MO-9406_40849_CA_LSA_20190205_LSA

TM
PHASE I LIMITED SITE ASSESSMENT REPORT
FORMER CHARLOTTE CORRECTIONAL CENTER
4101 MEADOW OAK DRIVE
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ECS PROJECT 49-6535-L
PREPARED FOR:
MR. ADAM DUERR
EXETER 4100 MEADOW OAK, LLC
6285 BARFIELD ROAD, SUITE 225
ATLANTA, GEORGIA 30328
FEBRUARY 5, 2019

ECS SOUTHEAST, LLP "Setting the Standard for Service"
- Geotechnical - Construction Materials - Environmental - Facilities NC Registered Fzngineernng Firm F•1078
NC Registered Geologists Firm C-406
SC Registered Engineering Firm 3239
February 5, 2019
Trudy Beverly, LG
Hydrogeologist
NCDEQ - Division of Waste Management
Underground Storage Tanks Section — Corrective Action Branch
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
Submitted via email ([e-mail]) and Federal Express Overnight Delivery
Reference: Phase I Limited Site Assessment Report,
Notice of Residual Petroleum, and
Request for No Further Action
4101 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
NCDEQ Incident No. 40849
ECS Project No. 49-6535-L (Meadow Oaks Industrial)
Dear Ms. Beverly:
ECS Southeast, LLP (ECS) prepared this correspondence and the attached Phase I Limited Site Assessment
(Phase I LSA) Report on behalf of its client, Exeter 4100 Meadow Oak, LLC. A CD with the report in PDF
format is also attached. The Phase I LSA was prepared in response to a Notice of Regulatory Requirements
(NORR) issued to Exeter 4100 Meadow Oak, LLC by the North Carolina Department of Environmental
Quality (NCDEQ). It should be noted that Exeter 4100 Meadow Oak, LLC did not own or operate the
underground storage tank (UST) which is the source of the release at this site. As such, Exeter 4100
Meadow Oak, LLC is not the responsible party and completed the Phase I ESA as a voluntary action.
The analytical results in the Phase I LSA Report indicate maximum soil contaminant concentrations
(MSCCs) were exceeded for the leaching from soil to groundwater exposure scenario in a sample collected
at a depth of 15 feet below ground surface, but no MSCCs were exceeded in a sample collected at 25 feet
bgs. It should be noted that analyses of one sidewall sample collected in October 2018 following removal
of the UST and over -excavation of approximately 50 tons of impacted soil indicated that MSCCs for the
leaching from soil to groundwater exposure and residential exposure scenarios were exceeded. The
analytical results in the Phase I LSA Report did not indicate the presence of volatile organic compounds
(VOCs) or semi -volatile organic compounds (SVOCs) above laboratory detection limits in a groundwater
sample collected from a monitoring well constructed at the location of the former underground storage
tank (UST). TICS from the EPA Method 625.1 chromatograph were noted but no groundwater standards
apply to TICs.
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC - ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

FebruaryECS SOUTHEAST, LLP
During the Phase I LSA, site conditions which would trigger a high or an intermediate risk classification for
the site were not noted. An out -of -service water supply well was noted approximately 380 feet west and
crossgradient from the UST. No other water supply wells were noted during the site and area
reconnaissance. Eleven water well questionnaires were forwarded by certified mail to property owners
within 500 feet of the subject site. Three questionnaires were retuned and both indicated water supply
wells were not present on their respective properties. One questionnaire was returned as undeliverable.
If additional completed questionnaires are received, ECS will forward them to you.
ECS understands that its client, Exeter 4100 Meadow Oak, LLC, is negotiating with the State of North
Carolina regarding acquisition of the subject site. ECS understand that Exeter 4100 Meadow Oak, LLC
intends to utilize the site for industrial/commercial purposes.
ECS, on behalf of Exeter 4100 Meadow Oak, LLC, respectfully request that NCDEQ review the attached
report and issue a notice of no further action required (NFA Notice) with respect to the 10,000-gallon
heating oil UST. ECS understands that NCDEQ will likely require that a Notice of Residual Petroleum
(NORP) be completed and filed with the Mecklenburg County Register of Deeds and the NORP will restrict
the use of the property to industrial/commercial purposes and will also prohibit the use of groundwater
as a source of water supply. A completed NORP which has been signed by the owner of the property is
attached and includes these restrictions.
Thank you for your attention to this matter. If you have questions or comments, please contact us.
Respectfully submitted,
ECS SOUTHEAST, LLP
�� P x4tv-
Joseph P. Nestor, P.G., P.E.
Senior Environmental Project Manager
[e-mail]
704-280-7422
Attachments: Phase I Limited Site Assessment Report
Notice of Residual Petroleum
CD with Report in PDF Format
Matthew H. McDuffie, P.G.
Principal Geologist
[e-mail]
704-378-9003
ECS Project No. 49:6535-L
Page 12 Ecte
E01-

NOTICE OF RESIDUAL PETROLEUM
Exeter Meadow Oak, Incident Number: 40849, 4101 Meadow Oak Drive, Charlotte, Mecklenburg
County, North Carolina
Current Property Owner's Deed: Book 605 Page 143
The property that is the subject of this Notice (hereinafter referred to as the "Site") contains
residual petroleum and is an Underground Storage Tank (UST) incident under North Carolina's
Statutes and Regulations, which consist of N.C.G.S. 143-215.94 and regulations adopted
thereunder. This Notice is part of a remedial action for the Site that has been approved by the
Secretary (or his/her delegate) of the North Carolina Department of Environment Quality (or its
successor in function), as authorized by N.C.G.S. Section 143B-279.9 and 143B-279.11. The North
Carolina Department of Environment Quality shall hereinafter be referred to as "DEQ".
NOTICE
Petroleum product was released and/or discharged at the Site. Petroleum constituents remain on the
site, but are not a danger to public health and the environment, provided that the restrictions
described herein, and any other measures required by DEQ pursuant to N.C.G.S. Sections 143B-
279.9 and 143B-279.11, are strictly complied with. This "Notice of Residual Petroleum" is composed
of a description of the property, the location of the residual petroleum and the land use restrictions on the
Site. The Notice has been approved and notarized by DEQ pursuant to N.C.G.S. Sections 143B-279.9 and
143B-279.11 and has/shall be recorded at the Mecklenburg County Register of Deeds' office Book
Page
Any map or plat required by DEQ has been/shall be recorded at the Mecklenburg County Register of
Deeds' office Book , Page , and has been/shall be incorporated into the Notice by this reference.
1 of 4

Source Proper
The State of North Carolina is the owner in fee simple of all or a portion of the Site, which is located in
the County of Mecklenburg, State of North Carolina, and is known and legally described as:
BEING ALL OF LOT 35 IN BLOCK 4 AS SHOWN ON MAP OF CLAIREBORNE WOODS,
MAP 4 SUBDIVISION WHICH IS RECORDED IN MAP BOOK 24, AT PAGE 509 IN THE
MECKLENBURG COUNTY PUBLIC REGISTRY, REFERENCE TO SAID MAP BEING
HEREBY MADE FOR A PARTICULAR DESCRIPTION THEREOF.
PERPETUAL LAND USE RESTRICTIONS
Soil: The Site shall be used for industrial/commercial use only. Industrial/commercial use
means a use where exposure to soil contamination is limited in time and does not involve
exposure to children or other sensitive populations such as the elderly or sick. The real
property shall not be developed or utilized for residential purposes including but not
limited to: primary or secondary residences (permanent or temporary), schools, daycare
centers, nursing homes, playgrounds, parks, recreation areas and/or picnic areas.
Groundwater: Groundwater from the site is prohibited from use as a water supply. Water supply wells
of any kind shall not be installed or operated on the site.
ENFORCEMENT
The above land use restriction(s) shall be enforced by any owner, operator, or other party responsible for
the Site. The above land use restriction(s) may also be enforced by DEQ through any of the remedies
provided by law or by means of a civil action, and may also be enforced by any unit of local government
having jurisdiction over any part of the Site. Any attempt to cancel this Notice without the approval of
DEQ (or its successor in function) shall be subject to enforcement by DEQ to the full extent of the law.
Failure by any party required or authorized to enforce any of the above restriction(s) shall in no event be
deemed a waiver of the right to do so thereafter as to the same violation or as to one occurring prior or
subsequent thereto.
2of4

IN WITNESS WHEREOF. Tim Walton has caused tlii.q Notig to be executed pursuant la N.C.G.S.
Sections t438-?79.9 and 14313-279.1 1. this �'tlay of "-a .2012-
State of North' ]Carolina, Dept. of Administration
By: � UjaZ7 P, ,
Title: Director, State Property Office
1
Signatory's name typed or printed: //;Pl PJ41, 7`VIU
NORTH CAR LIMA
Cr COUNTY
(Name of county in. which acknowledgment was taken)
I certify that the following person personally a eared liefore in; this day, acknowledging to me that he or
she signed the foregoing document: 4/+F
Date:
(Official Seal)
expires / 13012 Z
tsi;;jurtr ) N0111r4. it'r.ddi
r�
(Printed or aped name of Notary Public)
Notary Public
My commission
3 of 4

Approved for the purposes of N.C.G.S. 143B-279.11
(Signature of Regional Supervisor)
Regional Supervisor
(Printed name of Regional Supervisor)
Mooresville Regional Office
UST Section
Division of Waste Management
Department of Environment Quality
NORTH CAROLINA
COUNTY
(Name of county in which acknowledgment was taken)
I certify that the following person(s) personally appeared before me this day, each acknowledging to me
that he or she signed the foregoing document: (fidl printed name of Regional supervisor)
Date:
(Official Seal)
expires:
(signature of Nolary Public)
printed or typed name of Notary Public)
Notary Public
My commission
4of4

t Ef
9-S
ECS SOUTHEAST, LLP "Setting the Standard for Service"
1:r Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F•1073
NC Registered Geologists Firm C-406
SC Regis Eered Engmeenng Firm 3239
February 5, 2019
Mr. Adam Duerr
Exeter 4100 Meadow Oak, LLC
6285 Barfield Road, Suite 225
Atlanta, Georgia 30328
Reference: Phase I Limited Site Assessment Report
Former Charlotte Correctional Center
4101 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
Dear Mr. Duerr:
As authorized by your acceptance of ECS Proposal 49: 12672P dated December 20, 2018 and authorized
on January 3, 2019 , ECS Southeast, LLP (ECS) has completed the Phase I Limited Site Assessment Report
for the above referenced site. Included in this report is a description of the field activities, the results
obtained, and our conclusions and recommendations.
ECS appreciates the opportunity to provide our environmental consulting services to you on this project. If
you have any questions concerning this report or this project, please contact us.
Sincerely,
ECS SOUTHEAST, LLP
Matthew H. M`Duffie, P.G.
Principal Geologist
[e-mail]
704-525-5152
)014� .. AtfF7
Joseph P. Nestor, P. G., P.E.
Senior Environmental Project Manager
[e-mail]
704-280-7422
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Site Name and Location:
Facility ID#:
Latitude and Longitude:
Date of Report:
Land Use Category:
SITE INFORMATION
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, Mecklenburg County, North Carolina
00-0-0000030621
35.193087' North, 80.921219' West
February 5, 2019
Commercial
UST System Owner: NC Department of Public Safety
Central Engineering
Attn: Jeffery O'Brian
4216 Mail Service Center
Raleigh, North Carolina 28699-4216
(Information obtained from NCDEQ Registered Tank Database)
Land Owner: NC State Highway and Public Works Commission
1119 East Sugar Creek Road
Charlotte North Carolina 28205
(Information obtained from NCDEQ Registered Tank Database)
Alternative Contact
UST System Owner and Land Owner:
NC Department of Administration
State Property Office
Attn: Joy M. Wayman, Real Property Agent
Mail Service Center 1321
Raleigh, NC 27699-1321
Consultant: ECS Southeast, LLP
Attention: Joseph P. Nestor, P.G., P.E.
1812 Center Park Drive; Suite D
Charlotte, North Carolina 28217
[phone]

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Laboratory: Pace Analytical Services, LLC
9800 Kincey Avenue; Suite 100
Huntersville, North Carolina 28409
[phone]
North Carolina Wastewater Certificate #12
Release Information: The UST system at the referenced site included one 10,000-gallon heating oil
underground storage tank (UST). The North Carolina Department of Environmental Quality (NCDEQ)
Registered Tanks Database (found on line at https://deg.nc.gov/about/divisions/waste-
management/ust/databases) indicates that a 5,000-gallon heating oil UST was installed in 1964 and was
temporarily closed.
Evidence of a release was discovered during a Phase II Environmental Site Assessment (Phase II ESA)
performed in April and May 2018 as part of due diligence for a potential real estate transaction. Four
soil borings (SB-1 through SB-4) were advanced around the UST on April 23, 2018 and samples were
collected and analyzed for total petroleum hydrocarbons (TPH) as gasoline range organics (GRO) and
diesel range organics (DRO) by ultraviolet fluorescence (UVF). The analyses for samples from boring SB-
3 collected from 5 to 10 feet below ground surface (bgs) indicated the presence of TPH-GRO and TPH-
DRO at concentrations above NCDEQ action levels.
On September 7, 2018, ECS Geotechnical personnel noticed apparent petroleum hydrocarbons odors in a
geotechnical boring (B-24) located approximately 100 feet northeast of the UST. ECS submitted a sample
from geotechnical boring B-24 for laboratory analysis which detected concentrations of semi -volatile
organic compounds (VOCs) and semi -volatile organic compounds (SVOCs) in excess of maximum soil
contaminant concentrations (MSCCs) for the leaching form soil to groundwater.
On September 21, 2018, a 10,000-gallon UST was removed from the site. (Note that the NCDEQ
Registered Tanks Database indicated that a 5,000-gallon UST was present.) Field screening of soil with a
photoionization detector (PID), visual observations of stained soil, and petroleum odors exuded from soil
indicated a petroleum release had occurred. Approximately 50 tons of petroleum -impacted soil was
excavated and removed from the site for offsite treatment/disposal. Analysis of samples collected from
sidewalls of the resulting excavation indicated that soil remaining in place contained petroleum
constituents in excess of MSCCs for the leaching form soil to groundwater and/or residential exposure
scenarios.

Phase i Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Seal and Signature of Certifying Licensed Geologist
I, Joseph P. Nestor, a Licensed Geologist for ECS Southeast, LLP, do certify that the information
contained in this report is correct and accurate to the best of my knowledge.
.0 ,,%1110111i r"Op,
E SR
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P.
Joseph P. Nestor, P.G�.,�1J.�L1��
North Carolina Geologist License 1027
ECS Southeast, LLP is permitted to practice geology/engineering in North Carolina. The certification
number of the corporation is C-406 for geology.

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
TABLE OF CONTENTS
1.0 BACKGROUND............................................................................................................................ 1
2.0 RISK CHARACTERIZATION...........................................................................................................
3
3.0 RECEPTOR INFORMATION..........................................................................................................
6
4.0 SITE GEOLOGY AND HYDROGEOLOGY.........................................................................................
7
5.0 FIELD ACTIVITIES........................................................................................................................
8
6.0 LABORATORY ANALYTICAL RESULTS...........................................................................................
9
7.0 CONCLUSIONS...........................................................................................................................11
8.0 RECOMMENDATIONS................................................................................................................11
9.0 QUALIFICATIONS.......................................................................................................................11
10.0 REFERENCES............................................................................................................................12
FIGURES
Figure 1
Site Location Map
Figure 2
Site Map
Figure 3
Parcel Identification Map
Figure 4
Sample Location Map
TABLES
Table 1
UST Information
Table 2
Site and Adjacent Property Ownership
Table 3
Summary of Soil Analytical Results for VOCs and SVOCs by EPA Methods 8260
and 8270D
Table 4
Summary of Soil Analytical Results for Aliphatic and Aromatic Fractions by
MADEP Method
Table 5
Summary of Groundwater Analytical Results for VOCs and SVOCs by Standard
Method 6200B and EPA Method 625.1
Table 6
Summary of Groundwater Analytical Results for Aliphatic and Aromatic
Fractions by MADEP Method
APPENDICIES
Appendix A
Notice of Regulatory Requirements — November 9, 2018
Appendix B
Water Supply Well Questionnaires and Tracking Information
Appendix C
Boring Log
Appendix D
Laboratory Data Sheets and Chain of Custody Records
Appendix E
NCDEQ Well Construction Permit and Well Construction Record

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
1.0 BACKGROUND
1.1 Site History
The site is the former Charlotte Correctional Center located at 4101 Meadow Oaks Drive in Charlotte,
Mecklenburg County, North Carolina on Parcel Identification Number (PIN) 14326112 (Figure 1 and
Figure 2). The site is approximately 46.81 acres in size. ECS understands that the site was last utilized as
a correctional facility and is owned by the North Carolina State Highway and Public Works Commission.
The site is presently unoccupied and vacant. A No. 2 fuel oil UST with nominal capacity of 10,000 gallons
was located on -site adjacent to a boiler house with a partial basement. ECS understands that this UST was
used to provide heating oil for consumptive use on the premises where stored. ECS understands that this
UST is considered by the North Carolina Department of Environmental Quality (NCDEQ) to be a non -
regulated, commercial UST.
Evidence of a release was discovered during a Phase II Environmental Site Assessment (Phase II ESA)
performed by ECS in April and May 2018 as part of due diligence for a potential real estate transaction
(ECS Project No. 49:6535-B). Four soil borings (SB-1 through SB-4) were advanced around the UST on
April 23, 2018 and samples were collected and analyzed for total petroleum hydrocarbons (TPH) as
gasoline range organics (GRO) and diesel range organics (DRO) by ultraviolet fluorescence (UVF). The
analyses for samples from boring SB-3 collected from 5 to 10 feet below ground surface (bgs) indicated
the presence of TPH-GRO and TPH-DRO at concentrations of 3,149 and 24,639 milligrams per kilogram
(mg/kg), respectively. Boring SB-3 was on the east side of the UST near the southwest corner of the
boiler house. The analytical results for samples associated with the other three borings were below
laboratory detection limits.
On September 7, 2018, ECS Geotechnical personnel noticed apparent petroleum hydrocarbons odors in a
geotechnical boring (B-24) located approximately 100 feet northeast of the UST. ECS screened samples
from this boring with a photoionization detector (PID) and selected the sample with the highest PID
reading for laboratory analysis. Laboratory analytical results for the soil sample collected from boring B-
24 at a depth of 8.5 to 10.0 feet bgs indicated concentrations of several VOCs and SVOCs. The
concentrations of 1-methylnaphthalene (10.9 mg/kg), 2-methyl naphthalene (13.7 mg/kg), naphthalene
(5.27 mg/kg as a SVOC), isopropylbenzene (2.23 mg/kg), and naphthalene (9.78 mg/kg as a VOC) exceed
MSCCs for the leaching from soil to groundwater exposure scenario. Several other VOCs and SVOCs
associated with this sample were detected at concentrations below MSCCs for the various exposure
scenarios.
On September 21, 2018, a 10,000-gallon UST was removed from the site. (Note that the NCDEQ
Registered Tanks Database indicated that a 5,000-gallon UST was present and not a 10,000-gallon UST.)
Field screening of soil with a photoionization detector (PID), visual observations of stained soil, and
petroleum odors exuded from soil indicated a petroleum release had occurred. Approximately 50 tons of
petroleum -impacted soil was excavated and removed from the site for offsite treatment/disposal.
Samples were collected from the base and sidewalls of the resulting excavation. The sample from the base
of the excavation was designated B-1. The samples from the four sidewalls were designated N-1, E-1, S-1,
and W-1 and were associated with the north, east, south, and west sidewalls, respectively.

