOURCE OF CONE431INATION.• (ex. UST or other source)
GENERATORS CERTIFICATION OF WASTE CONSTITUENTS.- In lieu ofsubmitting analytical data (metbods
8240 and.82 70). verjoing that the waste in question does not contain organic tonstituents other than those which would
normally ap n'analysisofvirgin pearipetroleumproduct residue, I am submitting this Certificate of Waste
i Constituents. I cert� that I anifamiliar with the source of contamination of the soil and furtber cert� the source, to
the best o that listed above. my hnowledge, contains no contaminants other than t
f i
TP,4NSPORTER-
Contact:
Phone:
As the carrier, I certify that the materials described above being shipped under this non -hazardous materials
manifest are properly classified, packaged, labeled, secured, and are in proper condition for transport in commerce
under the applicable regulations governing transportation, and I hereby receive this material for delivery to the
IV
facility designate.
Carrier Signature: Date:
TRUCK#: TAG #: VOLUME:
TRUCK DRIVER SIGNATURE: DATE:
DESTINATION.- Environmental Soils Inc.._,910 Crowdy Rd, Shelby, NC 28150 Dedicated Land Application
Site Permit #SR0300038'
I certify that the carrier has delivered the materials described above to this facility, and I hereby accept this material
for treatment and/or disposal in a manner that has been authorized by the Sate of North Carolina.
FP ",ty Signature
Name
,_ N L , i. d- -,:
Date:
White/Facility Canary/Invoice Pink/Carrier Goldenrod/Generator

?r
O GENERATOR INFORM
ATION
N
Name US EPA ID No.
F r �...:
Street Addr-ess Mailing Address Phone No.
f
Contact
DESCRIPTION OF MATERIALS
USDOT Proper Shipping Name Hazard UN / NA Packing Containers Total Unit
HM ____(Complete All Items for Hazardous Materials Class or Div. ID No. Group Qty. Type Quantity Wt./ Vol.
a. F
b.
C.
ADDITIONAL INFORMATION ERG No. A.&D:ProtileCode ;acillryIlse`
a.
b .'>;.»>
.:::......:..:..
GENERATOR'S CERTIFICATION
This is to certify that the above -described materials are properly classified, described, packaged, marked and labeled, and are in
proper condition for transportation according to the applicable regulations of the Department of Transportation. I further certify
that none of the materials described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state law,
and unless specifically identified above, the materials contain less than 1,000 ppm total halogens and do not contain quantifiable
levels 2 m of PCBs as defined by EPA 40 CFR Parts 279 and 761.
Printed / Typed Name Signature v - Mo. i Day I Yr.
�., ;i
TRANSPORTER AT Transporter I hereby acknowledge receipt of the above -described materials for transport
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES from the generator site listed above. F
Address
2718 UWHARRIE ROAD
ARCHDALE, NC 27263 Signature r' „ Shipment Date
I hereby acknowledge jh*' the above -described materials were received
Transporter or Unit No. from the generatorsite`and weredransported'to the facility listed below.
EPA ID No. NCD986232221
Phone [phone] Signature ���' ;'' ` Delivery Date
..::..::....::.::.:.:.:.::..::.::.FAC
:ILIINFORMATION
:::.::: .
Facility, l hereby acknowledge receipt' of the materials covered by this manifest
A-'& DENVIRONMENTAL AND'R- DUSTRIAL,SERVICES` except for any discrepancy noted below.
Address
2718" UWHARRIE ROAD
Signature Receipt Date_
ARCHDAILE, NC 27263o ail lQ COdes- F ^ S I d l i nC. Msth CfS
hcnc l
[phone] k
CantactERIC McMANUSc
ORIGINAI - Facility Patain COPY 7 - RPtttrn fn GPnarafnr COPY 3 - Transnorter Retain COPY 4 - Generator Retain

Environmental Soils Inc.
PO Box 295 • Lattimore, NC 28089
Phone 704r434-0075• Fax [phone]
Non -Hazardous Waste Manifest #1 1 1P
Date Load Number e
(numbered sequentially as trucks are dispatched)
EAWRONMENT4L CONSULT4NT _ B
Contact: F r - f� Phone: TM 7 ax:
Address:
Contact:'
WASTE ORIGINATIONPOINT.•.Complete Address:
Class &Type of Contaminate in soil
SOURCE OF CONT4MINATION.• (ex. UST or other source)
f
County` �.
-Phone:
GENERATORS CERTIFICfITION OF WASTE CONSTITUENTS. In lieu ofsubmitting analytical data (metbods
8240 and.8270). tiering that the waste in question does not contain organic constituents other than those wbicb would
normally appear in analysis of virgi.npetroleunaproduct residue, Iam submitting this Certificate of Waste.
Constituents. I cert�o that I am familiar with the source of contamination ofthe soil and furtber certio the source, to
the best of my knowledge, contains no contaminants other than that listed above.
TRANSPORTER:
Contact: t'
Phone:
As the carrier, I certify that the materials described above being shipped under this non -hazardous materials
manifest are properly classified, packaged, labeled, secured, and are in proper condition for transport in commerce
under the applicable regulations governing transportation, and I hereby receive this material for delivery to the
facility designate.
Carrier Signature: Date:
TRUCK #: `� F
TAG #: �` VOLUME
t
TRUCK DRIVER SIGNATURE. DATE = " F
DESTINATION.- Environmental Soils Inc. 910 Crowdy Rd, Shelby, NC 28150 Dedicated Land Application
Site Permit #SR0300038
I certify that the carrier has delivered the materials described above to this facility, and I hereby accept this material
for treatment and/or disposal in a manner that has been authorized by the Sate of North Carolina.
cility Signature: Date:
Company Name
Title:
White/Facility Canary/Invoice Pink/Carrier Goldenrod/Generator

A&D 1019,5
Manifest Document No.
Page of
Name US EPA ID No.
Street Address Mailing Add riss Phone No,
AD
Contact
DESCRIPTION OF MATERIALS
USDOT Proper Shipping Name Hazard UN/NA Packing Containers Total Unit
HM (Complete All Items for Hazardous Materials) Class or Div. ID No. Group Qty. Type Quantity Wt./ Vol.
a.
b.
C.
L
ADDITIONAL INFORMATION ERG No. :,A:.& 0-Profile Code.-.
....... ... ..
a. .... ..
. . . ........ ...... .. .. ............ . ............
.... .... . .....
............ ................ ..... ................
b . ... ...... .........
.............................
......... .... .. ... .... ..
............... . ......
...........
............
. ........... . ..............
.......... ................... ...........
C.
..................
...................
GENERATOR'S CERTIFICATION
This is to certify that the above -described materials are properly classified, described, packaged, marked and labeled, and are in
proper condition for transportation according to the applicable regulations of the Department of Transportation. / further certify
that none of the materials described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state law,
and unless specifically identified above, the materials contain less than 1,000 ppm total halogens and do not contain quantifiable
levels (2 ppm) of PCBs as defined by EPA 40 CFR Parts 279 and 761.
Printed Typed Name Signature Mo. Day Yr.
....................
.. ... .....
TRANPORTER INFORMATION
Transporter I hereby acknowledge receipt of the above -described materials for transport
A & D ENVIRONMENTAL AND INDUSTRIAL SERVICES from the generator site listed above.
Address
2718 LTWHARRIE ROAD Sig I nature Shipment Date
ARCHDALE, NC 27263 / hereby acknowledge that the above -described materials were received
Transporter or Unit No. from the generator site and were transported to the facility listed below.
EPA ID No. NCD986232221
Phone [phone] Slgnaft_iidDelivery Date
. .. ..... ........ .
................. ......
........... i . .... . ..........
..... .. .
.................. FACILITY INFORMATION
....................
....... .
. . ... .....................
................. ............... . ..........................................
Facility 1hereby acknowledge receipt of the materials covered by this manifest
A,& D ENVIRONMENTALLAND�`IiITDUSTki ERVICES=' except for any discrepancy noted below.
Address
2718 ' LJWHARRrE ROAD Slanature Receipt Date
ARCIFIDALE, NC 27263 'ino �'O_ andflint Vietho-_� t e S scre:�Snciee [Rou
................... .......... ..............
...........
..... ..... ..........
............ ....... .................. ............ - ............... ............
... ................. ............ - ........ .. .............................. ......
(33 16) 434-7750 ......
..... .............. ............. ........ ..... ........... ... ..... .....
............. ........
contact . .....
..........
.. ......... .... -:-`;:......' ..............
.......... . . ....
. ....... .. ................
ERIC McMANUS .......
.......... I ........ . .... ..
ORIGINAL - Facility Retain COPY 2 Ppfitrn to (',PnPr=fnr (C)PY.'1 - Trnn-tnnr-ter Retain rr)PY A (-,e-ns-r:2tr)r Retain