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Laboratory analytical results of soil samples B-1 and S-1 did not indicate targeted constituents above
the laboratory reporting limits.
Laboratory analytical results of soil sample N-1 indicated concentrations of several VOCs and SVOCs.
The concentrations of p-isopropyltoluene (2.23 milligrams per kilogram [mg/kg]) and naphthalene
(0.732 mg/kg) exceed maximum soil contaminant concentrations (MSCCs) established be the NCDEQ
UST Section for the leaching from soil to groundwater exposure scenario. The VOC, 1,3,5-
trimethyl benzene, was detected at 0.345 mg/kg which is below MSCCs for the various exposure
scenarios. The concentration of aromatic hydrocarbons containing 9 to 22 carbon atoms (C9 — C22
Aromatics) (137 mg/kg) associated with sample N-1 exceeded the MSCC for the leaching from soil to
groundwater exposure scenario.
Laboratory analytical results of soil sample E-1 detected concentrations of several VOCs and SVOCs. The
concentrations of 1-methylnaphthalene (31.3 mg/kg), 2-methylnaphthalene (44.8 mg/kg), p
isopropyltoluene (2.39 mg/kg), and naphthalene (5.34 mg/kg) exceed MSCCs for the leaching from soil
to groundwater exposure scenario. Several other VOCs and SVOCs associated with sample E-1 were
detected at concentrations below MSCCs for the various exposure scenarios. The concentration of C9 —
C22 Aromatics (2,174 mg/kg) associated with sample E-1 exceeds the MSCCs for the leaching from soil
to groundwater and residential exposure scenarios. The concentration of aliphatic hydrocarbons
containing 9 to 18 carbon atoms (C9 — C18 Aliphatics) (5,137 mg/kg) associated with sample E-1
exceeds the MSCCs for the leaching from soil to groundwater and residential exposure scenarios.
Laboratory analytical results of soil sample W-1 detected concentrations of several VOCs and SVOCs.
The concentrations of these VOCs and SVOCs did not exceed MSCCs established for the three exposure
scenarios. The concentration of aromatic hydrocarbons containing 9 to 22 carbon atoms (C9 — C22
Aromatics) exceeds the MSCC for the leaching from soil to groundwater exposure scenario.
On November 9, 2018, NCDEQ issued a Notice of Regulatory Requirements (NORR) in which it indicated
a Limited Site Assessment was required for this site. A copy of the NORR is included as Appendix A
1.2 UST Information
One 10,000-gallon heating oil UST was located at the site. The UST measured approximately
10 feet in diameter and 17 feet in length. The heating oil tank supplied fuel to the boiler in the boiler
house located immediately adjacent to the UST. ECS understands that this UST was used to provide
heating oil for consumptive use on the premises where stored. ECS understands that this UST is
considered by the NCDEQ to be a non -regulated, commercial UST. UST information is summarized on
Table 1.
1.3 Future Use of Property
The subject property has been marketed for sale by the State of North Carolina. ECS understands that
Exeter 4100 Meadow Oak, LLC is in negotiations with the State of North Carolina to purchase the
property for redevelopment for industrial/commercial purposes.
2

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
2.0 RISK CHARACTERIZATION
The answers in the following questionnaire are intended to provide data for the assignment of the risk
classification for the site.
Limited Site Assessment Risk Classification and Land Use Form
Part I - Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the discharge or release contaminated any water supply well including any used for non -
drinking purposes? NO
2. Is a water supply well used for drinking water located within 1,000 feet of the source area of
the discharge or release? NO
3. Is a water supply well used for any purpose (e.g., irrigation, washing cars, industrial cooling,
filling swimming pools) located within 250 feet of the source area of the release or discharge? NO
An out -of service water supply well is located approximately 380 feet west and crossgradient of
the UST.
4. Does the groundwater within 500 feet of the source area of the discharge or release have the
potential for future use in that there is no other source of water supply other than the
groundwater? NO
The site is within the city limits of Charlotte and municipal water is available.
5. Do vapors from the discharge or release pose a threat of explosion because of accumulation of
the vapors in a confined space or pose any other serious threat to public health, public safety,
or the environment? NO
6. Are there any other factors that would cause the discharge or release to pose an imminent
danger to public health, public safety, or the environment? NO
3

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Intermediate Risk
7. Is a surface water body located within 500 feet of the source area of the discharge or release?
NO
The closest water body to the area of the release is an unnamed tributary to Taggart Creek and
is located approximately 730 feet north of the UST.
8. Is the source area of the discharge or release located within a designated wellhead protection
area as defined in 42 USC 300h-7(e)? NO
9. Is the discharge or release located in the Coastal Plain Physiographic region as designated on a
map entitled "Geology of North Carolina" published by the Department in 1985? NO
10. Do the levels of groundwater contamination for any contaminant exceed the gross
contamination levels established by the Department? NO
Part II - Land Use
Property Containing Source Area of Discharge or Release
1. Does the property contain one or more primary or secondary residences (permanent or
temporary)? NO
Vacant prison buildings, including sleeping quarters, and other structures are present and
unoccupied. These facilities have not been utilized since 2011.
2. Does the property contain a school, daycare center, hospital, playground, park, recreation area,
church, nursing home, or other place of public assembly? NO
3. Does the property contain a commercial (e.g., retail, warehouse, office/business space, etc.) or
industrial (e.g., manufacturing, utilities, industrial research and development,
chemical/petroleum bulk storage, etc.) enterprise, an inactive commercial or industrial
enterprise, or is the land undeveloped? NO
Vacant prison buildings and other structures are present and unoccupied. The site is being
considered for redevelopment as an industrial property.
4. Can children visit the property?
YES
5. Is access to the property reliably restricted consistent with its use (e.g., by fences, security
personnel, or both)? NO
Access to portions of the site are restricted by fences and razor wire. The UST was located
outside the fence.
4

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
6. Does pavement, buildings, or other structures cap the contaminated soil? NO
7. What is the zoning status of the property?
The property is presently zoned residential (R-22MF)
8. Is the use of the property likely to change in the next 20 years? YES
4100 Meadow Oak, LLC is in negotiations with the State of North Carolina to purchase the
property for redevelopment for industrial/commercial purposes.
Property Surrounding Source Area of Discharge or Release
9. What is the distance from the source area of the release to the nearest primary or secondary
residence (permanent or temporary)?
Approximately 600 feet to the southeast. (Double Tree Inn)
10. What is the distance from the source area of the release to the nearest school, daycare center,
hospital, playground, park, recreation area, church, nursing home or other place of public
assembly?
The Veterans Administration Health Care Center is located approximately Z300 feet northeast
of the subject site.
11. What is the zoning status of properties in the surrounding area?
The property located immediately north of the subject site is zoned industrial (1-1). Properties
located immediately to the east of the subject property across the Billy Graham Parkway are
zoned industrial (1-1[CD]). The property located immediately to the southwest of the subject
property across West Tyvola Road is zoned commercial (0-2[CD]). And properties located
immediately to the southwest and west of the subject property are zoned industrial (I-1 and 1-2).
12. Briefly characterize the use and activities of the land in the surrounding area.
The area surrounding the site is near the Charlotte -Douglas Airport and used for commercial and
industrial purposes.
5

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
3.0 RECEPTOR INFORMATION
3.1 Water Supply Wells
Visual evidence of water supply wells, such as well houses or "fake" rocks, was not observed within
1,500 feet of the source area during the site reconnaissance. On January 10, 2019 ECS forwarded water
supply well questionnaires by via certified mail (return -receipt -requested) to eleven property owners
within 500 feet of the site (Table 2 and Figure 3). Three questionnaires were completed and returned.
One questionnaire was returned as undeliverable as addressed. The respondents indicated that water
supply wells were not present on their properties. The completed water supply well questionnaires and
tracking information are included in Appendix C.
3.2 Public Water Supplies
Information obtained from the area receptor survey indicates that the Charlotte -Mecklenburg Utility
Department provides municipal water to the area. Water meters and fire hydrants were observed in
the survey area.
3.3 Surface Water
As determined from the Mecklenburg County Geographic Information System (GIS), an eastward
flowing steam roughly bisects the subject site. This stream flows into Taggarts Creek approximately
330 feet east of the subject site. Surface water runoff originating in the vicinity of the UST appears to
flow in a northwesterly direction towards the tributary to Taggarts Creek.
3.4 Wellhead Protection Areas
There are no designated wellhead protection areas as defined by 42 USC 300h-7(e) located within 1,500
feet of the site.
3.5 Subsurface Structures
There are no subsurface structures other than buried utilities located in the vicinity of the release.
Groundwater was measured approximately 28 feet bgs; therefore the utilities should not intercept the
groundwater or act as a pathway for vapors.
3.6 Land Use
The site is currently vacant.
C.1

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
3.7 Property Owners and Occupants
The names and addresses of the property owners of the site and adjoining properties are included in Table
2. A portion of the Mecklenburg County GIS map with adjacent property locations is presented as Figure
3.
4.0 SITE GEOLOGY AND HYDROGEOLOGY
The Geologic Map of North Carolina (Brown, 1985) describes the bedrock geology in the vicinity of the
subject property as "granitic rock" and is further described as locally pinkinsh gray, massive to weakly
foliated; contains hornblende". The map code on the Geologic Map of North Carolina for the bedrock
at the subject property is DOg indicated the bedrock at the subject property was formed in the
Devonian Period (380 to 410 million years before present).
The subject site lies within the Piedmont physiographic province. Daniels and Dahlen (2002) describe
the geology and hydrogeology of the Piedmont and Blue Ridge physiographic provinces as follows:
a complex, two-part, regolith-fractured crystalline rock aquifer system.
Thickness of the regolith throughout the study area is highly variable and ranges from
0 to more than 150 feet. The regolith consists of an unconsolidated or semi -
consolidated mixture of clay and fragmental material ranging in grain size from silt to
boulders. Because porosities range from 35 to 55 percent, the regolith provides the
bulk of the water storage within the Blue Ridge and Piedmont ground -water system.
At the base of the regolith is the transition zone where saprolite grades into
unweathered bedrock. The transition zone has been identified as a potential conduit
for rapid ground -water flow. If this is the case, the transition zone also may serve as a
conduit for rapid movement of contaminants to nearby wells or to streams with
channels that cut into or through the transition zone. How rapidly a contaminant
moves through the system largely may be a function of the characteristics of the
transition zone."
7

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
5.0 FIELD ACTIVITIES
5.1 Soil Sampling
On January 15, 2019, soil samples were collected at the location of monitoring well MW-1 by
hydraulically driving a five-foot long, 1.5-inch diameter soil sampling probe into the subsurface using a
track mounted Geoprobe® drill rig. Continuous soil samples were collected from grade to 35 feet the
ground surface (bgs) using a soil sampling probe lined with a dedicated disposable clear plastic tube.
After the soil sampling probe was driven, the clear plastic tube filled with soil was removed from the
probe and cut open to expose the soil. ECS visually classified the soil collected from the boring and
screened the soil samples for relative levels of volatile organic vapors using a flame ionization detector
(FID). Appendix C includes a boring log. Soil samples were collected from 15 and 25 feet bgs and these
samples were designated MW-1-15 and MW-1-25, respectively. Soil samples were not collected from
above 15 feet bgs because this material was fill which was imported and placed after the UST was
removed in October 2018. The drill rig and tools were decontaminated using a high-pressure steam
cleaner and municipal water prior to the collection of soil samples.
ECS placed samples into containers provided by Pace Analytical Services, LLC (Pace). Each container was
labeled and placed in a cooler containing ice to maintain the samples at approximately 4° Celsius. The
samples were then delivered to Pace in Huntersville, North Carolina to be analyzed for volatile organic
compounds (VOCs) using EPA Method 8260, for semi -volatile organic compounds (SVOCs) using EPA
Method 8270, and volatile petroleum hydrocarbons (VPH) and extractable petroleum hydrocarbons
(EPH) using the Massachusetts Department of Environmental Protection (MADEP) Method. A Chain of
Custody Record was maintained and is included in Appendix D.
5.2 Monitoring Well Construction
On January 15, 2019, ECS observed the installation of monitoring well MW-1 (Figure 4) using a track
mounted Geoprobe® drill rig equipped with 4.25 inch hollow -stem augers. The drill rig and tools were
decontaminated using a high-pressure steam cleaner and municipal water prior to the installation of the
well.
A borehole was drilled to a depth of 40 feet bgs. The diameter of the borehole was approximately 9
inches. Following the drilling of the borehole, the well was constructed with 2-inch I.D. schedule 40 PVC
flushed -threaded casing and screen. The PVC screen and casing were lowered to the bottom of the
borehole. A 15-foot length of slotted well screen with machined 0.010-inch slot widths and threaded
bottom plug were installed at the bottom of the well. A solid section of PVC casing was placed above
the screened interval and extended to a point approximately 0.25 foot below the ground surface. The
annular space around the well was filled with washed fine filter sand to approximately 2 feet above the
top of the screen. A minimum 2-foot thick seal of bentonite pellets was placed immediately above the
sand pack. The remaining borehole was filled with Portland concrete grout. The top of the well casing was
equipped with a lockable, water -tight manhole cover and well plug.
L:3

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Following completion of the well, the driller developed the well remove fines. Development was
performed by over pumping the well the water level was drawn down to the pump intake and then
allowing the well to recharge and repeating this process. At least three well volumes were evacuated
during development.
Appendix E includes the NCDEQ Well Construction Permit and the NCDEQ Well Construction Record.
5.3 Groundwater Sampling and Analysis
Prior to sampling, the monitoring well was purged using an electric submersible variable speed sampling
pump (Proactive Environmental Products, Stainless steel 12 volt Monsoon Model with Power Booster II
LCD Controller). A new length of polyethylene tubing was connected to the pump and the pump was
lowered to within 1 foot of the bottom of the well. ECS removed a minimum of three well volumes
before reducing the flow rate and collecting samples. ECS directed groundwater being discharged from
the tubing directly into containers provided by Pace. Each container was labeled and placed in a cooler
containing ice to maintain the samples at approximately 4° Celsius. The samples were then delivered to
Pace in Huntersville, North Carolina to be analyzed for VOCs using Standard Method 6200B, for SVOCs
using EPA Method 625, and VPH and EPH using the MADEP Method. In addition, ECS requested that
Pace tentatively identify and estimate concentrations of compounds for the ten highest non -target
target peaks on the chromatograph for the EPA 625 analyses. These compounds are referred to as
tentatively identified compounds (TICS). A Chain of Custody Record was maintained and is included in
Appendix E.
6.0 LABORATORY ANALYTICAL RESULTS
6.1 Analytical Results for Soil Samples
Laboratory results for soil samples are summarized in Tables 3 and 4. Table 3 summarizes results for
VOC and SVOC analyses by EPA Methods 8260 and 8270, respectively. Table 4 summarizes results for
VPH and EPH analyses by the MADEP Method. Table 4 also provides information regarding the
concentrations of various aliphatic and aromatic hydrocarbon fractions.
Laboratory analysis of soil sample MW1-15 detected the following VOCs at the indicated
concentrations: sec -butyl benzene (0.0127 milligrams per kilogram [mg/kg]), isopropylbenzene (0.0065
mg/kg), p-isopropyltoluenetoluene (0.0277 mg/kg), methylene chloride (0.0321 mg/kg), naphthalene
(0.112 mg/kg), n-propylbenzene (0.0074 mg/kg), 1,2,4- trimethyl benzene (0.0831 mg/kg), and 1,3,5-
tri methyl benzene (0.296 mg/kg). Laboratory analysis of soil sample MW1-15 detected the following
SVOCs at the indicated concentrations: 1-methylnaphthalene (12.3 mg/kg) and 2-methylnaphthalene
(9.46 mg/kg). As shown in Table 3, the detected concentration of methylene chloride, 1-
methylnaphthalene, and 2-methylnaphthalene exceed the maximum soil contaminant concentration
(MSCC) established by the NCDEQ for the leaching from soil to groundwater exposure scenario. It
should be noted that methylene chloride is not typically associated with petroleum and is considered by
EPA to be a common laboratory contaminant and was flagged as such by the laboratory.
9

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
Various hydrocarbon fractions were detected in sample MW-1-15 through VPH and EPH analyses by the
MADEP Method. As shown in Table 4, the concentration of aliphatic hydrocarbons in the C9 to C18
range as determined by analyses for both VPH and EPH associated with sample MW-1-15 was 530.3
mg/kg. The concentration of aromatic hydrocarbons in the C9 to C22 range as determined by analyses
for both VPH and EPH associated with sample MW-1-15 was 307.1 mg/kg.
Laboratory analysis of soil sample MW1-25 detected the following VOCs at the indicated
concentrations: n-butylbenzene (0.0085 mg/kg), sec -butyl benzene (0.0067 mg/kg), ethylbenzene
(0.0059 mg/kg), isopropylbenzene (0.0055 mg/kg), p-isopropyltoluenetoluene (0.0147 mg/kg),
naphthalene (0.0359 mg/kg), n-propylbenzene (0.0085 mg/kg), 1,2,4- trim ethyl benzene (0.0535
mg/kg), and 1,3,5-trimethylbenzene (0.0133 mg/kg). As shown in Table 3, the detected concentrations
do not exceed MSCCs established by the NCDEQ for the various exposure scenario.
Various hydrocarbon fractions were detected in sample MW-1-25 through VPH and EPH analyses by the
MADEP Method. As shown in Table 4, the concentration of aliphatic hydrocarbons in the C5 to C8
range as determined by analyses for VPH was 8.2 mg/kg. The concentration of aliphatic hydrocarbons
in the C9 to C18 range as determined by analyses for both VPH and EPH associated with sample MW-1-
15 was equal to or greater than 18.2 mg/kg but less than 31.8 mg/kg. The concentration of aromatic
hydrocarbons in the C9 to C22 range as determined by analyses for both VPH and EPH associated with
sample MW-1-25 was equal to or greater than 17.6 mg/kg but less than 21.2 mg/kg.
6.2 Analytical Results for Groundwater Samples
Laboratory results for groundwater samples are summarized in Tables 5 and 6. Table 5 summarizes
results for VOC and SVOC analyses by Standard Method 6200B and EPA Method 625.1, respectively.
Table 6 summarizes results for VPH and EPH analyses by the MADEP Method. Table 6 also provides
information regarding the concentrations of various aliphatic and aromatic hydrocarbon fractions.
Laboratory analysis of groundwater sample MW-1 did not detect either VOCs or SVOCs as analyzed by
Standard Method 6200B and EPA Method 625.1, respectively. Ten non -target peaks were noted on the
EPA Method 625.1 chromatograph for SVOCs and were reported by the laboratory. Nine of the peaks
were reported as tentatively identified compounds (TICS) and the remaining peak was reported as
unknown. The laboratory results included in Appendix E contains a TICS report.
Laboratory analysis of groundwater sample MW-1 did not detect either aromatic or aliphatic
hydrocarbon fractions as either VPH or EPH as analyzed by MADEP.
10

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
7.0 CONCLUSIONS
Based on the results of the LSA, ECS concludes the following:
• The subject property is currently vacant and unoccupied.
• The subject property is being considered for purchase by Exeter 4100 Meadow Oak, LLC for
redevelopment for industrial/commercial purposes.
• Laboratory analysis of soil samples collected during UST Closure activities performed in September
2018 detected targeted compounds at concentrations above MSCCs for the leaching from soil to
groundwater and/or residential exposure scenarios but less than MSCCs for the
industrial/commercial exposure scenario.
• Laboratory analysis of soil samples collected in January 2019 as part of the Phase I LSA detected
targeted compounds at concentrations above MSCCs for the leaching from soil to groundwater
exposure scenario but less than MSCCs for either the residential or industrial/commercial exposure
scenarios.
• Laboratory analysis of the groundwater sample collected from MW-1 in January 2019 as part of the
Phase I LSA did not detect target analytes for analyses performed by Standard Method 6200B or EPA
Method 625.1.
• Laboratory analysis of the groundwater sample collected from MW-1 in January 2019 as part of the
Phase I LSA did not detect target VPH or EPH analytes for analyses performed by the MADEP
Method.
• An out -of -service water supply well is located approximately 380 feet crossgradient from the
location of the former UST. No other water supply wells were identified within 1,000 feet of the
subject property. Municipal water service is available in the area.
• No conditions which would trigger and intermediate of high risk calcification for the subject property
were identified during the Phase I LSA.
8.0 RECOMMENDATIONS
ECS recommends the following:
• A copy of this Phase I LSA report be submitted to the NCDEQ, Mooresville Regional Office along
with a request for issuance of a No Further Action Required Notice.
• A Notice of Residual Petroleum be submitted to the NCDEQ, Mooresville Regional Office.
• A copy of this report be provided to the current owner of the subject property and that the
owner consult with its legal counsel regarding possible notification requirements.
9.0 QUALIFICATIONS
The activities and evaluative approaches used in this assessment are consistent with those normally
employed in assessment projects of this type. Our evaluation of site conditions has been based on our
understanding of the site project information and the data obtained during our field activities.
11

Phase 1 Limited Site Assessment Report
Former Charlotte Correctional Center
4100 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
Facility ID No. 00-0-0000030621
ECS Project 49-6535-L
February 5, 2019
10.0 REFERENCES
Brown, Philip M. et al, 1985, Geologic Map of North Carolina, North Carolina Department of Natural
Resources and Community Development, scale 1:500,000.
Daniel, Charles C. and Paul R. Dahlen, 2002, Preliminary Hydrogeologic Assessment and Study Plan for a
Regional Ground -Water Resource Investigation of the Blue Ridge and Piedmont Provinces of North
Carolina, United States Geological Survey Water -Resources Investigation Report 2002-4105.
12

FIGURES

llf
I A
152
f
%
SIT E
Th e �rt
Institute crf
Clott e kii % 3GO m
SOURCE: FIGURE 1
SITE LOCATION MAP
USGS TOPOGRAPHIC MAP MEADOW OAK INDUSTRIAL
CHARLOTTE WEST, NC 4101 MEADOW OAK DRIVE
CHARLOTTE, MECKLENBURG COUNTY, NORTH
2016 CAROLINA
ECS PROJECT NO. 49-6535-L

j
N.
{
IL
1200 ft
OUT -OF -SERVICE
WATER SUPPLY
WELL
i
IL
FORMER
1'IF
10,000-GALL
Ot f UST

M11107
ct / I"
1430 4-12 4
d4604.12a
V,
1431, 10
14304125
14-K6112
SUBJECT SITE
500-FO
RADIUS 1,000-FO T RADIUS
IL
1430al.a;
FORMER OCA ON
03 107
• OF 10,000 ALL ST
14326109
M
1 3031
41
------- 30 -3199 143
1430319e
Alt
401111V112
14326116
1 4a2
M273 01
A
q1M
143272.03
0. 0.0175.035 0.07 Miles 14326117
)
E
"*0,
--1 i .
I I I I - i . I I I J .1
1� S
14327204..
ThiF map or report is prepared forthe inventory of real 1pis pertywithin Mecklenburg County and o.o.mpiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and data
reme ntio n d public primary information should be consulted
Users of this map or report are hereby notified that the a '
for ve rifi cation. Mecklenburg County and it mapping .ntracto.assume no legal
responsibility for the information contained herein.
NOTES:
Radii shown are approximate and are centered on the former
10,000-gallon UST.
Parcel numbers are shown. The subject property is on Parcel
No. 14326112 and is outlined in green.
SOURCE:
N FIGURE 3
PARCEL IDENTIFICATION MAP
MECKLENBURG COUNTY
MEADOW OAK INDUSTRIAL
GEOGRAPHIC INFORMATION SYSTEM
4101 MEADOW OAK DRIVE
CHARLOTTE, MECKLENBURG COUNTY, NORTH
FEBRUARY 4, 2019
CAROLINA
SCALE AS SHOWN
ECS PROJECT NO. 49-6535-L

4 f.
LEGEND
'+
- it O Approximate Soil and Groundwater
- Sample Location
Approximate UST Location
SOURCE: ;N FIGURE 4
�F SAMPLE LOCATION MAP
s
GOOGLE EARTH MEADOW OAK INDUSTRIAL
2018 4101 MEADOW OAK DRIVE
CHARLOTTE, MECKLENBURG COUNTY, NORTH
SCALE AS SHOWN CAROLINA
ECS PROJECT NO. 49-6535-1

TABLES

TABLE 1: UST INFORMATION
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49-6535-L
UST ID
Last
Previous
Capacity
Construction
Tank
Installation
Status
Release
Number
Contents
Contents
(in Gallons)
Details
Dimensions
Date
10 feet 0 by 17
RemoRemo
Removed
1
Heating Oil
Heating Oil
10,000
Single Wall Steel
1964
Yes
feet length
0
Notes:
The NCDEQ Tanks Database indicates a 5,000-galIon single wall steel tank is present at Facility ID No. 00-0-0000030621 at 4100 Meadow Oaks Drive
and this UST was temporarily closed. The UST which was removed on Sepatember 21, 2018 was a 10,000-gallon (nominal) UST.

TABLE 2: SITE AND ADJACENT PROPERTY OWNERSHIP
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, North Carolina
Parcel ID
Figure 3
Mecklenburg
County PIN
Owner
Owner's Address
Direction from Site
Site
14326112
NC State Highway & Public Works Commission
1119 East Sugar Creek Road
Charlotte, North Carolina 28205
Not Applicable
14304122
Naman Cascade, LLC
c/o Naman Hotels
PO Box4540
East
Florence, South Carolina 29502
14304123
Lakepointe Corporate Center Associates, LLC
c/o Childress Klein Properties, Inc.
301 S College Street
Charlotte NC 28202
East
14304124
Lakepointe Corporate Center Associates, LLC
c/o Childress Klein Properties, Inc.
301 S College Street
East
Charlotte NC 28202
14311110
City of Charlotte
Property Management
600 East 4th Street
West
Charlotte NC 28202
14311109
BIFIN LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
West
Charlotte NC 28208
14326110
BIFIN LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
Charlotte NC 28208
Southwest
14326111
BIFIN LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
Southwest
Charlotte NC 28208
14326114
Spratt Legacy Partners, LLC
PO Box 43586
Charlotte NC 28215
Southwest
14327301
Cole of Charlotte NC, LLC
c/o Ryan
PO Box 4900, Dept 604
South
Scottsdale, AZ 85261
14327302
Cole of Charlotte NC, LLC
c/o Ryan
PO Box 4900, Dept 604
Southeast
Scottsdale, AZ 85261

TABLE 3: SUMMARY OF SOIL ANALYTICAL RESULTS FOR VOCS AND SVOCS EPA METHODS 8260 AND 8270D
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, North Carolina
ECS Project No. 49-6535-L
Parameter
ANALYTICAL RESULTS
COMPARISION CRITERIA
Sample ID
MW1-15
MW1-25
MAXIMUM SOIL CONTAMINANT CONCENTRATIONS
FOR VARIOUS EXPOSURE SCENARIOS
(mg/kg)
Collection Date
1/15/19
SOIL TO GROUNDWATER
RESIDENTIAL
INDUSTRIAL/COMMERCIAL
Volatile Organic Compounds by EPA Method 8260
n-Butylbenzene
0.0085
4.3
626
16,350
sec-Butylbenzene
0.0127
0.0067
3.3
626
16,350
Ethylbenzene
0.0059
4.9
1,560
40,000
Isopropyl benzene (Cumene)
0.0065
0.0055
1.7
1,564
40,880
p-Isopropyltoluene
0.0277
0.0147
0.12
100
4,000
Methylene Chloride
0.0321
).0212
0.02
85
763
Naphthalene
0.112
0.0359
0.16
313
8,176
n-Propylbenzene
0.0074
0.0085
1.7
626
16,350
1,2,4-Trimethyl benzene
1 0.0831
1 0.0535
8.5
782
20,440
1,3,5-Trimethyl benzene
1 0.0296
0.0133
8.3
782
20,440
Semivolatile Organic Compounds by EPA Method
8270D
1-Methylnaphthalene
12.3
0.004
20
100
2-Methylna hthalene
9.46
3.6
63
1,635
Notes:
Results presented in milligrams per kilogram (mg/kg), analogous to parts per million (ppm)
BRL = Below Laboratory Reporting Limit
PSRG = Inactive Hazardous Sites Branch Preliminary Soil Remediation Goals (February 2018)
Bold denotes concentration exceeds the IH! the Soil -to -Water Maximum Contaminant Concentration
Underline denotes concentration exceeds the IHSB Industrial/Commercial PSRG
Italics denotes concentration exceeds the IHSB Protection of Groundwater PSRG
NS = No Standard
J = Detected but below the Reporting Limit; therefore, result is an estiamted concentration
VOCS - Volatile Orgainc Compounds
SVOCS - Semi -Volatile Orgainc Compounds

TABLE 4: SUMMARY OF SOIL ANALYTICAL RESULTS FOR ALIPHATIC AND AROMATIC FRACTIONS BY MADEP METHOD
PROJECT: MEADOW OAK INDUSTRIAL
ECS PROJECT NO: 49-6535-L
SOIL SAMPLE: MW1-15
MAXIMUM SOIL CONTAMINANT CONCENTRATIONS (MSCCs)
1
DEPTH OF COLLECTION: 15 FOOT
FOR VARIOUS EXPOSURE SCENARIOS
DATE OF COLLECTION: 01/15/2019
(mg/kg)
CONCENTRATION
SUM OF
DETECTED BY
VPH AND EPH
TOXICOLOGICALLY DEFINED HYDROCARBON
ANALYTICAL HYDROCARBON
ANALYTICAL LABORATORY
CONCENTRATIONS
FRACTION
FRACTION
METHOD (mg/kg)
(mg/kg)
SOIL TO GROUND WATER
RESIDENTIAL
INDUSTRIAL/COMMERCIAL
C5 - C8 ALIPHATICS
C5 - C8 ALIPHATICS
VPH <3.5
<3.5
68
939
24,528
C9 - C18 ALIPHATICS
C9 - C12 ALIPHATICS
VPH 49.3
530.3
540
1,500
40,000
C9 - C18 ALIPHATICS
EPH 481
C19 - C36 ALIPHATICS
C19 - C36 ALIPHATICS
EPH <144
<144
CONSIDERED IMMOBILE
31,000
810,000
C9 - C22 AROMATICS
C9 - C10 AROMATICS
VPH 25.1
307.1
31
469
12,264
C11 - C22 AROMATICS
EPH 282
SOIL SAMPLE: MW1-25
MAXIMUM SOIL CONTAMINANT CONCENTRATIONS (MSCCs)
DEPTH OF COLLECTION: 15 FOOT
FOR VARIOUS EXPOSURE SCENARIOS
DATE OF COLLECTION: 01/15/2019
(mg/kg)
CONCENTRATION
SUM OF
DETECTED BY
VPH AND EPH
TOXICOLOGICALLY DEFINED HYDROCARBON
ANALYTICAL HYDROCARBON
ANALYTICAL LABORATORY
CONCENTRATIONS
FRACTION
FRACTION
METHOD (mg/kg)
(mg/kg)
SOIL TO GROUND WATER
RESIDENTIAL
INDUSTRIAL/COMMERCIAL
C5 - C8 ALIPHATICS
C5 - C8 ALIPHATICS
VPH 8.2
8.2
68
939
24,528
> OR = 18.2
C9 - C18 ALIPHATICS
C9 - C12 ALIPHATICS
VPH 18.2
BUT
540
1,500
40,000
C9 - C18 ALIPHATICS
EPH <13.6
<31.8
C19 - C36 ALIPHATICS
C19 - C36 ALIPHATICS
EPH <13.6
<13.6
CONSIDERED IMMOBILE
31,000
810,000
> OR = 17.6
C9 - C22 AROMATICS
C9 - C10 AROMATICS
VPH 7.6
BUT
31
469
12,264
C11 - C22 AROMATICS
EPH <13.6
<21.2
SAMPLES ANALYZED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONEMNTAL PROTECTION (MADEP) METHOD
mg/kg - MILLIGRAMS PER KILOGRAM
VPH -VOLATILE PETROLEUM HYDROCARBONS.
EPH - EXTRACTABLE PETROLEUM HYDROCARBONS.
BOLD TEXT INDICATES MSCC FOR SOIL TO GROUNDWATER EXPOSURE SCENARIO WAS EXCEEDED.
MADEP - MASSACHUSETTS DEPARTMENT OF ENVIRONEMNTAL PROTECTION

TABLE 5: SUMMARY OF GROUNDWATER ANALYTICAL
RESULTS FOR VOCS AND SVOCS
BY STANDARD METHOD 6200B AND EPA METHOD 625.1
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, North Carolina
ECS Project No. 49-6535-L
Parameter
ANALYTICAL RESULTS
Sample ID
MW-1
Collection Date
1/18/19
Volatile Organic Compounds by Standard Method 6200B
No Volatile Organic Compounds by Standard Method 6200B
Semi -Volatile Organic Compounds by EPA Method 625.1
No Semi -Volatile Organic Compounds by EPA Method 625.1

TABLE 6: SUMMARY OF GROUNDWATER ANALYTICAL RESULTS FOR ALIPHATIC AND AROMATIC FRACTIONS
Former Charlotte Correctional Center
4101 Meadow Oaks Drive
Charlotte, North Carolina
ECS Project No. 49-6535-L
SAMPLE ID: MW-1
DATE COLLECTED: 01/18/2019
NORTH CAROLINA REGULATORY LIMITS
CONCENTRATION
SUM OF
GROSS
DETECTED BY
VPH AND EPH
15A NCAC 2L
CONTAMINANT
TOXICOLOGICALLY DEFINED HYDROCARBON
ANALYTICAL HYDROCARBON
ANALYTICAL
LABORATORY
CONCENTRATIONS
STANDARD
LEVEL
FRACTION
FRACTION
METHOD
(ug/1)
(ug/1)
(ug/1)
(ug/1)
C5 - C8 ALIPHATICS
C5 - C8 ALIPHATICS
VPH
<50.0
<98.0
420
42,000
C9 - C12 ALIPHATICS
VPH
<50.0
C9 - C18 ALIPHATICS
<148
4,200
4,200,000
C9 - C18 ALIPHATICS
EPH
<98.0
C19 - C36 ALIPHATICS
C19 - C36 ALIPHATICS
EPH
<98.0
<98.0
42,000
42,000,000
C9 - C10 AROMATICS
VPH
<50.0
C9 - C22 AROMATICS
<148
210
210,000
C11 - C22 AROMATICS
EPH
<98.0
SAMPLES ANALYZED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONEMNTAL PROTECTION (MADEP) METHOD
VPH -VOLATILE PETROLEUM HYDROCARBONS.
EPH - EXTRACTABLE PETROLEUM HYDROCARBONS.