Appendix F
Chain -of -Custody Records

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Appendix G
Copy of All Laboratory Analytical Records

Case Narrative
Date: 8/18/04
Company: AMEC Earth & Environmental
Contact: Helen Corley
Address: 9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
The attached Laboratory Report contains the analytical results for the project identified above and includes Quality Control Data and a
Chain -of -Custody copy.
Data qualifiers are flagged individually on each sample. A Key Reference for the data qualifiers appears at the bottom of this page.
Quality control statements and/or sample specific remarks are included in the sample comments section of the
laboratory report for each sample affected.
Please call if you have any questions relating to this analytical report.
Data Reviewed by: Paula A. Gilleland Project Manager: An ela D vercash
Signature: " A' , � �Q 6 d Signature:
Review Date: 8/18/04 Approval Date: 8/18/04
Data Qualifier Key Reference:
#.
Result outside of QC Limits
B:
Compound also detected in the method blank
DO:
Compound diluted out.
E:
Estimated concentration, calibration range exceeded
J:
The analyte was positively identified but the value is estimated below the reporting limit
JH:
Estimated concentration with a high bias
JL:
Estimated concentration with a low bias
M:
A matrix effect is present
T:
Tentatively identified compound. The concentration is estimated.
Note: This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road, P. 0. Box 240543, Charlotte, NC, 28224-0403
Phone: 7,04/529-6364 Toll Free: 800/529-6364 Fax: [phone]
F:lcommonlcasenarrative Revised 4/20/04

Lab Report
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
R.ISM
LA86RAT04IES, INC.
Full Service Analytical And Environmental Solution
Page 1 of 10
Customer Project ID: Parcel 15, Former Franklin Blyth
Customer Sample ID: 15-SS-01
Prism Sample ID: AD25359 Matrix: soil
Login Group: 2359M9
Sample Collection Date/Time: 8/5/04 09:30
Lab Submittal Date/Time: 8/5/04 15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATE/TIME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
77
mg/kg
10
5035/5030/8015B 8/16/04 13:16
JYS
SURR: GRO
37 # M
%
55-129
5035/5030/8015B 8/16/04 13:16
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/16/04 13:16
JYS
CALCULATIONS BASED ON DRY WT.
73.2
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.05g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
25000
mg/kg
5000 SW846-8015B
8/16/04 13:29
JMV
SURR: o-TERPHENYL
DO
%
49-124 SW846-8015B
8/16/04 13:29
JMV
DILUTION FACTOR
500
mg/kg
SW846-8015B
8/16/04 13:29
JMV
Sample Comments:
Analysis note for GR: # M - One surrogate recovery was below the control limit. The sample was re-
analyzed at a 500 x dilution with no improvement in recovery. Matrix interference is suspected.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