APPENDIX A
NOTICE OF REGULATORY REQUIREMENTS
NOVEMBER 9, 2018

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
MICHAEL SCOTT
Director
Adam Duerr
Exeter 4100 Meadow Oak, LLC
6285 Barfield Road, Suite 224
Atlanta, GA 30328
Dear Mr. Duerr:
NORTH CAROLINA
Environmental Quality
November 09, 2018
Re: Notice of Regulatory Requirements
15A NCAC 2L .0405
Risk -based Assessment and Corrective Action
for Petroleum Underground Storage Tanks
Exeter Meadow Oak
4101 Meadow Oak Drive, Charlotte
Mecklenburg County
Incident number: 40849
Risk Classification: Unknown
The UST Closure Report received by the UST Section, Division of Waste Management,
Mooresville Regional Office on October 24, 2018 has been reviewed. The report indicates that soil
contamination exceeds the lower of the residential or soil -to -groundwater maximum soil
contaminant concentration (MSCCs) established in Title 15A NCAC 2L .0411. Therefore, the UST
Section hereby confirms that you must comply with assessment and reporting requirements of Title
15A NCAC 2L .0405, within the timeframes specified in the attached rule.
The requirements of Title 15A NCAC 2L .0405 include the preparation and submittal of a
Limited Site Assessment (LSA) Report, in accordance with the rule and the most recent version of
the Guidelines forAssessment and Corrective Action for UST Releases, within 120 days of discovery of
the release.
Because a release or discharge has been confirmed, a Licensed Geologist or a Professional
Engineer, certified by the State of North Carolina, is required to prepare and certify all reports
submitted to the Department of Environmental Quality in accordance with Title 15A NCAC
2L .0103(e) and 2L .0111(b).
NORTH C+4RpL'Yn� Q�5
uf EmlmmYeHsl 9� r
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville. North Carolina 28115
704.663.1699

Please note that before you sell, transfer, or request a "No Further Action" determination for
a property that has not been remediated to below "unrestricted use" standards, you must file a
Notice of Residual Petroleum ("Notice") with the Register of Deeds in the county where the
property is located (NCGS 14313-279.9 and 14313-279.11).
Failure to comply with the State's rules in the manner and time specified may result in the
assessment of civil penalties and/or the use of other enforcement mechanisms.
If you have any questions regarding trust fund eligibility or reimbursement from the
Commercial or Noncommercial Leaking Petroleum Underground Storage Tank Cleanup Funds,
please contact the UST Section Trust Fund Branch at [phone]. If you have any questions
regarding the actions that must be taken or the rules mentioned in this letter, please contact me by
email at [e-mail] or telephone at [phone].
Sincerely,
a �Je{�cl
Trudy Beverly, L.G.
Hydrogeologist
Mooresville Regional Office
UST Section, Division of Waste Management, NCDEQ
cc: Shawna Caldwell, Mecklenburg County Health Department
Joseph Nestor, Matt McDuffie, Michelle Forness, & Brandon Fulton, ECS Southeast, LLP (via
email)
NORTH C.4R0.'+1A�E Q�
un of En- r,nn H-, 9Nor
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville. North Carolina 28115
704.663.1699

APPENDIX 6
WATER SUPPLY WELL QUESTIONNAIRES
AND
TRACKING INFORMATION

ECS SOUTHEAST, LLP "Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F
NC Registered Geologists Firm C-406
-406
SC Registered Engineering Firm 3239
January 9, 2018
Lakepointe Corporate Center Associates, LLC
c/o Childress Klein Properties, Inc.
301 S College Street
Charlotte NC 28202
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14304123
Cascade Pointe Boulevard
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS (jnestoreecslimited.com).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecsiimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
fit, ?(, -7q f-b- '
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
0nestor ecslirnited.com [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed
01 /08/2019
Identity
Parcel ID
IGIS ID
14304123
114304123
Property Characteristics
Legal desc
TR-1 M33-709
Land Area
2.111 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NC CORP
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
IN:VIEW FEMA FLOODPLAIN TO VERIFY
Community Flood
Zone
IN:VIEW COMMUNITY FLOODPLAIN TO
VERIFY
Ownership
Owner Name
Mailing Address
C/O CHILDRESS KLEIN
PROPERTIES INC
301 S COLLEGE ST
CHARLOTTE NC 28202
LAKEPOINTE CORPORATE
CENTER ASSOCIATES LLC
301 S COLLEGE ST
CHARLOTTE NC 28202
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
17703-255
09/01/2004
17703-249
09/01/2004
17703-241
09/01/2004
17703-235
09/01/2004
$8,470,000.00
17703-229
09/01/2004
09944-094
09/28/1998
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.02
Post Construction District
Jurisdiction Charlotte
District Central Catawba
Situs Addresses Tied to Parcel
CASCADE POINTE BV CHARLOTTE Stream Watershed Districts
Stream Watershed Name SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area 0.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds. plats, tax maps,

Polaris 3C Map — Mecklenburg County, Nord] Carolina
Date Printed: 1 /8/2019 6:48:00 PM
14307104
14304106
14304124 14304123
2211
. 222 I
7 1 2 � 353/1
/ 340
14304125
GII
14326112 1 14303133 f
S 1 3400 F
/14303106
10 Alp
�...�
d� 4
4320109
IL
1 6110 01 _
1 430310 - --
s
6111 1 •4 ���� ~~~ \I 1 03 14303105
4
14326114
*� 14327302 23 3 •14303198
} a 1 2 320 0
0 J9.0t75.035 0.07,E Miles � W E
113�61i15 i LI,. 190�z391 —�
r �-YrtcrY+vnt'R��-- �ti s
1
This map or report is prepared for the inventory r,' real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surreys, plani metric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for venfication. Mecklenburg County and its mapp;ng contractors assume no legal
responsibility for the information contained herein-

Request for Water Supply Well Information
A release of petroleum product or other .regulated material has occurred within 1500 feet of the property
receiving this survey_ This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L _0405_
IncidentNambei 40849 Incident Name Exeter Meadow Oaks
('The above inftarnaation is to be completed by Responsl e . - or Tileir representative)
Please Provide the Follo-%x-iug Information (to the best of your knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey _
Cit
Y Gontnty
What is the source of drinking water for this property? Public Water .l Water Supply Well I Stream Intake 7
Other lease explain below
Is there a water supply well on this ,property? Yes 1 No If "No" disregard remaining questions and returni survey
Dame and address of owner(s) of property with water supply well
Hole many water supply wells are on this property?
INhat .is the well(s) used for? (check all that apply) Thinking . Irrigation . Swimming Pool
Water Livestock , Other (specify) . I'Vel.l not used
How mails residences are connected to the well (list addresses)?
How deep is the well(s)? Date well was installed'
What is the casing depth of the well(s)?
JA711at is the screen inter -,-al of the well(,,)?
Additional water supply well information,
(This hart to be completed by Responsible Party or their representative)
Please return completed survey to by January30, usltlg ogle of the follojti-ing
ECS Southeast, LLP; 2019
methods:
Fax to C61; •L1_1:1.1:1
�.'YTaIl tll
�.
Fcti 5r�utneasl, I.,I»1 ,. L1[lu: i Nestor; 1812 r.e„1*,i- Pc,rit 17rive guile n; Citar•intte, NC 111217
3. Telephone [phone]
4. E-mail to [e-mail]
It t (--m have aIn giiestions. please coliiact r ie l'OilSi�17",dicated abo5: e or t.tle '-NC DENR. Di'.'1�IO11 a.f ET�'aste
.�rallagetlie¢:t. UST Section Trl.idy lltvcrly Regional Office a. 704-235-21112

ECrwSex
ECS SOUTHEAST, L L P "Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F
NC Registered Geologists Firm C-406
-406
SC Registered Engineering Firm 3239
January 9, 2018
Lakepointe Corporate Center Associates, LLC
c/o Childress Klein Properties, Inc.
301 S College Street
Charlotte NC 28202
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14304124
Cascade Pointe Boulevard
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS ([e-mail]).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

January 9, 2019
If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
r
� q,x�f-ojz "
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12
!6-

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed
Identity
Parcel ID GIS ID
14304124 114304124
Property Characteristics
Legal desc
COS M33-709
Land Area
0.599 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
INDIVIDUAL
Municipality
CHARLOTTE
Property Use
INDUSTRIAL COMMON AREA
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer No
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
CASCADE POINTE BV CHARLOTTE
01 /08/2019
Ownership
Owner Name Mailing Address
C/O CHILDRESS KLEIN 301 SOUTH COLLEGE ST
PROPERTIES UNIT 2800
CHARLOTTE NC 28202
LAKEPOINTE CORPORATE 301 SOUTH COLLEGE ST
CENTER PROPERTY UNIT 2800
OWNERS ASSOCIATION CHARLOTTE NC 28202
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
31469-71
12/30/2016
17703-255
09/01/2004
17703-249
09/01/2004
17703-241
09/01/2004
17703-235
09/01/2004
$8,470,000.00
17703-229
09/01/2004
09944-094
09/28/1998
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.02
Post Construction District
Jurisdiction
Charlotte
District
Central Catawba
Stream Watershed Districts
Stream Watershed Name
I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area
0.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
Date Printed: 1/8/2019 6:48:00 PM
14307104
2221 14304106
14304124 4123
221,
222
. ... . ... 3408
Ilk, 25 143041
14326112 t 14303133
3400/
/14303106
-ere
01
f4,30310
14303105
14326114
1432-73W
14303198-
2320 4123 qlM p� 0 N
•. . 1111111,111, E
kO �0.0f75.035 0.071 Miles
.1 91 A It
AII
This map or report is prepared forthe inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein.

ly3C)y lay
Cc, 5e"1 de- PC, %V1
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number; 40849 Incident NaMeL Exeter Meadow Oaks
(The above inforivatian Is to a completed ley Responsi a ,ofleir represeit a I` >?
Please Provide the Following Information {to the best of -our knowledge)
Name and telephone number of person completing the survey
Address ofproperty receiving sun�ey _
City Count
What is the source of drinking water for this property? Public Water 1 Water Supply Well / Stream Intake f
Other lease explain below'
Is there a water supply- well on this property? Yes / No If "No" disregard remaining questions and return sur�we.
Name and address of owner(s) of property with water supply well
Hole maIly water su2ply wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation Swimming Pool
Water Livestock Other (specify) Well not used
Hoxx many residences are connected to the well (list addresses)?
How deep is the well(s)? Date -well -ovas installed"
iArhat is the casing depth of the well(s)?
What is the screen interval of the well(s)?
Additional water supply well information:
is Dart to be completed by Responsible Party or their representati--e)
ase return completed surAre r to by January 30, using one of the following
ECS Southeast, LLP; 2019
t11'
F!,
ar• to
:O
ECT Southeast, LLP; Attn: j Nestor: 181Z Cei,ter Park Drive S,aite D; Charlotte. NC 28ZI7
_ , Telephone [phone]
4. E-mail to [e-mail]
It y'Clll have ally CiLle5tI0I15- l3 ease col:;aCt t e consultant indicated abme or the V(=' DE\R DES i�1o11 of Wa;te
1�1,wagenler.t. 1 ST Section Trudy Beverly Regional Office a 704-235-2182

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
January 9, 2018
City of Charlotte
Property Management
600 East 4th Street
Charlotte NC 28202
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14311110
2801 Horseshoe Lane
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ, ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS (inestar(Tecslimited.cam).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 1 2
Ri-

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 01 /08/2019
Identity
Parcel ID
GIS ID
14311110
114311110
Property Characteristics
Legal desc
NA
Land Area
9.67 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
EXEMPT
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer I Yes
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUTMIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
2801 HORSESHOE LN CHARLOTTE
Ownership
Owner Name
Mailing Address
CITY OF CHARLOTTE
600 E 4TH ST
CHARLOTTE NC 28202
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
16223-893
10/02/2003
$580,000.00
08/23/1994
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.03
Post Construction District
Jurisdiction
Charlotte
District
Central Catawba
Stream Watershed Districts
Stream Watershed Name
I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area
10.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
Date Printed: 1/8/2019 3:35:29 PM
14309107 �44y e
I ` 143 0,7.104 N.
I{I $N
i
143267,12'' •
`t
— ��ear< Lace
s �
Ilk g `�
14326109
14�
a�
432 304 ; p , 14326114
R
14327302
43263 `�� 14326116'
sNo
{1„b12�ip 0.05 Miles 14327
do
1432 6117
his map or report is prepared tortNe i ventory of re propertywt in MeCAlOnUL ecorded deeds, p a s, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal reWonsibility for the information contained heroin.

1143i1110
Q66l Hoa�,�l�oe L-, e
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405-
Incident Number: 40849 Incident Name Exeter Meadow Oaks
(Tile above information is t0 be completed by Responsi e Fany or their represell a 1Vt
Please Provide the Following Information (to the best of your knowledge)
Name and telephone number of person completing the survey
Address of property receiving surrey
c1ty County
What is the source of drinking water for this property? Public Water / -Water Supply Well / Stream Intake Other (please : lease explain below
IS there a water supply well on this property? Yes / No If "No" disregard remaining questions and return stuvey
Name and address of owner(s) of property with water supply well
How many water supply wells are on this property?
What is the well(s) used for? (check all that apply) .Drinking . Irrigation . Swimming Pool
Water Livestock , Other (specifi.) Well not used
Hoti+ many residences are connected to the well (list addresses)?
How deep is the well(s)? Late well was installed^
What is the casing depth of the well(s)?
1A711at is the screen inter,,al of the well(s)?
Additional water supply well information:
(Tills part to be completed by Responsible Party or their representative)
Please returIl completed .Survey to by January 30, using one of the following
111eChOdS: ECS Southeast, LLP; 2019
Fax to :1:.
io
ECS Southeast, 1111; Attu: j Nestor; 11312 (:enter Park Drive Suite 1); Charlotte, NC 28L,17
3 Telephone [phone]
-1 E-mail to [e-mail]
If ycm have ally questioIs. please collt;lct the coIlsultant indicated abo-., e or the NC' DE R. DIA-IS1011 of %Waste
Mai-agenient_ UST Section I' tidy Deveily Regional Office 1 701 '!35-2t1.i2

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
January 9, 2018
Naman Cascade, LLC
c/o Naman Hotels
PO Box 4540
Florence SC 29502
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14304122
2227 Cascade Pointe Boulevard
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS (ir,estor2ecslimited.com).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E. Matthew H. McDuffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed
Identity
Parcel ID GIS ID
14304122 114304122
Property Characteristics
Legal desc
TR-2 M33-709
Land Area
4.183 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NON -NC CORP
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer I No
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
IN:VIEW FEMA FLOODPLAIN TO VERIFY
Community Flood
Zone
IN:VIEW COMMUNITY FLOODPLAIN TO
VERIFY
Situs Addresses Tied to Parcel
2227 CASCADE POINTE BV CHARLOTTE
01 /08/2019
Ownership
Owner Name
Mailing Address
NAMAN CASCADE LLC
PO BOX 4540
FLORENCE SC 29502
C/O NAMAN HOTELS
PO BOX 4540
FLORENCE SC 29502
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
30309-703
09/29/2015
$1,800,000.00
11709-156
11/09/2000
$1,400,000.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.02
Post Construction District
Jurisdiction
Charlotte
District
Central Catawba
Stream Watershed Districts
Stream Watershed Name
I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area
10.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, Noi-th Carolina
y" I
14326112
Date Printed: 1/8/2019 6:48:00 PM
4
14307104 g �'
2221
14304124 14304123
3408'
14304125
i
f� 14303133 I
3400
143031
r •
326109 I .
1 6110 •
4 01
1!430310
11'0— i 303_ 14303105
1► �. � 14326114
`� q .� 14327 2300 •�14303198 N
°j 320 3 0 �`-�M1
0,10 j0 t75.035 0.071 Miles d' 739s
y 'Y 7'3
-=•Yoritltloni'R�!_— I,I S
This map or report' is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public recordsand data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein.

tti30 y/a,)-
a a��
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code A .0405.
Incident Number: 40849 Incident Name
(The above information is to be completed by Response
Exeter Meadow Oaks
e earty or tricar represeli a ve.
Please Provide the Following Information (to the best of your knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey
City Colulty
What is the source of drinking water for this property? Public Water % «rater Supply Well J Stream Intake /
Other Iease explain below
Is there a water supply well on this property? Yes P �No If "No" disregard remaining questions and return sure, ey
Name and address of owner(s) of property with water supply well
Hole maIly water supply wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation Swimming Pool
Water Livestock , Other (specify) - Well not used
Hole many residences are connected to the well (list addresses)?
Hoye deep is the well(s)? Date well was installed'
What is the casing depth of the x-,'ell(s)?
What is the screen inter. -al of the w ell(s)?
Additional water supply well information:
(This part to be completed by Responsible Party or their representative)
Please return completed Sur;-ey to by J.anuaryN, uslilg one of the following
methods:ECS Southeast, LLP; J 2019
1. Faxto
— V1,411 to i.
LY tfietist, LI.S , Hive J Nr%urr If31"l Center Park Drive 5uhr Q; fharls�ite, N{: 'Lt3L 17
3. Telephone -280-7422
;170
4. E-mail to tor @ ecsliinited.coin
It you have aIiv clues,loIls. please contact t le considtom 111d1cated above or the -N DENR. Dr,-'iion of Xaste
\I3llagelilei7t_ UST SCCtloll Trudy Beverly Regional Office a 7()e}-2.�$-LYf32

ECS SOUTHEAST, LLP
"Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F-1078
NC Registered Geologists Firm 0-406
SC Registered Engineering Firm 3239
January 9, 2018
BIFIN, LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
Charlotte NC 28208
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14326109
Oak Lake Boulevard
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS ([e-mail]).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
inestor ecslimited.corn [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12
®I"

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 01/08/2019
Identity i Ownership
Parcel ID GIS ID Owner Name
14326109 114326109 INC %BIESSE AMERICA
Property Characteristics
Legal desc
M57-390
Land Area
10.023 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NC CORP
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer I Yes
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
LTD BIFIN
Mailing Address
4110 MEADOW OAK DR
CHARLOTTE NC 28208
4110 MEADOW OAK DR
CHARLOTTE NC 28208
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
23277-346
01/15/2008
10078-236
11/30/1998
$862,000.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.03
Post Construction District
Jurisdiction Charlotte
District Central Catawba
Stream Watershed Districts
Stream Watershed Name I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area 0.00 sq ft
Situs Addresses Tied to Parcel
OAK LAKE BV CHARLOTTE
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G .Map — Mecklenburg County, North Carolina
Date Printed: 1/8/2019 3:35:29 PM
14309107
_ 1
1430110
g
.t
1432s11r'
S 1
ti =
1
i
" J��y (�•a�99
14326109 � � ��
14�
i
432$301 Q 14326114
��1g9
IN
A
r 730Z
43Z63 14326116 �,� y0
lk �.
1431 2+372 4 6115 PV ^y3`
LIP 0,0rA0 , 0.05 Miles
ti
14326117
This map or report is prepared for the Inventory of real property w l InMecklenburg Munty and Is compiled om reoor a dee s, patslax maps, %irveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for veriflcation. Mecklenburg Count and Its mapp[nq contractors assume no legal responsibilityforthe information contained herein.