Lab Report
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
LASORATORIE§, WC :,
s
Full Service Analytical And Environmental Solution
Page 2 of 10
Customer Project ID:
Parcel 15, Former Franklin Blyth
Customer Sample ID:
15-SS-02
Prism Sample ID:
AD25360
Matrix: soil
Login Group:
2359M9
Sample Collection Date/Time:
8/5/04
09:35
Lab Submittal Date/Time:
8/5/04
15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATEmME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
14
mg/kg
10
5035/5030/8015B 8/13/04 16:49
JYS
SURR: GRO
88
%
55-129
5035/5030/8015B 8/13/04 16:49
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/13/04 16:49
JYS
CALCULATIONS BASED ON DRY WT.
75.3
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.01g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
33000
mg/kg
5000 SW846-8015B
8/16/04 14:43
JMV
SURR: o-TERPHENYL
DO
%
49-124 SW846-8015B
8/16/04 14:43
JMV
DILUTION FACTOR
500
mg/kg
SW846-8015B
8/16/04 14:43
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

Lab Report
,
"_LABORA gRlEB IP�C`. `;
Full Service Analytical And Environmental Solution
8/18/04
Page 3 of 10
AMEC Earth & Environmental
Customer Project ID:
Parcel 15, Former Franklin Blyth
Attn: Helen Corley
Customer Sample ID:
15-PE-B1
9800 West Kincey Ave. Ste 190
Prism Sample ID:
AD25361 Matrix: soil
Huntersville, NC 28078
Login Group:
2359M9
Sample Collection Date/Time:
8/5/04 11:10
Lab Submittal Date/Time:
8/5/04 15:01
The following analytical results have been
obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATElrIME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
Not Detected
mg/kg
10
5035/5030/8015B 8/13/04 17:25
JYS
SURR: GRO
70
%
55-129
5035/5030/8015B 8/13/04 17:25
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/13/04 17:25
JYS
CALCULATIONS BASED ON DRY WT.
66.2
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.25g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
Not Detected
mg/kg
10 SW846-8015B
8/13/04 17:32
JMV
SURR: o-TERPHENYL
75
%
49-124 SW846-8015B
8/13/04 17:32
JMV
DILUTION FACTOR
1
mg/kg
SW846-8015B ,
8/13/04 17:32
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone] ,

Lab Report
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Hunte.rsville, NC 28078
PRISM
LABOIRATORIES; INC.
Full Service Analytical And Environmental Solution
Page 4 of 10
Customer Project ID:
Parcel 15,
Former Franklin Blyth
Customer Sample ID:
15-PE-132
Prism Sample ID:
AD25362
Matrix: soil
Login Group:
2359M9
Sample Collection Date/Time:
8/5/04
11:15
Lab Submittal Date/Time:
8/5/04
15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATE/TIME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
Not Detected
mg/kg
10
5035/5030/8015B 8/13/04 18:02
JYS
SURR: GRO
101
%
55-129
5035/5030/8015B 8/13/04 18:02
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/13/04 18:02
JYS
CALCULATIONS BASED ON DRY WT.
69.5
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.04g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
38
mg/kg
10 SW846-8015B
8/13/04 18:15
JMV
SURR: o-TERPHENYL
118
%
49-124 SW846-8015B
8/13/04 18:15
JMV
DILUTION FACTOR
1
mg/kg
SW846-8015B
8/13/04 18:15
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

Lab Report
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville NC 28078
PRISM
LA6044TORIES, INC.
Full Service Analytical And Environmental Solution
Page 5 of 10
Customer Project ID:
Parcel 15,
Former Franklin Blyth
Customer Sample ID:
15-PE-N3
Prism Sample ID:
AD25363
Matrix: soil
Login Group:
2359M9
Sample Collection Date/Time: 8/5/04 11:30
Lab Submittal Date/Time: 8/5/04 15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
TEST
REPORTING METHOD DATElrIME
PARAMETER
RESULT
UNITS LIMIT REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
Not Detected
mg/kg 10 5035/5030/8015B 8/13/04 18:38
JYS
SURR: GRO
83
% 55-129 5035/5030/8015B 8/13/04 18:38
JYS
DILUTION FACTOR.
1
mg/kg 5035/5030/8015B 8/13/04 18:38
JYS
CALCULATIONS BASED ON DRY WT.
68.2
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.20g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
Not Detected
mg/kg
10 SW846-8015B
8/13/04 18:57
JMV
SURR: o-TERPHENYL
74
%
49-124 SW846-8015B
8/13/04 18:57
JMV
DILUTION FACTOR
1
mg/kg
SW846-8015B
8/13/04 18:57
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