1y3C�L61U�
co, U Lake NJ
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey- This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number: 40849 Incident Name Exeter Meadow Oaks
(The above information is to be completed by Responsitne Yam or meir represen a eye
Please Provide the Following Information (to the best of your knowledge)
Frame and telephone number of person completing the survey
Address of property receivvig survey
Cit county
What is the source of drinking water for this property? Public Water 1 Water Supply Well 1 Stream Intake 1
Other lease explain below
Is there a water supply well on this property? Yes 1 No If "No" disregard remaining questions and return curve
Name and address of owner(s) of property with water supply well
Hole many water supply wells are on this property?
What is the well(s) used for? (check all that apply) .Drinking . Irrigation . Swimming Pool
Water Livestock , Other (Specify) . Well not used
Hole many residences are connected to the well (list addresses)?
Hole deep is the well(s)? Date well was installed^
What is the casing depth of the w e.11(s)?
What is the screen interval of the well(S)7
Additional water supply well information:
(This part to be completed by Responsible Party or their representative)
Please return completed sun ey to by lanuary.10, using one of the following
methods.-ECS Southeast, LLP; 2019
?. Fax to
all to
ECS Southeast. LLP; Aan: I Nestor; 1812 Center ]?ark. Drive Suite U; Chariour, NC 28.217
3. Telephone [phone]
4. E-1na11 to [e-mail]
It vc)u have any quesuoas5 please contact the consultaIlt 111d1Cated above or the SIC DF—NR. Dii-B1Qn of lVa ste
��Ial.agenlent, L ST Section f'rt�dy Beverly Regional Office' a 7i7q-?3a 2.11i'271

EiECS SOUTHEAST, LLP "Setting the Standard for Service"
mi. Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F NC Registered Geologists Firm C-406-406
SC Registered Engineering Firm 3239
January 9, 2018
BIFIN, LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
Charlotte NC 28208
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14326110
Oak Lake Boulevard
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS ([e-mail]).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.eeslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
?.(n P. 71,E
fit, X -7q e-DJJ.,'
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
0nestor ecslimited.com [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed
Identity
Parcel ID I GIS ID
14326110 114326110
Property Characteristics
Legal desc
M57-390
Land Area
2.916 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NC CORP
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Post Construction District
Water Quality Buffer Jurisdiction Charlotte
Parcel Inside Water Quality Buffer I No District Central Catawba
01/08/2019
Ownership
Owner Name
Mailing Address
% BIESSE AMERICA INC
BIFIN LTD
PO BOX 19849
CHARLOTTE NC 28219
Deed Reference(s) and Sale Price
Deed Sale Date I
Sale Price
07712-794 03/23/1994
1 $182,000.00
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
OAK LAKE BV CHARLOTTE
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.03
Stream Watershed Districts
Stream Watershed Name SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area 1 0.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map - Meddenburg County, North Carolina
Date Printed: 1/8/2019 3:35:29 PIVI
14309107
1 430u
JOL
p-11 2"'
014,31111-10
4b
%J ILA 119
14326109
i0o
—pOWITJ
14326114
'90
< 7302
4326 143261111116
0.05 Miles
1 6117
This map or report is prepared for the lhvenbry of real property within Macklen5—u—rg7-aunty an scampi a ram moord dee s p 914 tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification Mecklenburg County and its mapping contractors assume no legal responsibility for the Information contained herein_

rLi-'2)a(��v
O o, V_ Lc, vice Q)
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L _0405-
Inr..identNurnber: 40849 Incident Name
(The above information is to be completed by Respons}
Exeter Meadow Oaks
e. Party or t1leir represen a ive
Please Provide the Following Information (to the best of -our knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey
CitV County
What is the source of drinking water for this property? Public Water /Water Supply Well / Stream Intake /
Other lease explain below
Is there a water supply well on this property? Yes / No If "No" disregard remaining questions and return stuvey
Name and address of owner(s) of property with ~Dater supply well
How many water supply wells are on this property?
-%Vhat is the wells): used for? (check all that apply) Drinking - Irrigation . Swimming Pool
Water Livestock , Other (specify) . 'Well not used
Hou.- many residences are connected to the well (list addresses)?
Hov., deep is the well(s)? Date well was installed?
R'hat is the casing depth of the we11(s)?
Whit is the screen interval of the well(s)?
Additional water supply well information:
(This part to be completed by Responsible Party or their representative)
Please return coipleted sur, e Y' to - b-y January 30, using one of the following
ECS Southeast, LLP; 2019
rnetlwcls: --
:. Fax to
. ir-iall to
,. ,
-CS Snut.heast, LLP; Attn: I iVesfpr: 1812 Center Park l'}rit r Stu[r D; f;harlo[lc, NC f$2l7
3. Telephone [phone]
4, E-inatl to [e-mail]
It you have any questions_ please coi:tact t ie consultant indicated above or the NC* DENR Division of -Waste
"tiai'agenler.t_ L tiT Section l'rucEyBe�erly ReLnonal Office ?t� 7f]•{-235.2I82

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
January 9, 2018
Spratt Legacy Partners, LLC
PO Box 43586
Charlotte NC 28215
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14326114
Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS (jnestoreecslimited.com).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E. Matthew H. McDuffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed
Identity
Parcel ID
IGIS ID
14326114
114326114
Property Characteristics
Legal desc
NA
Land Area
2.134 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
INDIVIDUAL
Municipality
CHARLOTTE
Property Use
COMMERCIAL
Zoning
Contact appropriate Planning Department or see Map.
01/08/2019
Ownership
Owner Name Mailing Address
SPRATT LEGACY PO BOX 43586
PARTNERS LLC CHARLOTTE NC 28215
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
28581-428
08/01/2013
28581-423
08/01/2013
Site Location
ETJ Area Charlotte
Charlotte Historic District No
Charlotte 6/30/2011 Annexation Area No
Census Tract # 39.03
Water Quality Buffer Post Construction District
Parcel Inside Water Quality Buffer I No Jurisdiction Charlotte
FEMA and Community Floodplain District I Central Catawba
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
MEADOW OAK DR CHARLOTTE
Stream Watershed Districts
Stream Watershed Name I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area 10.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
14309107
H
Date Printed: 1/8/2019 3:35:29 PM
I. - - 1. ■ !.
143261.12'
'! 4311110� r
I
IP
00 a 1 U �T
14326109
1
I a"'
by
1432�301A 14326114 f
�r
1 432630 14326116
1 0 '�
1m ', 0.05 Miles w % r �' 1
by
�!y�ryt�
14326117 / Z "< 12r
ThIs map or report Is prepared for the lnvenlory ❑ real property within Mecklenburg ounty and iscampiled From recorded deeds, p ats� tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification- Mecklenburg County and As mapping contractors assume no legal rosponsibillty for the information contained herein.

1LA 3,;�6 119
4A &L,j C)C1V bQ ,vim
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405-
Inc.identNumber: 40849 Incident Name Exeter Meadow Oaks
(Tile above information is to be completed by Responsible Fam or mear represen a ive
Please Provide the Following Information (to the best of sour knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey
city County
What is the source of drinking water for this property? Public X ater / Water Supply Well d Stream Intake 7
Other lease explain below
Is there a water supply well on this property'. Yes I _\ o If "No" disregard remaining questions and return survey
Name and address of owner(s) of property with water supply well
How many water su ly wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation - Swimmine Pool
Water Livestock . Other (Specify) I'Ve.11 not used
How many residences are connected to the well (list addresses)?
How deep is the. well(s)? Date well was installed?
What is the casing depth of the Well(S)7
What is the screen interval of the W el1(s)?
Additional water supply well informatioll:
(This part to be completed by Responsible Part-,- or their representative)
Please return completed surve v to by January 30, using one of the following
ECs Southeast, LLP; 2019
111et110C1S:
1. Fax t(1
� - !�,Iail to ]
I. --.CS Southeast, LLl'; Attn: J Nestor; 1t3I:. ceiaer I7 atic Drive sti,tt D; C11nrlcatta, H{: 28217
3. Telephone [phone]
4. E-mail to [e-mail]
If � ou have anv questions- please con —.act t 7e consultant Indicated above or the -NC DE'R- Divisic-In of Waste
_teat ageillet:t. L ST Section 1 rudy f3e�erEy Regional Office a 704-23S.22E32

ECS SOUTHEAST, LLP
"Setting the Standard for Service"
i:.. Geotechnical • Construction Materials • Environmental • Facilities
January 9, 2018
BIFIN, LTD
c/o Biesse America, Inc.
4110 Meadow Oak Drive
Charlotte NC 28208
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14326111
4110 Meadow Oak Drive
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
NC Registered Engineering Firm F-1078
NC Registered Geologists Firm C-406
SC Registered Engineering Firm 3239
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requeststhat you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS (inestor , ecslimited.com).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E.
Senior Environmental Project Manager
[e-mail])
704-200-3436
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12
Matthew H. McDuffie, P.G.
Principal Geologist
mmcduffieC4)ecsli_m ted.co_m
704-525-5152

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 01/08/2019
Identity
Parcel ID GIS ID
14326111 114326111
Property Characteristics
Legal desc
TR 1 H M25-407
Land Area
3.2 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NC CORP
Municipality
CHARLOTTE
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer No Post Construction District
Ownership
Owner Name
Mailing Address
C/O BIESSE AMERICA INC
PO BOX 19849
CHARLOTTE NC 28219
BIFIN LTD
PO BOX 19849
CHARLOTTE NC 28219
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
07333-539
06/09/1993
1$204,000.00
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
I TO VERIFY
Situs Addresses Tied to Parcel
4110 MEADOW OAK DR CHARLOTTE
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
39.03
Jurisdiction Charlotte
District Central Catawba
Stream Watershed Districts
Stream Watershed Name I SUGAR
Built -Upon Area Restriction
Allowed Built -Upon Area 0.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
Date Printed: 1/8/2019 3:35:29 PM
14309107
1434,
2 ,N 4�1 12'
1430110
4V
1p
14326109 j Lis
i0o
14326114
7302
14326116
N -
0.05 Miles 14327
V 1432 6117
s map or report is prepared-forthe Inventoryof real property within Mecklenburg aunty and Iscamp lled from rmccorded dee s p ats, WK maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary Information sources
should be consulted for verification. Mecklenburg County and its ma In contractors assume no legal responsibility for the information contained herein.

Iy3a(,Ii�
Ll I I Mec dot.j Optk Diz,W—
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number: 40849 Incident Name Exeter Meadow Oaks
(The above information is to be completed by Respazisi e P.-my ci err represen a ive
Please Provide the Following Information (to the best of your knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey
City County
What is the source of drinking seater for this property? Public Water ater Supply Wen / Stream Intake I
Other lease explain below)
Is there a xvater supply well on this property? Yes I No If -No" disregard remaining questions and return surrey
Name and address of owiler(s) of property with water supply well
Hour malty water supply wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation . Swimming Pool
Water Livestock Other (specify) - AVell not used
Hour many residences are connected to the well (list addresses)?
How deep is the w ell(s)? Date well was installed``
What is the easing depth of the well(s)?
What is the screen interval of the well(s)?
Additional water supply well information
(This part to be completed by Responsible Party or their representat've)
Please return completed survey to bS- January 30, using one of the following
CS Southeast, LLP; 2019
methods: E
1 Fax to i.OL`,lla;lt!tS }.'-1
.:+Tall to
ECS Snuthe:15I. UP; Aum J Nestar; 1812 Center Park Dhve Suite D; Charlotte, NC 28217
3. Telephone [phone]
4. E-mail to I [e-mail]
Tf you has: e aIiv iities llons- p eise cot::ac[ t le Lf]tI5111t lllC lIldicated abo.•e of the _NC DENR. Divisinn of'Va&te
.tiJlnzigelllect. UST Section Trmly Beverly, Regional Office a 7Ur4-2:i,-'21i,92

f
to.
ECS SOUTHEAST, L L R "Setting the Standard for Service"
u. Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F NC Registered Geologists Firm C-406-406
SC Registered Engineering Firm 3239
January 9, 2018
Cole of Charlotte NC, LLC
c/o Ryan
PO Box 4900, Dept 604
Scottsdale, AZ 85261
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14327301
2400 Yorkmont Road
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ.)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS ([e-mail]).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.eeslimited.com

If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12
E3c

Property Characteristics
Legal desc
M22-503
Land Area
7.27 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NON -NC CORP
Municipality
CHARLOTTE
Property Use
OFFICE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer No
FEMA and Community Floodplain
FEMA Panel#
3710452200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 01/08/2019
Identity Ownership
Parcel ID IGIS ID Owner Name
14327301 114327301 COLE OF CHARLOTTE NC
LLC
C/O RYAN
Mailing Address
PO BOX 4900 DEPT 604
SCOTTSDALE AZ 85261
PO BOX 4900 DEPT 604
SCOTTSDALE AZ 85261
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
27931-887
12/21/2012
$19,694,000.00
27276-738
04/17/2012
$0.00
27276-717
04/17/2012
$15,050,000.00
17604-540
08/10/2004
1$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
38.05
Post Construction District
Jurisdiction Charlotte
District Central Catawba
Stream Watershed Districts
Stream Watershed Name 71 SUGAR
Situs Addresses Tied to Parcel Built -Upon Area Restriction
2400 YORKMONT RD CHARLOTTE [Allow�edBlt-Upon Area 0.00 sq ft
2400 YORKMONT RD CHARLOTTE
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds. plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
14309107
1 ,
14311110
14�zs.1�r'
i
Date Printed: 1/8/2019 3:35:29 PM
Ip
■ 47
14326109 #
14 � 1
h�
1 26 1 a�
ti
a2 ao1 o+ - 14326114
CpA V-99
1 Y7302
43263 14326116
I 2 P
�.O'OIAm ti 0.05 Miles 143 3 , f
it MT I 14326111 '�
IMIS map or report is prepared for the Irventory at real property wlihin Mecklenburg aunty and iscompHed rrommreCOrdeddeeds, PINS, taX maps, surveys,
plan lmetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for v4ariflcation. Mecklenburg County and its mapping contractors assume no legal responsibility forthe information contained herein.

-75
a40d YOO
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey- This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number: 40849 Incident wine Exeter Meadow Oaks
(The above information is to e coipleted by Response a arty or eir represen a ive
Please Provide the Following Information (to the best of your knowledge)
Name and telephone number of person completing the survey
Address of property receiving survey _
City County
What is the source of drinking water for this property? Public MY'ater / Water Supply Well / Stream Intake l
Other lease explain below
Is there a water supply well on this property? Yes I No If "No" disregard remaining questions and return survey
Name and address of owner(s)of property- with water supply well
Hole many water su2,elN, wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation . Swimming Pool
Water Livestock , Other (specifV) Well not used
Hour mangy,• residences are connected to the well (list addresses)?
How deep is the well(s)? Date well was installed''
What is the casing depth of the rr e11(s)?
Whit is the screen,interval of the well(s)?
Additional water supply well information:
(This part to be completed by Responsible Part- or their representative)
Please return completed surve 4 to ECS Southeast, LLP; by]anuary 30, usirig one of the following
2019
methods.-
1.Fax to ,(:.o,:=t1*1t.1:<<.
�. Mail to
ECS Southeast, LLP; Attn: j Nestor; 1812 Center Park Drive Suite D; Charlotte, NC 28217
_ Telephone
704-280-7422
4. E-mall to [e-mail]
If y`ou have and" questions_ please cont.lct the consultant indicated above or the ti]C DFNR- Division of %'Waste
`Management, 'UST Section 'Trudy Beverly Realoi]31 Office 3 704-235-2102

G
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
January 9, 2018
Cole of Charlotte NC, LLC
c/o Ryan
PO Box 4900, Dept 604
Scottsdale, AZ 85261
Forwarded via Certified Mail
Re: Request for Water Supply Information
Tax Parcel 14327302
2300 Yorkmont Road
Charlotte, Mecklenburg County, North Carolina
ECS Project No. 49:6535-L
Dear Sir/Madame:
ECS Southeast, LLP (ECS) is performing an environmental investigation in regards to a release of
fuel oil which occurred from an underground storage tank (UST) located at the former North
Carolina Correctional Facility (Prison Camp #704) located at 4101 Meadow Oak Drive in Charlotte,
Mecklenburg County, North Carolina. ECS understands that the UST was owned and operated
by the North Carolina State Highway & Public Works Commission. You were identified thorough
the Mecklenburg County Geographic Information System as the owner of a tax parcel located
near the former North Carolina Correctional Facility. The specific tax parcel for which you were
identified as owner is referenced above.
The North Carolina Department of Environmental Quality (NCDEQ) has requested that steps be
taken to determine if water supply wells are in use near the former North Carolina Correctional
Facility. As is the policy of NCDEQ ECS is forwarding a questionnaire to you to make inquiry as
to whether a water supply well(s) is (are) present on the property which you own and, if so, to
request information regarding well construction details. The template for the questionnaire was
provided by NCDEQ. ECS requests that you also provide a telephone number and/or an email
address on the questionnaire in the event we need to follow up with you. (This information will
only be used for the purpose of investigating this release incident and will not be shared with
others with the exception of the NCDEQ)
ESC requests that you review, complete, and return the questionnaire to ECS by January 30, 2018.
A self-addressed stamp envelop is enclosed for your convenience. If it is more convenient for
you, please scan and email the document back to ECS ([e-mail]).
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com

January 9, 2019
If you have questions or comments regarding this request, feel free to contact Joseph Nestor of
ECS at 704-280-7422. You may also contact Trudy Beverly of the NCDEQ at 704-235-2182.
Thanks you for your prompt attention to this matter.
ECS SOUTHEAST, LLP
fit, X -7qeo//,'
Joseph P. Nestor, P.G., P.E. Matthew H. M`Duffie, P.G.
Senior Environmental Project Manager Principal Geologist
[e-mail] [e-mail]
704-200-3436 704-525-5152
Attachment: Request for Water Supply Information
ECS Project No. 49-6535-L
Page 12

POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed:
Identity
Parcel ID I GIS ID
14327302 114327302
Property Characteristics
Legal desc
M22-503
Land Area
7.79 AC
Fire District
CITY OF CHARLOTTE
Special District
Account Type
NON -NC CORP
Municipality
CHARLOTTE
Property Use
OFFICE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer INo
FEMA and Community Floodplain
FEMA Panel#
3710452300J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
01 /08/2019
IOwnership
Owner Name F Mailing Address
COLE OF CHARLOTTE NC PO BOX 4900 DEPT 604
LLC SCOTTSDALE AZ 85261
C/O RYAN PO BOX 4900 DEPT 604
SCOTTSDALE AZ 85261
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
27931-882
12/21/2012
$22,477,000.00
27276-734
04/17/2012
$0.00
27276-711
04/17/2012
$20,350,000.00
17604-523
08/10/2004
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
38.05
Post Construction District
Jurisdiction Charlotte
District Central Catawba
Stream Watershed Districts
Stream Watershed Name I SUGAR
Situs Addresses Tied to Parcel Built -Upon Area Restriction
2300 YORKMONT RD CHARLOTTE Allowed Built -Upon Area 10.00 sq ft
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,

Polaris 3G Map — Mecklenburg County, North Carolina
14309107
1452¢712
14311110 r
14326109
f��3ppp�3]
14326114
Date Printed: 1/8/2019 3:35:29 PM
ONE
13'�
Oc
r
14301
g 44327302
W432630 14326116
.0,4121$ 0.05 Miles 143 0 `
`, 14326117 ,f -�° .`14�272u;
This map or report is prepared for the inventory of real property within Meck en urg ❑unty an scampTaMr-amrecorded deeds, plats. tax maps, surveys,
pianimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification- Mecklenburg County and its mapping contractors assume no legal responsibility for the information contained herein.
ee*

a-�v&� 'ouVWU,,�-�-P,oC�
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number: 40849 Incident Name Exeter Meadow Oaks
(The above information is to be completed by Responsible ar,), Of U2elr represenra ive
Please Provide the Follom ing Information (to the best of wour knowledge)
Name and telephone number of person completing the. survey
Address of property receiving survey
Ci County
What is the source of drinking water for this property? Public '%'*'a ter / «'ater Supply Well/ Stream Intake/
Other lease explain below
J'Surve
Is there a -►rater supply well on this property? Yes f No If `No" disregard remaining questions and return
Name and address of owner(s) of property with -water supply well
Hove many -water supply -wells are on this property?
What is the well(s) used for? (check all that apply) Drinking - Irrigation . Swimming Pool
Water Livestock. Other (specif- . NVel.l not used
How many residences are connected to the well (list addresses)?
How deep is the well(s)? Date well -vas installed?
What is the casing depth of the well(s)?
What is the screen interval of the well(s)?
Additional watersupply well information:
(This part to be completed by Responsible Party or their representative)
Please return completed server to by lru,u,siy 30, using one of the following
ECS Southeast, LLP; 2019
methods:
I-Faxto o
'. all fo
ECS SGllieas{, LI,P; Attii: j NeLSai; 1$.12 Criiter I'ork [)Five Suite [J; L'h,trlcltli, NC .3k}217
3_ Telephone [phone]
4. E-mail to jnestoraecslimited.com
If you have any hues ons. please coo—acr t i� consultant indicated above of the NIL DE\R Division o.f Xaste
.' IanateIllent_'LtiT Section Trudy 13two-fly Re?101ial �ttll'e a 7U1 23i 21ii2

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or on the front if space permits.
i. Article Addressed to:
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1. Article Addressed to:
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or on the front if space permits.
t. Article Addressed to:
SQrCtf� L-'Tc_ PCfjnefS, LAG
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■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
N G tmGn CGScnd e, L L G
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3Service Type
CIPriority Mal Express®
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❑ Priority Mail Express®
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Restricted Delivery
r $500)
Domestic Return Receipt

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b@Yl
1y30 y/a'�)_
a c45«Ae P01V%4e- Blv�
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number: 140849 Incident Name Exeter Meadow Oaks
(The above iriforn-iatioi3 is to a completed by Respsi e ar y or eir represe—i a is-e
Please Provide tlm.e Following Information (to the best of your knowledne)
ItiYame and telephone number of person coma leting the sui" ,ey r
Address of Rope y. feceiviiig survey �� t ✓(�
city [OU& Coluitjr
'hat is the source of drinking. water for this property Public Watex l V4rater Supply Well I Stream Intake /
Other lease explain below
Is there a water supply well on this property? Yes 1 iINO If "No" disregard remaining questions and return survev
Name and address of owner(s) of property with water .supply well
Hots many water supply -wells are on this rta emir?
1AThat is the well(s) used for^ (check all that apply) Drinking . Irrigation swimming Pool
Water Livestock , Other (specify) ,%Fell not used
How man), residences .are connected to the well (list addresses)?
Hour deep is the w ell(s)? Date well was installed'
What is the casing depth of the well(s)7
What is the screen 1nterr,-a1 of the Well(S)7
Additional water supply well information:
(This part to be completed by Responsible Party or their representative)
Please return completed SLiri ei' t0 lj` January 30, LISitlr oneo the follotj'IIICT
,
ECS Southeast, LLP; 2019
methods:
1 Fax to 11l f.l;i;•
.'%fail to
i?(:S Soutl%ca t, UP; At In: I Nestor; litl'L Center Park prise Suite I); Charlotte, NC18217
. Telephone
704-280-7422
. E-mail to jnestor a ecslimited.com
If you have any ques%ons, please contact C le Consultant indicated above or the NC_' DE1R. Dnr'sion of tVa;te
linagenient- UST Section FTrudy Beverly Regional Office a� 704-235-2182
I

2(J� a-�-��, Iy3a��ll
L(I fU Mec doLj Oc k D21w—
Request for Water Supply Well Information
A release of petroleum product or other regulated material has occurred within 1500 feet of the property
receiving this survey. This survey is being conducted as part of the investigation of the release as
required by the State of North Carolina in Title 15A North Carolina Administrative Code 2L .0405.
Incident Number- Incident Name Exeter Meadtrw0alcs
(The above information is to be completed by Response a Farry or t eir represeu a ive.
Please Provide the Following Information (to the best of rout.• knowledge)
Name and telephone number of person completing the survey �P/nIT IVA
Address of property receiving survey
city County
What is the source of drinking water for this prop `ty? Public Wate • 1 -%eater Supply Well i Stream Intake I
Other lease explain below
Is there a water suppl}� well on this property' Y1?Lio If "No" disregard remaining questions and return survey
Name and address of owner(s) of property with watersupply well
How inane water supply wells are on this property?
What is the well(s) used for? (check all that apply) Drinking . Irrigation swituming Pool
Water Livestock , Other (specify-) . -%yell not used
Hour many residences are connected to the well (list addresses)?
Hour deep is the. well(s)? Date well was. installed?
What is the casing depth of the well(s)?
What is the screed inten.-al of the w ell(s)?
Additional water supply well information:
(This part to be completed by Responsible Part-,- or their fe.preselltati': e)
Please returIl colllpleted sun.-e V to t y January M, using one of the follo-wing
methods- ECS Southeast, LLP; 2019
Facto i..or,..t','.11i:t
vTail to ECS Southeast, LLP; Attn:1 N.estar; 1812 Cejiler Park Drive Suite G; CharInue, NC 28217
3. Telephone [phone]
4. E-mail to [e-mail]
If you have an, quesuons. plea -Se co€::act tile Consultant indict tired above or the -NC DENR. Division of -%Vaste
_tilanageine-..t, T_ ST Section Trtitly Deverl.v Regional Office a y04-23 v 21R"?

jz, d h� 3PtiJ
143
�t �o� C)Q v
Request for Water Supply ell Information
A release of petroleum product or other regulated mat al has occurred within 1500 feet of the property
receiving this survey_ This survey is being conduct as part of the investigation of the release as
required by the State of North Carolina in Title 1,5KNorth Carolina Administrative Code 2L .0405_
Incident Number: 40849 IncidentNav4j Exeter Meadow Oaks
(The above information is to b a completed by Responsa a FaNy or ffieLr represenra ive-
Please Provide the Foilo-wing Infor.mat:ion (to the best of your knowledge)
Name and telephone number of er n com letin thesurvey � �' ` "� � O�
Address of property receiving survey p g y � r
City +-�o joylqrl Comity
What is the source of drinking water for this property? Public Water/ Water Supply Well I Stream In ke /
Other lease explain below - �- �7a- � t�
Alt : c
Is there. a water supply well on this propert_y? ye): Na If `-No" disregard remaining questions and return survey
Name and address of owner(s) of property with water supply well
Hour many water supply wells are on this property?
what is the well(s) used for? (check all that apply) Drinking _ Irrigation . Swimming Pool
Water Livestock , Other (specify) . 117el.l not used
How many residences are connected to the well (list addresses)?
How deep is the. well(s)? Date well was installed:'
What is the casing depth of the tvell(s)?
What is the screen interval of the w ell(s)?
Additional water supply well information
(This part to be completed by Responsible Party or their representative)
Please return completed Surve v' to ECS Southeast, LLP; by January 30, using one of the following
2019
methods:
1. Fax to �. 011�a_l.l;ll;i'• �`:1:: _ 11;'i 'i':
to
,
FXS Southeast, UP: Aum ] Ne%lor; [If 12 Center Park Dnve Suite D; Charlotte. NC 28217
3 Telephone [phone]
4. E-mail to [e-mail]
If yott has•-e any s.UeSTioUS- p eaS,e contact t 12 consultant indic;ited above or the _NC DE1R. Division of
_tilanazeinet:t_ t 5T Section i'rudyt3cvcriy Regional Office a 7i11.2 ,=?'i8

�t Legac� Par oers, u,c,
ioX 1-135$(o p cz 1
fio4+e, Nc a$';k15 -�L
CHARLOTTE
NC 282
17JAN'19
P.M 4 L
1812 Center Park Drive, Suite D, Charlotte, NC 28217
A+- n:,)oe ►Jes+ov
+5+" -9 A
SWITNEV Bowan
02 W $ DD1.21°
0000308461 JAN 10 2019
MAILED FROM ZIPCODE28217

APPENDIX C
BORING LOG

PROJECT: Meadow Oak Industrial MONITORING WELL NOI MW-1
CLIENT: Exeter 4100 Meadow Oak, LLC PROJECT NO. 6535-L
LOCATION:
ELEVATION:
Former Heating Oil UST Basin
DRILLER:
DATE DRILLED:
LOGGED BY:
GEX
1/15/2019
Randy Cavalier
DRILL RIG:
DEPTH TO WATER:
28.39
Elevation/
o
a�
a
— 0
WELL
Depth (Ft)
m
E E
co
z
E o n
�n �-
C
° w
-
SOIL DESCRIPTION
CONSTRUCTION
�
Co
U
7.6
MH Fill
Brown SILT, Fill
;
MH/CH
Dark Brown/Red Clayey SILT
7.5
354
00
00
R
1,086
Red/Brown SILT
i
15
9.1
Brown w/ Black Mottled SILT
MW1-15
MH
8.6
22.
8.1
Dark Brown SILT
MW1-25
s
s
Water
30
Water
37.
Bottom of Boring
45
52.
Figure
Paae 1 of 1

APPENDIX D
LABORATORY DATA SHEETS AND CHAIN OF CUSTODY RECORDS

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
January 24, 2019
Joe Nestor
ECS Southeast
1812 Center Park Drive
Suite D
Charlotte, NC 28217
RE: Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Dear Joe Nestor:
Enclosed are the analytical results for sample(s) received by the laboratory on January 17, 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 30

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 30

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
MEADOW OAK INDUSTRIAL PHASE I
92414388
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92414388001
MW1-15
MADEP EPH
SEM
7
PASI-C
MADEP VPH
LMB
6
PASI-C
EPA 8270D
BPJ
74
PASI-C
EPA 8260E
DLK
70
PASI-C
ASTM D2974-87
KDF
1
PASI-C
92414388002
MW1-25
MADEP EPH
SEM
7
PASI-C
MADEP VPH
LMB
6
PASI-C
EPA 8270D
BPJ
74
PASI-C
EPA 8260E
DLK
70
PASI-C
ASTM D2974-87
KDF
1
PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 30

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-15
Lab ID: 92414388001
Collected: 01/15/19
09:45
Received: 01/17/19 11:05 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)
481
mg/kg
144
10
01/17/19 21:05
01/24/19 07:16
N2
Aliphatic (C19-C36)
ND
mg/kg
144
10
01/17/19 21:05
01/24/19 07:16
N2
Aromatic (C11-C22)
282
mg/kg
28.8
2
01/17/19 21:05
01/24/19 07:16
N2
Surrogates
Nonatriacontane (S)
0
%
40-140
10
01/17/19 21:05
01/24/19 07:16
7194-86-7
S4
o-Terphenyl (S)
242
%
40-140
2
01/17/19 21:05
01/24/19 07:16
84-15-1
S5
2-Fluorobiphenyl (S)
113
%
40-140
2
01/17/19 21:05
01/24/19 07:16
321-60-8
2-Bromonaphthalene (S)
490
%
40-140
2
01/17/19 21:05
01/24/19 07:16
580-13-2
S5
VPH NC Soil
Analytical Method:
MADEP VPH Preparation Method: MADEP VPH
Aliphatic (C05-CO8)
ND
mg/kg
3.5
1
01/18/19 16:42
01/18/19 22:54
N2
Aliphatic (C09-C12)
49.3
mg/kg
3.5
1
01/18/19 16:42
01/18/19 22:54
N2
Aliphatic(C09-C12)Adjusted
24.2
mg/kg
3.5
1
01/18/19 16:42
01/18/19 22:54
N2
Aromatic (C09-C10)
25.1
mg/kg
3.5
1
01/18/19 16:42
01/18/19 22:54
N2
Surrogates
4-Bromofluorobenzene (FID) (S)
104
%
70-130
1
01/18/19 16:42
01/18/19 22:54
460-00-4
4-Bromofluorobenzene (PID) (S)
93
%
70-130
1
01/18/19 16:42
01/18/19 22:54
460-00-4
8270 MSSV Microwave
Analytical Method: EPA 8270D
Preparation Method: EPA 3546
Acenaphthene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
83-32-9
Acenaphthylene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
208-96-8
Aniline
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
62-53-3
Anthracene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
120-12-7
Benzo(a)anthracene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
56-55-3
Benzo(a)pyrene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
50-32-8
Benzo(b)fluoranthene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
205-99-2
Benzo(g,h,i)perylene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
191-24-2
Benzo(k)fluoranthene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
207-08-9
Benzoic Acid
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
65-85-0
Benzyl alcohol
ND
ug/kg
9520
10
01/17/19 19:46
01/22/19 16:35
100-51-6
4-Bromophenylphenyl ether
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
101-55-3
Butylbenzylphthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/kg
9520
10
01/17/19 19:46
01/22/19 16:35
59-50-7
4-Chloroaniline
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
106-47-8
bis(2-Chloroethoxy)methane
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
111-91-1
bis(2-Chloroethyl) ether
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
111-44-4
2-Chloronaphthalene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
91-58-7
2-Chlorophenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
95-57-8
4-Chlorophenylphenyl ether
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
7005-72-3
Chrysene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
218-01-9
Dibenz(a,h)anthracene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
53-70-3
Dibenzofuran
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
132-64-9
1,2-Dichlorobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
106-46-7
3,3'-Dichlorobenzidine
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
91-94-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 30

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9800 Kincey Ave. Suite 100
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[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-15
Lab ID: 92414388001
Collected: 01/15/19
09:45
Received: 01/17/19 11:05 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
8270 MSSV Microwave
Analytical Method: EPA 8270D Preparation Method: EPA 3546
2,4-Dichlorophenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
120-83-2
Diethylphthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
84-66-2
2,4-Dimethylphenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
105-67-9
Dimethylphthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
131-11-3
Di-n-butylphthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/kg
9520
10
01/17/19 19:46
01/22/19 16:35
534-52-1
L2
2,4-Dinitrophenol
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
51-28-5
L2
2,4-Dinitrotoluene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
121-14-2
2,6-Dinitrotoluene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
606-20-2
Di-n-octylphthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
117-81-7
Fluoranthene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
206-44-0
Fluorene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
86-73-7
Hexachloro-1,3-butadiene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
87-68-3
Hexachlorobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
118-74-1
Hexachlorocyclopentadiene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
77-47-4
Hexachloroethane
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
193-39-5
Isophorone
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
78-59-1
1-Methylnaphthalene
12300
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
90-12-0
2-Methylnaphthalene
9460
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
91-57-6
2-Methylphenol(o-Cresol)
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
95-48-7
3&4-Methyl phenol (m&p Cresol)
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
15831-10-4
Naphthalene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
91-20-3
2-Nitroaniline
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
88-74-4
3-Nitroaniline
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
99-09-2
4-Nitroaniline
ND
ug/kg
9520
10
01/17/19 19:46
01/22/19 16:35
100-01-6
Nitrobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
98-95-3
2-Nitrophenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
88-75-5
4-Nitrophenol
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
100-02-7
N-Nitrosodimethylamine
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
621-64-7
N-Nitrosodiphenylamine
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
108-60-1
L1
Pentachlorophenol
ND
ug/kg
23800
10
01/17/19 19:46
01/22/19 16:35
87-86-5
Phenanthrene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
85-01-8
Phenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
108-95-2
Pyrene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
129-00-0
1,2,4-Trichlorobenzene
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
120-82-1
2,4,5-Trichlorophenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
95-95-4
2,4,6-Trichlorophenol
ND
ug/kg
4760
10
01/17/19 19:46
01/22/19 16:35
88-06-2
Surrogates
Nitrobenzene-d5 (S)
0
%
23-110
10
01/17/19 19:46
01/22/19 16:35
4165-60-0
D3,S4
2-Fluorobiphenyl (S)
0
%
30-110
10
01/17/19 19:46
01/22/19 16:35
321-60-8
S4
Terphenyl-d14 (S)
0
%
28-110
10
01/17/19 19:46
01/22/19 16:35
1718-51-0
S4
Phenol-d6 (S)
0
%
22-110
10
01/17/19 19:46
01/22/19 16:35
13127-88-3
S4
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced, except in
full,
Date: 01 /24/2019 01:26 PM
without
the written
consent of Pace Analytical
Services, LLC.
Page 5 of 30