• • •
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATE/TIME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
Not Detected
mg/kg
10
5035/5030/8015B 8/13/04 19:14
JYS
SURR: GRO
63
%
55-129
5035/5030/8015B 8/13/04 19:14
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/13/04 19:14
JYS
CALCULATIONS BASED ON DRY WT.
67.9
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.09g-imL
SW846-3545
8/13/04 09:00
cWC
DIESEL RANGE ORGANICS (DRO)
Not Detected
mg/kg
10 SW846-8015B
8/13/04 19:39
JMV
SURR: o-TERPHENYL
57
%
49-124 SW846-8015B
8/13/04 19:39
JMV
DILUTION FACTOR
1
mg/kg
SW846-8015B
8/13/04 19:39
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Spdngbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

Lab Report
.
PRISM
LABORATORIES INC;,
s�-
Full Service Analytical And Environmental Solution
8/18/04
Page 7 of 10
AMEC Earth & Environmental
Customer Project ID: Parcel 15, Former Franklin Blyth
Attn: Helen Corley
Customer Sample ID: 15-PE-W5
9800 West Kincey Ave. Ste 190
Prism Sample ID: AD25365 Matrix: soil
Huntersville, NC 28078
Login Group: 2359M9
Sample Collection Date/Time: 8/5/04 11:50
Lab Submittal Date/Time: 8/5/04 15:01
The following analytical results have
been obtained for the indicated sample which was submitted to this laboratory
TEST
TEST REPORTING METHOD DATE/TIME
PARAMETER
RESULT UNITS LIMIT REFERENCE STARTED ANALYST
GASOLINE RANGE ORGANICS (GRO)
Not Detected mg/kg 10 5035/5030/8015B 8/13/04 19:51 JYS
SURR: GRO
99 % 55-129 5035/5030/8015B 8/13/04 19:51 JYS
DILUTION FACTOR
1 mg/kg 5035/5030/8015B 8/13/04 19:51 JYS
CALCULATIONS BASED ON DRY WT.
71.3
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.18g-1mL
SW846-3545
8/13/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
12
mg/kg
10 SW846-8015B
8/13/04 20:21
JMV
SURR: o-TERPHENYL
91
%
49-124 SW846-8015B
8/13/04 20:21
JMV
DILUTION FACTOR
1
mg/kg
SW846-8015B
8/13/04 20:21
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

r p M
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
LABORAT4RWS; IN6>,t
Full Service Analytical And Environmental Solution
Page 8 of 10
Customer Project ID:
Parcel 15,
Former Franklin Blyth
Customer Sample ID:
15-PE-SS
Prism Sample ID:
AD25366
Matrix: soil
Login Group:
2359M9
Sample Collection Date/Time:
8/5/04
11:55
Lab Submittal Date/Time:
8/5/04
15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
TEST
RESULT
UNITS
REPORTING
LIMIT
METHOD DATE/TIME
REFERENCE STARTED
ANALYST
GASOLINE RANGE ORGANICS (GRO)
53
mg/kg
10
5035/5030/8015B 8113/04 21:40
JYS
SURR: GRO
66
%
55-129
5035/5030/8015B 8/13/04 21:40
JYS
DILUTION FACTOR
1
mg/kg
5035/5030/8015B 8/13/04 21:40
JYS
CALCULATIONS BASED ON DRY WT.
75.2
% DRY WT.
0.01 SM 2540 G
8/6/04 09:55
DMO
PREP. METHOD 3545 FOR DIESEL
25.03g-1mL
SW846-3545
8113/04 09:00
CWC
DIESEL RANGE ORGANICS (DRO)
2600Q—
mg/kg
4000 SW846-8015B
8/16/04 14:01
JMV
SURR: o-TERPHENYL
DO
%
49-124 SW846-8015B
8/16/04 14:01
JMV
DILUTION FACTOR
400
mg/kg
SW846-8015B
8/16/04 14:01
JMV
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Celt. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

• • •
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
Lab Submittal Date/Time: .8/5/04 15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST TEST REPORTING METHOD DATElrIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
DRO QC REPORT xDRO-8015/MOD 8/13/04 10:29 JMv
QC DATA FOR DRO-3545/8015B
Batch ID: SDRO-081304
Spiked Sample: AD26346
True Value Observed % Recovery Acceptance Range
mg/kg mg/kg
Method Blank N/A
< 10
N/A
< 10
Blank Spike 80.0
58.5
73
55-109%
Spiked Sample Result N/A
< 10
N/A
Matrix Spike 89.5
73.1
82
50-117%
MS Duplicate 89.2
77.9
87
50-117%
RPD
6
< 24
GRO QC REPORT - 5035
xGRO/8015MOD 8/13/04 14:40
QC DATA FOR 8015/5035 GRO
Batch ID: VGC-E-081304
Spiked sample: AD25140
True Value Observed % Recovery Acceptance Range
mg/kg
----------
mg/kg
------------------
Method Blank
N/A
< 10
N/A
----------------
< 10
LCS
50
47.5
95
67-116%
Spiked Sample
< 10
N/A
Matrix Spike
46.5
35.51
76
57-113%
MS Duplicate
46.5
35.88
77
57-113%
RPD
1.0
< 23
JYS
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

Lab Report
8/18/04
AMEC Earth & Environmental
Attn: Helen Corley
9800 West Kincey Ave. Ste 190
Huntersville, NC 28078
'RIsm,"
'LABORATORIES, jNC.:
Full Service Analytical And Environmental Solution
Page 10 of 10
Customer Project ID: Parcel 15, Former Franklin Blyth
Customer Sample ID: QC
Prism Sample ID: AD25367 Matrix: n/a
Login Group: 2359M9
Sample Collection Date/Time: 8/5/04
Lab Submittal Date/Time: 8/5/04 15:01
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
I LST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
Sample Comments:
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - PO Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800-529-6364 - Fax: [phone]

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Appendix H
UST-2 Form, Site Investigation Report for Permanent
Closure of UST

CHARLOTTE FIRE DEPARTMENT
REQUIREMENT FOR TANK
INSTALLATIONS AND REMOVALS/ABANDONMENTS
THIS IS TO CERTIFY THAT THE TANK(S) LOCATED AT fl#
f'c%- HAVE BEEN INSTALLED OR REMOVED ACCORDING'TO NFPA
CODES, VOLUME 5 OF THE N.C. STATE FIRE CODE, MANUFACTURER'S STANDARDS AND
THE FOLLOWING REQUIREMENTS.
UL# TANK PERMIT CAPACITY CATAGORY CONTENTS
TYPE (GALS) ABOVE/BELOW
TANK #1- •,fit 'r- ,r_;� ;;� `T- %..j,; �� , ;,,��., nLQ
TANK #2 V --�
TANK #3
TANK
COMPLETE FOR TANK INSTALLATIONS
INITIAL APPROPRIATE SECTION
LB. PSI TEST ON EACH TANK FOR HOURS. FOUND FREE OF LEAKS.
CORROSION PROTECTION BY CATHODIC PROTECTION BY INSTALLATION
OF ANODE(S) (IF REQUIRED)
ALL PIPING CHECKED FOR LEAKS
COMPLETE FOR TANK REMOVALS/ABANDONMENTS
ALL FLAMMABLE OR COMBUSTIBLE LIQUIDS REMOVED FROM THE TANK
AND CONNECTING LINES.
U as TANKS WERE PURGED AT SCENE
SUCTION, VENT, INLET, GAGE DISCONNECTED AND REMOVED
TANK INLETS AND OUTLETS CAPPED
IF TANK(S) REMAIN IN PLACE, TANK AND STUBS WILL BE FILLED
COMPLETELY WITH CONCRETE, SAND, OR OTHER APPROVED MATERIALS
DATE REMOVED/INSTALLED
r
FIRE INSPECTORIEMPLOYEE NO.
COMPANY NAME
COMPANY ADDRESS
STATE ZIP CODE
PHONE NO. Z"
f,
ORIGINAL-INPECTOR
SIGNATURE OF REMOVER
CANARY -OCCUPANT