aceAnalytical
-pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-15 Lab ID: 92414388001 Collected: 01/15/19 09:45 Received: 01/17/19 11:05 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
8270 MSSV Microwave
Surrogates
2-Fluorophenol (S)
2,4,6-Tribromophenol (S)
Analytical Method: EPA 8270D Preparation Method: EPA 3546
0 % 13-110 10 01/17/1919:46 01/22/1916:35 367-12-4 S4
0 % 27-110 10 01/17/1919:46 01/22/1916:35 118-79-6 S4
8260/5035A Volatile Organics Analytical Method: EPA 8260B Preparation Method: EPA 5035A
Acetone
ND
ug/kg
122
1
01/18/19 11:37
01/18/19 16:20
67-64-1
Benzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
71-43-2
Bromobenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
108-86-1
Bromochloromethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
74-97-5
Bromodichloromethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
75-27-4
Bromoform
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
75-25-2
Bromomethane
ND
ug/kg
12.2
1
01/18/19 11:37
01/18/19 16:20
74-83-9
2-Butanone (MEK)
ND
ug/kg
122
1
01/18/19 11:37
01/18/19 16:20
78-93-3
n-Butylbenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
104-51-8
sec-Butylbenzene
12.7
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
135-98-8
tert-Butyl benzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
98-06-6
Carbon tetrachloride
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
56-23-5
Chlorobenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
108-90-7
Chloroethane
ND
ug/kg
12.2
1
01/18/19 11:37
01/18/19 16:20
75-00-3
Chloroform
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
67-66-3
Chloromethane
ND
ug/kg
12.2
1
01/18/19 11:37
01/18/19 16:20
74-87-3
2-Chlorotoluene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
95-49-8
4-Chlorotoluene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
96-12-8
Dibromochloromethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
106-93-4
Dibromomethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
106-46-7
Dichlorodifluoromethane
ND
ug/kg
12.2
1
01/18/19 11:37
01/18/19 16:20
75-71-8
1,1-Dichloroethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
75-34-3
1,2-Dichloroethane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
107-06-2
1,1-Dichloroethene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
156-60-5
1,2-Dichloropropane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
78-87-5
1,3-Dichloropropane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
142-28-9
2,2-Dichloropropane
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
594-20-7
1,1-Dichloropropene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
563-58-6
cis-1,3-Dichloropropene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
10061-02-6
Diisopropyl ether
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
108-20-3
Ethylbenzene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
100-41-4
Hexachloro-1,3-butadiene
ND
ug/kg
6.1
1
01/18/19 11:37
01/18/19 16:20
87-68-3
2-Hexanone
ND
ug/kg
60.8
1
01/18/19 11:37
01/18/19 16:20
591-78-6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-15 Lab ID: 92414388001 Collected: 01/15/19 09:45 Received: 01/17/19 11:05 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
8260/5035A 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 8260E Preparation Method: EPA 5035A
6.5
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
98-82-8
27.7
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
99-87-6
32.1
ug/kg
24.3
1
01/18/1911:37
01/18/1916:20
75-09-2
ND
ug/kg
60.8
1
01/18/1911:37
01/18/1916:20
108-10-1
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
1634-04-4
112
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
91-20-3
7.4
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
103-65-1
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
100-42-5
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
630-20-6
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
79-34-5
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
127-18-4
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
108-88-3
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
87-61-6
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
120-82-1
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
71-55-6
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
79-00-5
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
79-01-6
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
75-69-4
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
96-18-4
83.1
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
95-63-6
29.6
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
108-67-8
ND
ug/kg
60.8
1
01/18/1911:37
01/18/1916:20
108-05-4
ND
ug/kg
12.2
1
01/18/1911:37
01/18/1916:20
75-01-4
ND
ug/kg
12.2
1
01/18/1911:37
01/18/1916:20
1330-20-7
ND
ug/kg
12.2
1
01/18/1911:37
01/18/1916:20
179601-23-1
ND
ug/kg
6.1
1
01/18/1911:37
01/18/1916:20
95-47-6
109
%
70-130
1
01/18/1911:37
01/18/1916:20
2037-26-5
118
%
70-130
1
01/18/1911:37
01/18/1916:20
460-00-4
74
%
70-132
1
01/18/1911:37
01/18/1916:20
17060-07-0
Analytical Method: ASTM D2974-87
30.0 % 0.10 1
REPORT OF LABORATORY ANALYSIS
01/17/19 17:54
C9
L2
This report shall not be reproduced, except in full,
Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 30

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ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-25
Lab ID: 92414388002
Collected: 01/15/19
10:00
Received: 01/17/19 11:05 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
13.6
1
01/17/19 21:05
01/22/19 16:25
N2
Aliphatic (C19-C36)
ND
mg/kg
13.6
1
01/17/19 21:05
01/22/19 16:25
N2
Aromatic (C11-C22)
ND
mg/kg
13.6
1
01/17/19 21:05
01/22/19 16:25
N2
Surrogates
Nonatriacontane (S)
61
%
40-140
1
01/17/19 21:05
01/22/19 16:25
7194-86-7
o-Terphenyl (S)
63
%
40-140
1
01/17/19 21:05
01/22/19 16:25
84-15-1
2-Fluorobiphenyl (S)
13
%
40-140
1
01/17/19 21:05
01/22/19 16:25
321-60-8
SO
2-Bromonaphthalene (S)
13
%
40-140
1
01/17/19 21:05
01/22/19 16:25
580-13-2
SO
VPH NC Soil
Analytical Method:
MADEP VPH Preparation Method: MADEP VPH
Aliphatic (C05-CO8)
8.2
mg/kg
3.4
1
01/18/19 16:42
01/18/19 23:24
N2
Aliphatic (C09-C12)
18.2
mg/kg
3.4
1
01/18/19 16:42
01/18/19 23:24
N2
Aliphatic(C09-C12)Adjusted
10.5
mg/kg
3.4
1
01/18/19 16:42
01/18/19 23:24
N2
Aromatic (C09-C10)
7.6
mg/kg
3.4
1
01/18/19 16:42
01/18/19 23:24
N2
Surrogates
4-Bromofluorobenzene (FID) (S)
128
%
70-130
1
01/18/19 16:42
01/18/19 23:24
460-00-4
4-Bromofluorobenzene (PID) (S)
127
%
70-130
1
01/18/19 16:42
01/18/19 23:24
460-00-4
8270 MSSV Microwave
Analytical Method: EPA 8270D
Preparation Method: EPA 3546
Acenaphthene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
83-32-9
Acenaphthylene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
208-96-8
Aniline
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
62-53-3
Anthracene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
120-12-7
Benzo(a)anthracene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
56-55-3
Benzo(a)pyrene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
50-32-8
Benzo(b)fluoranthene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
205-99-2
Benzo(g,h,i)perylene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
191-24-2
Benzo(k)fluoranthene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
207-08-9
Benzoic Acid
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
65-85-0
Benzyl alcohol
ND
ug/kg
9230
10
01/17/19 19:46
01/22/19 17:03
100-51-6
4-Bromophenylphenyl ether
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
101-55-3
Butylbenzylphthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/kg
9230
10
01/17/19 19:46
01/22/19 17:03
59-50-7
4-Chloroaniline
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
106-47-8
bis(2-Chloroethoxy)methane
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
111-91-1
bis(2-Chloroethyl) ether
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
111-44-4
2-Chloronaphthalene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
91-58-7
2-Chlorophenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
95-57-8
4-Chlorophenylphenyl ether
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
7005-72-3
Chrysene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
218-01-9
Dibenz(a,h)anthracene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
53-70-3
Dibenzofuran
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
132-64-9
1,2-Dichlorobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
106-46-7
3,3'-Dichlorobenzidine
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
91-94-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-25
Lab ID: 92414388002
Collected: 01/15/19
10:00
Received: 01/17/19 11:05 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
8270 MSSV Microwave
Analytical Method: EPA 8270D Preparation Method: EPA 3546
2,4-Dichlorophenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
120-83-2
Diethylphthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
84-66-2
2,4-Dimethylphenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
105-67-9
Dimethylphthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
131-11-3
Di-n-butylphthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/kg
9230
10
01/17/19 19:46
01/22/19 17:03
534-52-1
L2
2,4-Dinitrophenol
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
51-28-5
L2
2,4-Dinitrotoluene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
121-14-2
2,6-Dinitrotoluene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
606-20-2
Di-n-octylphthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
117-81-7
Fluoranthene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
206-44-0
Fluorene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
86-73-7
Hexachloro-1,3-butadiene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
87-68-3
Hexachlorobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
118-74-1
Hexachlorocyclopentadiene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
77-47-4
Hexachloroethane
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
193-39-5
Isophorone
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
78-59-1
1-Methylnaphthalene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
90-12-0
2-Methylnaphthalene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
91-57-6
2-Methylphenol(o-Cresol)
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
95-48-7
3&4-Methyl phenol (m&p Cresol)
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
15831-10-4
Naphthalene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
91-20-3
2-Nitroaniline
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
88-74-4
3-Nitroaniline
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
99-09-2
4-Nitroaniline
ND
ug/kg
9230
10
01/17/19 19:46
01/22/19 17:03
100-01-6
Nitrobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
98-95-3
2-Nitrophenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
88-75-5
4-Nitrophenol
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
100-02-7
N-Nitrosodimethylamine
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
621-64-7
N-Nitrosodiphenylamine
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
108-60-1
L1
Pentachlorophenol
ND
ug/kg
23100
10
01/17/19 19:46
01/22/19 17:03
87-86-5
Phenanthrene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
85-01-8
Phenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
108-95-2
Pyrene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
129-00-0
1,2,4-Trichlorobenzene
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
120-82-1
2,4,5-Trichlorophenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
95-95-4
2,4,6-Trichlorophenol
ND
ug/kg
4620
10
01/17/19 19:46
01/22/19 17:03
88-06-2
Surrogates
Nitrobenzene-d5 (S)
0
%
23-110
10
01/17/19 19:46
01/22/19 17:03
4165-60-0
D3,S4
2-Fluorobiphenyl (S)
0
%
30-110
10
01/17/19 19:46
01/22/19 17:03
321-60-8
S4
Terphenyl-d14 (S)
0
%
28-110
10
01/17/19 19:46
01/22/19 17:03
1718-51-0
S4
Phenol-d6 (S)
0
%
22-110
10
01/17/19 19:46
01/22/19 17:03
13127-88-3
S4
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced, except in
full,
Date: 01 /24/2019 01:26 PM
without
the written
consent of Pace Analytical
Services, LLC.
Page 9 of 30

aceAnalytical
-pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-25 Lab ID: 92414388002 Collected: 01/15/19 10:00 Received: 01/17/19 11:05 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
8270 MSSV Microwave
Surrogates
2-Fluorophenol (S)
2,4,6-Tribromophenol (S)
Analytical Method: EPA 8270D Preparation Method: EPA 3546
0 % 13-110 10 01/17/1919:46 01/22/1917:03 367-12-4 S4
0 % 27-110 10 01/17/1919:46 01/22/1917:03 118-79-6 S4
8260/5035A Volatile Organics Analytical Method: EPA 8260B Preparation Method: EPA 5035A
Acetone
ND
ug/kg
106
1
01/18/19 11:37
01/18/19 16:40
67-64-1
Benzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
71-43-2
Bromobenzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
108-86-1
Bromochloromethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
74-97-5
Bromodichloromethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
75-27-4
Bromoform
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
75-25-2
Bromomethane
ND
ug/kg
10.6
1
01/18/19 11:37
01/18/19 16:40
74-83-9
2-Butanone (MEK)
ND
ug/kg
106
1
01/18/19 11:37
01/18/19 16:40
78-93-3
n-Butylbenzene
8.5
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
104-51-8
sec-Butylbenzene
6.7
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
135-98-8
tert-Butyl benzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
98-06-6
Carbon tetrachloride
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
56-23-5
Chlorobenzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
108-90-7
Chloroethane
ND
ug/kg
10.6
1
01/18/19 11:37
01/18/19 16:40
75-00-3
Chloroform
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
67-66-3
Chloromethane
ND
ug/kg
10.6
1
01/18/19 11:37
01/18/19 16:40
74-87-3
2-Chlorotoluene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
95-49-8
4-Chlorotoluene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
96-12-8
Dibromochloromethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
106-93-4
Dibromomethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
106-46-7
Dichlorodifluoromethane
ND
ug/kg
10.6
1
01/18/19 11:37
01/18/19 16:40
75-71-8
1,1-Dichloroethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
75-34-3
1,2-Dichloroethane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
107-06-2
1,1-Dichloroethene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
156-60-5
1,2-Dichloropropane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
78-87-5
1,3-Dichloropropane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
142-28-9
2,2-Dichloropropane
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
594-20-7
1,1-Dichloropropene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
563-58-6
cis-1,3-Dichloropropene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
10061-02-6
Diisopropyl ether
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
108-20-3
Ethylbenzene
5.9
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
100-41-4
Hexachloro-1,3-butadiene
ND
ug/kg
5.3
1
01/18/19 11:37
01/18/19 16:40
87-68-3
2-Hexanone
ND
ug/kg
52.9
1
01/18/19 11:37
01/18/19 16:40
591-78-6
REPORT OF LABORATORY ANALYSIS
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Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 30

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ANALYTICAL RESULTS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Sample: MW1-25 Lab ID: 92414388002 Collected: 01/15/19 10:00 Received: 01/17/19 11:05 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
8260/5035A 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 8260E Preparation Method: EPA 5035A
5.5
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
98-82-8
14.7
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
99-87-6
ND
ug/kg
21.2
1
01/18/1911:37
01/18/1916:40
75-09-2
ND
ug/kg
52.9
1
01/18/1911:37
01/18/1916:40
108-10-1
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
1634-04-4
35.9
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
91-20-3
8.5
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
103-65-1
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
100-42-5
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
630-20-6
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
79-34-5
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
127-18-4 L2
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
108-88-3
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
87-61-6
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
120-82-1
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
71-55-6
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
79-00-5
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
79-01-6
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
75-69-4
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
96-18-4
53.5
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
95-63-6
13.3
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
108-67-8
ND
ug/kg
52.9
1
01/18/1911:37
01/18/1916:40
108-05-4
ND
ug/kg
10.6
1
01/18/1911:37
01/18/1916:40
75-01-4
ND
ug/kg
10.6
1
01/18/1911:37
01/18/1916:40
1330-20-7
ND
ug/kg
10.6
1
01/18/1911:37
01/18/1916:40
179601-23-1
ND
ug/kg
5.3
1
01/18/1911:37
01/18/1916:40
95-47-6
106
%
70-130
1
01/18/1911:37
01/18/1916:40
2037-26-5
100
%
70-130
1
01/18/1911:37
01/18/1916:40
460-00-4
70
%
70-132
1
01/18/1911:37
01/18/1916:40
17060-07-0
Analytical Method: ASTM D2974-87
27.3 % 0.10 1
REPORT OF LABORATORY ANALYSIS
01/17/19 17:54
This report shall not be reproduced, except in full,
Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 30

Pace Analytical Services, LLC
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Huntersville, NC 28078078
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QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
QC Batch: 453342 Analysis Method: MADEP VPH
QC Batch Method: MADEP VPH Analysis Description: VPH NC Soil
Associated Lab Samples: 92414388001, 92414388002
METHOD BLANK: 2477396
Associated Lab Samples: 92414388001, 92414388002
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
01/18/1915:03 N2
ND
2.5
01/18/1915:03 N2
ND
2.5
01/18/1915:03 N2
78
70-130
01/18/1915:03
86
70-130
01/18/1915:03
LABORATORY CONTROL SAMPLE & LCSD:
2477397
2477398
Spike
LCS LCSD
LCS
LCSD
% Rec Max
Parameter
Units
Conc.
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Aliphatic (C05-CO8)
mg/kg
15.1
12.4 11.7
82
78
70-130 6 25 N2
Aliphatic (C09-C12)
mg/kg
15.1
14.1 13.3
93
88
30-130 6 25 N2
Aromatic (C09-C10)
mg/kg
5
5.2 4.9
104
98
70-130 6 25 N2
4-Bromofluorobenzene (FID) (S)
%
86
79
70-130
4-Bromofluorobenzene (PID) (S)
%
96
88
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
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Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC.
Page 12 of 30

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QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
QC Batch: 453256 Analysis Method: EPA 8260B
QC Batch Method: EPA 5035A Analysis Description: 8260 MSV 5035A Volatile Organics
Associated Lab Samples: 92414388001, 92414388002
METHOD BLANK: 2476808
Associated Lab Samples: 92414388001, 92414388002
Parameter Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,1,1-Trichloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,1,2,2-Tetrachloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,1,2-Trichloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,1-Dichloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,1-Dichloroethene
ug/kg
ND
5.3
01/18/19 14:59
1,1-Dichloropropene
ug/kg
ND
5.3
01/18/19 14:59
1,2,3-Trichlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
1,2,3-Trichloropropane
ug/kg
ND
5.3
01/18/19 14:59
1,2,4-Trichlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
1,2,4-Trimethylbenzene
ug/kg
ND
5.3
01/18/19 14:59
1,2-Dibromo-3-chloropropane
ug/kg
ND
5.3
01/18/19 14:59
1,2-Dibromoethane (EDB)
ug/kg
ND
5.3
01/18/19 14:59
1,2-Dichlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
1,2-Dichloroethane
ug/kg
ND
5.3
01/18/19 14:59
1,2-Dichloropropane
ug/kg
ND
5.3
01/18/19 14:59
1,3,5-Trimethylbenzene
ug/kg
ND
5.3
01/18/19 14:59
1,3-Dichlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
1,3-Dichloropropane
ug/kg
ND
5.3
01/18/19 14:59
1,4-Dichlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
2,2-Dichloropropane
ug/kg
ND
5.3
01/18/19 14:59
2-Butanone (MEK)
ug/kg
ND
106
01/18/19 14:59
2-Chlorotoluene
ug/kg
ND
5.3
01/18/19 14:59
2-Hexanone
ug/kg
ND
53.0
01/18/19 14:59
4-Chlorotoluene
ug/kg
ND
5.3
01/18/19 14:59
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
53.0
01/18/19 14:59
Acetone
ug/kg
ND
106
01/18/19 14:59
Benzene
ug/kg
ND
5.3
01/18/19 14:59
Bromobenzene
ug/kg
ND
5.3
01/18/19 14:59
Bromochloromethane
ug/kg
ND
5.3
01/18/19 14:59
Bromodichloromethane
ug/kg
ND
5.3
01/18/19 14:59
Bromoform
ug/kg
ND
5.3
01/18/19 14:59
Bromomethane
ug/kg
ND
10.6
01/18/19 14:59
Carbon tetrachloride
ug/kg
ND
5.3
01/18/19 14:59
Chlorobenzene
ug/kg
ND
5.3
01/18/19 14:59
Chloroethane
ug/kg
ND
10.6
01/18/19 14:59
Chloroform
ug/kg
ND
5.3
01/18/19 14:59
Chloromethane
ug/kg
ND
10.6
01/18/19 14:59
cis-1,2-Dichloroethene
ug/kg
ND
5.3
01/18/19 14:59
cis-1,3-Dichloropropene
ug/kg
ND
5.3
01/18/19 14:59
Dibromochloromethane
ug/kg
ND
5.3
01/18/19 14:59
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 30