CHARLOTTE FIRE DEPARTMENT
441 BEAUMONT AVENUE
CHARLOTTE, NC 28204
ON SITE PERMIT
APPLICANT OR MAIL TO:
Name
Cl -
Address Apt.Blde. No.
r%.1'l1t i / -e- , ;/� C_
City
State
OCCUPANT AND LOCATION FOR WHICH PERMIT IS VALID:
Name
0 '7�)
ZIP Code
Address Apt.Bldg. No.
City State ZIP Code
USE OF BUILDING, STRUCTURE OR PREMISES
PERMIT FOR: �..
b Va-
CODE I (n FEE $ a' 0 iCHECK NO. c it
PERMIT GUIDELINES
1. THIS PERMIT SHALL BE POSTED ON PREMISES FOR WHICH ISSUED.
2. ANY CHANGE IN THIS PERMIT SHALL REQUIRE PRIOR APPROVAL OF THE FIRE MARSHAL.
3. THE ISSUANCE OF A PERMIT OR APPROVAL OF PLANS SHALL NOT BE DEEMED OR
CONSTRUED TO BE A PERMIT FOR AN APPROVAL OF ANY VIOLATION OF ANY OF THE
PROVISIONS OF THE BUILDING AND FIRE CODES.
VALID FROM: / s / Cl I � 1.+� `� , 1?_! , L
l REPRESENT TIVE/EMERGENCY CONTACT (PRINT NAME)
VALID /
THROUGH: 4 / G REPRESENTATIVE/EMERGENCY CONTACT (SIGNATURE)
PHONE NUMBER r'•C�_�=7;_�r--�, �•
FIRE INSPECTORIEMPL OYEE NO.
ORIGINAL -INSPECTOR CANARY -OCCUPANT

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Appendix I
Construction Fire Permit

UST-2 Site Investigation Report for Permanent
Closure or Change -in -Service of UST
FOR TANKS Return completed form to:
STATE USE ONLY:
The DWM Regional office in the area the facility is located. SEE MAP ON THE BACK OF THIS
IN FORM FOR REGIONAL OFFICE ADDRESSES.
Return the yellow copy to the Central Office in l.D. #
NCRaleigh so that the status of the tank may be changed to "PERMANENTLY CLOSED"' Date Received
1. OWNERSHIP OF +NKS
III. LOCATIONOF +
Abandoned in DOT Riaht-of-Way. Franklin Blythe
Parcel 15 Former Franklin Blythe Property
Owner Name (Corporation, Individual, Public Agency, or Other Entity)
Facility Name or Company
Vance Road
NA
_8910
Street Address
Facility ID # (If known)
Charlotte Mecklenburg
8910 Vance Road
City County
Street Address
Carolina 28216
Charlotte Mecklenburg 28216
_North
State Zip Code
City County Zip Code
A
Area Code Phone Number
NA
Area Code Phone Number
CONTACT
PERSONNEL
Name Cyrus E. Parker LG Job Title NCDOT Project
Manager Tel. No. 919.250.4088
Closure Contractor A&D Environmental Address P n So, 484 High
Point Nc. 27262 Tel. No. 336.434,7750
Primary Consultant AMEC E & E Address emn WP t Kinrey
Ave Siira ten HuntP sviila NC 9m7A Tel. No. 704.875.3570
Lab Prism Laboratory Address P.O. Box240543,
Charlotte, NC28224 Tel. No. _1,800,529,6364
IV. LIST INFORMATION EXCAVATION
CONDITION VI. ADDITIONAL INFORMATION
Tank Size in Tank Last Water inFFree
Notable odor or visible See reverse side of pink copy (owners
No. Gallons Dimensions Contents excavatbnuct soil contaminationcopy) for additional information required by
Yes No No Yes No
NC DWM in the written report and sketch.
1 550 Heating Oil
NOTE: If a release from the tank(s) has
occurred, the site assessment portion of the
tank closure must be conducted under the
supervision of a P.E. or L.G., with all closure
site assessment reports bearing the
signature and seal of the P.E. or L.G.
CHECKLIST (CHECK
THE ACTIVITIES
COMPLETED)VII.
PERMANENT CLOSURE
ABANDONMENT IN PLACE
(For Removal or Abandonment4n-Place)
❑• Fill tank until material overflows tank opening
0- Contact local fire marshal
❑- Plug or cap all openings
0- Notify DWM Regional Office before abandonment
❑- Disconnect and cap or remove vent line
0- Drain and flush piping into tank
❑- Solid inert material used —specify
& Remove all product and residuals from tank
®• Excavate down to tank
REMOVAL
®- Clean and inspect tank
❑• Remove drop tube, fill pipe, gauge pipe, vapor recovery tank
U- Create vent hole
connections, submersible pumps, and all other tank fixtures
U- Label tank
❑- Cap or plug all lines except the vent and fill lines
❑- Dispose of tank in approved manner. Final tank destination:
❑- Purge the tank of all product and flammable vapors
❑- Cut one or more large holes in the tank
0- Backfill the area
Date tank(s) Permanently Closed: 08-05-04
Date of Change in-service:
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this and all attached documents and that
based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the submitted information is true
accurate and complete
Print name and official title of owner or owner's authorized representative
Signature
Date Signed
Helen P. Corley, LG, NCDOT Program Manager
10-04-04
UST-2 Rev 02/2001 vvnite copy — Regional umce TeuoW wpy — i.anudi vnwe rn m Py - _v ­

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Beverly, Trudy
From: Chris Orrell, P.G. <[e-mail]>
Sent: Friday, May 10, 2019 7:03 AM
To: Beverly, Trudy
Cc: Matthew H. McDuff ie, P.G.
Subject: RE: [External] LUST Incident -Blythe Property (Franklin), 8910 Vance Road, Charlotte, NC
Attachments: MO-7037_27784_CA_LTRRPT_20190415.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hey Trudy,
Just wanted to touch base and see if you have had a chance to review the letter report and had any questions.
Thanks!
CHRIS ORRELL, P.G. I Environmental Staff Project Manager
ECS SOUTHEAST, LLP T 704.525.5152 1 D 704.409.7740 1 C 704.200.3436
www.ecslimited.com
Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.
From: Chris Orrell, P.G.
Sent: Monday, April 15, 2019 12:37 PM
To: Beverly, Trudy
Cc: Matthew H. McDuffie, P.G.
Subject: RE: [External] LUST Incident -Blythe Property (Franklin), 8910 Vance Road, Charlotte, NC
Trudy,
Please see the attached letter report documenting the soil sampling activities at the Blythe Property. We will have the
hard copy and CD mailed to you today. Feel free to reach out to me if you have any questions.
Thanks!
CHRIS ORRELL, P.G. I Environmental Staff Project Manager
ECS SOUTHEAST, LLP T 704.525.5152 1 D 704.409.7740 1 C 704.200.3436
www.ecslimited.com
Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.
1