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QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
METHOD BLANK: 2476808
Associated Lab Samples: 92414388001, 92414388002
Parameter Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
Dibromomethane
ug/kg
ND
5.3
01/18/19 14:59
Dichlorodifluoromethane
ug/kg
ND
10.6
01/18/19 14:59
Diisopropyl ether
ug/kg
ND
5.3
01/18/19 14:59
Ethylbenzene
ug/kg
ND
5.3
01/18/19 14:59
Hexachloro-1,3-butadiene
ug/kg
ND
5.3
01/18/19 14:59
Isopropylbenzene (Cumene)
ug/kg
ND
5.3
01/18/19 14:59
m&p-Xylene
ug/kg
ND
10.6
01/18/19 14:59
Methyl-tert-butyl ether
ug/kg
ND
5.3
01/18/19 14:59
Methylene Chloride
ug/kg
ND
21.2
01/18/19 14:59
n-Butylbenzene
ug/kg
ND
5.3
01/18/19 14:59
n-Propylbenzene
ug/kg
ND
5.3
01/18/19 14:59
Naphthalene
ug/kg
ND
5.3
01/18/19 14:59
o-Xylene
ug/kg
ND
5.3
01/18/19 14:59
p-Isopropyltoluene
ug/kg
ND
5.3
01/18/19 14:59
sec-Butylbenzene
ug/kg
ND
5.3
01/18/19 14:59
Styrene
ug/kg
ND
5.3
01/18/19 14:59
tert-Butyl benzene
ug/kg
ND
5.3
01/18/19 14:59
Tetrachloroethene
ug/kg
ND
5.3
01/18/19 14:59
Toluene
ug/kg
ND
5.3
01/18/19 14:59
trans-1,2-Dichloroethene
ug/kg
ND
5.3
01/18/19 14:59
trans- 1,3-Dichloropropene
ug/kg
ND
5.3
01/18/19 14:59
Trichloroethene
ug/kg
ND
5.3
01/18/19 14:59
Trichlorofluoromethane
ug/kg
ND
5.3
01/18/19 14:59
Vinyl acetate
ug/kg
ND
53.0
01/18/19 14:59
Vinyl chloride
ug/kg
ND
10.6
01/18/19 14:59
Xylene (Total)
ug/kg
ND
10.6
01/18/19 14:59
1,2-Dichloroethane-d4 (S)
%
92
70-132
01/18/19 14:59
4-Bromofluorobenzene (S)
%
99
70-130
01/18/19 14:59
Toluene-d8 (S)
%
103
70-130
01/18/19 14:59
Qualifiers
LABORATORY CONTROL SAMPLE:
2476809
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/kg
52
52.0
100
70-130
1,1,1-Trichloroethane
ug/kg
52
49.4
95
70-130
1,1,2,2-Tetrachloroethane
ug/kg
52
47.9
92
55-130
1,1,2-Trichloroethane
ug/kg
52
52.4
101
70-130
1,1-Dichloroethane
ug/kg
52
46.2
89
68-130
1,1-Dichloroethene
ug/kg
52
49.2
95
70-130
1,1-Dichloropropene
ug/kg
52
49.3
95
70-130
1,2,3-Trichlorobenzene
ug/kg
52
53.7
103
70-130
1,2,3-Trichloropropane
ug/kg
52
48.4
93
70-130
1,2,4-Trichlorobenzene
ug/kg
52
53.1
102
70-130
1,2,4-Trimethylbenzene
ug/kg
52
51.1
98
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 30

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Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
LABORATORY CONTROL SAMPLE:
Parameter
2476809
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2-Dibromo-3-chloropropane
ug/kg
52
57.2
110
57-141
1,2-Dibromoethane (EDB)
ug/kg
52
50.9
98
70-130
1,2-Dichlorobenzene
ug/kg
52
51.1
98
70-130
1,2-Dichloroethane
ug/kg
52
48.7
94
70-130
1,2-Dichloropropane
ug/kg
52
50.4
97
70-130
1,3,5-Trimethylbenzene
ug/kg
52
51.3
99
70-130
1,3-Dichlorobenzene
ug/kg
52
50.8
98
70-130
1,3-Dichloropropane
ug/kg
52
52.6
101
70-130
1,4-Dichlorobenzene
ug/kg
52
49.8
96
70-130
2,2-Dichloropropane
ug/kg
52
49.8
96
70-130
2-Butanone (MEK)
ug/kg
104
106
102
60-130
2-Chlorotoluene
ug/kg
52
51.6
99
70-130
2-Hexanone
ug/kg
104
107
103
70-132
4-Chlorotoluene
ug/kg
52
50.9
98
70-130
4-Methyl-2-pentanone (MIBK)
ug/kg
104
101
97
69-130
Acetone
ug/kg
104
86.7J
83
49-148
Benzene
ug/kg
52
51.9
100
70-130
Bromobenzene
ug/kg
52
52.7
101
70-130
Bromochloromethane
ug/kg
52
48.9
94
70-130
Bromodichloromethane
ug/kg
52
49.0
94
70-130
Bromoform
ug/kg
52
48.8
94
68-136
Bromomethane
ug/kg
52
53.5
103
60-140
Carbon tetrachloride
ug/kg
52
48.6
94
70-130
Chlorobenzene
ug/kg
52
49.8
96
70-130
Chloroethane
ug/kg
52
49.1
94
51-147
Chloroform
ug/kg
52
46.5
89
70-130
Chloromethane
ug/kg
52
54.1
104
48-130
cis-1,2-Dichloroethene
ug/kg
52
50.0
96
70-130
cis-1,3-Dichloropropene
ug/kg
52
54.0
104
70-130
Dibromochloromethane
ug/kg
52
52.7
101
70-130
Dibromomethane
ug/kg
52
52.2
100
70-130
Dichlorodifluoromethane
ug/kg
52
49.7
96
49-130
Diisopropyl ether
ug/kg
52
50.3
97
66-130
Ethylbenzene
ug/kg
52
50.4
97
70-130
Hexachloro-1,3-butadiene
ug/kg
52
51.5
99
70-130
Isopropylbenzene (Cumene)
ug/kg
52
51.1
98
70-130
m&p-Xylene
ug/kg
104
100
96
70-130
Methyl-tert-butyl ether
ug/kg
52
50.2
97
70-130
Methylene Chloride
ug/kg
52
46.3
89
50-137
n-Butylbenzene
ug/kg
52
51.3
99
70-130
n-Propylbenzene
ug/kg
52
52.2
100
70-130
Naphthalene
ug/kg
52
54.9
106
70-131
o-Xylene
ug/kg
52
52.4
101
70-130
p-Isopropyltoluene
ug/kg
52
51.2
99
70-130
sec-Butylbenzene
ug/kg
52
52.7
101
70-130
Styrene
ug/kg
52
51.4
99
70-130
tert-Butyl benzene
ug/kg
52
52.7
101
69-130
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
LABORATORY CONTROL SAMPLE:
Parameter
2476809
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Tetrachloroethene
ug/kg
52
28.1
54
56-130 L2
Toluene
ug/kg
52
47.8
92
70-130
trans-1,2-Dichloroethene
ug/kg
52
49.4
95
70-130
trans- 1,3-Dichloropropene
ug/kg
52
52.3
101
70-130
Trichloroethene
ug/kg
52
53.6
103
70-141
Trichlorofluoromethane
ug/kg
52
49.5
95
67-130
Vinyl acetate
ug/kg
104
81.0
78
10-136
Vinyl chloride
ug/kg
52
55.2
106
67-130
Xylene (Total)
ug/kg
156
152
98
70-130
1,2-Dichloroethane-d4 (S)
%
90
70-132
4-Bromofluorobenzene (S)
%
99
70-130
Toluene-d8 (S)
%
96
70-130
MATRIX SPIKE SAMPLE:
Parameter
2477060
Units
92414475001
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/kg
ND
24.7
21.1
85
52-133
1,1,1-Trichloroethane
ug/kg
ND
24.7
20.3
82
49-137
1,1,2,2-Tetrachloroethane
ug/kg
ND
24.7
ND
0
39-150 M1
1,1,2-Trichloroethane
ug/kg
ND
24.7
19.6
80
48-140
1,1-Dichloroethane
ug/kg
ND
24.7
20.3
82
46-135
1,1-Dichloroethene
ug/kg
ND
24.7
23.2
94
38-149
1,1-Dichloropropene
ug/kg
ND
24.7
18.3
74
41-140
1,2,3-Trichlorobenzene
ug/kg
ND
24.7
11.7
47
10-158
1,2,3-Trichloropropane
ug/kg
ND
24.7
21.8
89
33-157
1,2,4-Trichlorobenzene
ug/kg
ND
24.7
11.7
47
10-155
1,2,4-Trimethylbenzene
ug/kg
ND
24.7
16.8
68
24-154
1,2-Dibromo-3-chloropropane
ug/kg
ND
24.7
17.7
72
33-158
1,2-Dibromoethane (EDB)
ug/kg
ND
24.7
21.4
87
40-136
1,2-Dichlorobenzene
ug/kg
ND
24.7
18.4
75
27-146
1,2-Dichloroethane
ug/kg
ND
24.7
21.1
86
49-140
1,2-Dichloropropane
ug/kg
ND
24.7
21.8
89
44-143
1,3,5-Trimethylbenzene
ug/kg
ND
24.7
17.1
69
40-144
1,3-Dichlorobenzene
ug/kg
ND
24.7
17.9
73
33-140
1,3-Dichloropropane
ug/kg
ND
24.7
22.6
92
47-147
1,4-Dichlorobenzene
ug/kg
ND
24.7
17.6
72
35-139
2,2-Dichloropropane
ug/kg
ND
24.7
20.9
85
41-140
2-Butanone (MEK)
ug/kg
ND
49.4
42.1J
85
10-181
2-Chlorotoluene
ug/kg
ND
24.7
18.9
77
38-147
2-Hexanone
ug/kg
ND
49.4
45.2J
92
18-169
4-Chlorotoluene
ug/kg
ND
24.7
19.1
78
36-145
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
49.4
42.3J
86
16-175
Acetone
ug/kg
ND
49.4
50J
82
10-200
Benzene
ug/kg
ND
24.7
22.3
90
46-136
Bromobenzene
ug/kg
ND
24.7
20.8
84
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 30

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QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
MATRIX SPIKE SAMPLE:
2477060
92414475001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Bromochloromethane
ug/kg
ND
24.7
20.9
85
44-142
Bromodichloromethane
ug/kg
ND
24.7
20.3
82
41-140
Bromoform
ug/kg
ND
24.7
17.8
72
34-145
Bromomethane
ug/kg
ND
24.7
21.2
86
14-162
Carbon tetrachloride
ug/kg
ND
24.7
20.3
82
44-141
Chlorobenzene
ug/kg
ND
24.7
21.1
86
39-141
Chloroethane
ug/kg
ND
24.7
22.2
90
10-182
Chloroform
ug/kg
ND
24.7
21.1
85
45-140
Chloromethane
ug/kg
ND
24.7
24.0
98
19-149
cis-1,2-Dichloroethene
ug/kg
ND
24.7
21.3
86
38-150
cis-1,3-Dichloropropene
ug/kg
ND
24.7
21.5
87
30-144
Dibromochloromethane
ug/kg
ND
24.7
20.8
84
36-145
Dibromomethane
ug/kg
ND
24.7
22.9
93
41-145
Dichlorodifluoromethane
ug/kg
ND
24.7
22.4
91
16-146
Diisopropyl ether
ug/kg
ND
24.7
20.8
84
41-143
Ethylbenzene
ug/kg
ND
24.7
20.2
82
35-144
Hexachloro-1,3-butadiene
ug/kg
ND
24.7
7.7
31
10-160
Isopropylbenzene (Cumene)
ug/kg
ND
24.7
18.1
74
30-152
m&p-Xylene
ug/kg
ND
49.4
39.6
80
33-145
Methyl-tert-butyl ether
ug/kg
ND
24.7
20.1
82
49-140
Methylene Chloride
ug/kg
ND
24.7
37.6
133
10-174
n-Butylbenzene
ug/kg
ND
24.7
12.1
49
10-160
n-Propylbenzene
ug/kg
ND
24.7
17.8
72
24-159
Naphthalene
ug/kg
ND
24.7
15.3
62
10-171
o-Xylene
ug/kg
ND
24.7
20.8
84
31-150
p-Isopropyltoluene
ug/kg
ND
24.7
14.1
57
21-154
sec-Butylbenzene
ug/kg
ND
24.7
14.9
61
19-159
Styrene
ug/kg
ND
24.7
19.9
81
15-152
tert-Butyl benzene
ug/kg
ND
24.7
16.8
68
31-141
Tetrachloroethene
ug/kg
ND
24.7
10.9
44
19-141
Toluene
ug/kg
ND
24.7
20.7
84
31-146
trans-1,2-Dichloroethene
ug/kg
ND
24.7
21.2
86
28-157
trans- 1,3-Dichloropropene
ug/kg
ND
24.7
21.8
88
25-146
Trichloroethene
ug/kg
ND
24.7
33.7
137
34-149
Trichlorofluoromethane
ug/kg
ND
24.7
20.6
84
10-167
Vinyl acetate
ug/kg
ND
49.4
15.9J
32
10-200
Vinyl chloride
ug/kg
ND
24.7
23.1
94
36-155
Xylene (Total)
ug/kg
ND
73.9
60.4
82
29-148
1,2-Dichloroethane-d4 (S)
%
89
70-132
4-Bromofluorobenzene (S)
%
102
70-130
Toluene-d8 (S)
%
103
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 30

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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
SAMPLE DUPLICATE: 2477059
Parameter
Units
92414311017
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
SAMPLE DUPLICATE: 2477059
Parameter
Units
92414311017
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)
%
76
77
4-Bromofluorobenzene (S)
%
100
101
Toluene-d8 (S)
%
104
102
RPD Qualifiers
1
0
3
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
QC Batch: 453143 Analysis Method: EPA 8270D
QC Batch Method: EPA 3546 Analysis Description: 8270 Solid MSSV Microwave
Associated Lab Samples: 92414388001, 92414388002
METHOD BLANK: 2476348
Associated Lab Samples: 92414388001, 92414388002
Parameter Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/kg
ND
326
01/18/19 21:45
1,2-Dichlorobenzene
ug/kg
ND
326
01/18/19 21:45
1,3-Dichlorobenzene
ug/kg
ND
326
01/18/19 21:45
1,4-Dichlorobenzene
ug/kg
ND
326
01/18/19 21:45
1-Methylnaphthalene
ug/kg
ND
326
01/18/19 21:45
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
326
01/18/19 21:45
2,4,5-Trichlorophenol
ug/kg
ND
326
01/18/19 21:45
2,4,6-Trichlorophenol
ug/kg
ND
326
01/18/19 21:45
2,4-Dichlorophenol
ug/kg
ND
326
01/18/19 21:45
2,4-Dimethylphenol
ug/kg
ND
326
01/18/19 21:45
2,4-Dinitrophenol
ug/kg
ND
1630
01/18/19 21:45
2,4-Dinitrotoluene
ug/kg
ND
326
01/18/19 21:45
2,6-Dinitrotoluene
ug/kg
ND
326
01/18/19 21:45
2-Chloronaphthalene
ug/kg
ND
326
01/18/19 21:45
2-Chlorophenol
ug/kg
ND
326
01/18/19 21:45
2-Methylnaphthalene
ug/kg
ND
326
01/18/19 21:45
2-Methylphenol(o-Cresol)
ug/kg
ND
326
01/18/19 21:45
2-Nitroaniline
ug/kg
ND
1630
01/18/19 21:45
2-Nitrophenol
ug/kg
ND
326
01/18/19 21:45
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
326
01/18/19 21:45
3,3'-Dichlorobenzidine
ug/kg
ND
1630
01/18/19 21:45
3-Nitroaniline
ug/kg
ND
1630
01/18/19 21:45
4,6-Dinitro-2-methyl phenol
ug/kg
ND
651
01/18/19 21:45
4-Bromophenylphenyl ether
ug/kg
ND
326
01/18/19 21:45
4-ChIoro-3-methyl phenol
ug/kg
ND
651
01/18/19 21:45
4-Chloroaniline
ug/kg
ND
1630
01/18/19 21:45
4-Chlorophenylphenyl ether
ug/kg
ND
326
01/18/19 21:45
4-Nitroaniline
ug/kg
ND
651
01/18/19 21:45
4-Nitrophenol
ug/kg
ND
1630
01/18/19 21:45
Acenaphthene
ug/kg
ND
326
01/18/19 21:45
Acenaphthylene
ug/kg
ND
326
01/18/19 21:45
Aniline
ug/kg
ND
326
01/18/19 21:45
Anthracene
ug/kg
ND
326
01/18/19 21:45
Benzo(a)anthracene
ug/kg
ND
326
01/18/19 21:45
Benzo(a)pyrene
ug/kg
ND
326
01/18/19 21:45
Benzo(b)fluoranthene
ug/kg
ND
326
01/18/19 21:45
Benzo(g,h,i)perylene
ug/kg
ND
326
01/18/19 21:45
Benzo(k)fluoranthene
ug/kg
ND
326
01/18/19 21:45
Benzoic Acid
ug/kg
ND
1630
01/18/19 21:45
Benzyl alcohol
ug/kg
ND
651
01/18/19 21:45
bis(2-Chloroethoxy)methane
ug/kg
ND
326
01/18/19 21:45
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
METHOD BLANK: 2476348
Associated Lab Samples: 92414388001, 92414388002
Parameter Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
bis(2-Chloroethyl) ether
ug/kg
ND
326
01/18/19 21:45
bis(2-Ethylhexyl)phthalate
ug/kg
ND
326
01/18/19 21:45
Butylbenzylphthalate
ug/kg
ND
326
01/18/19 21:45
Chrysene
ug/kg
ND
326
01/18/19 21:45
Di-n-butylphthalate
ug/kg
ND
326
01/18/19 21:45
Di-n-octylphthalate
ug/kg
ND
326
01/18/19 21:45
Dibenz(a,h)anthracene
ug/kg
ND
326
01/18/19 21:45
Dibenzofuran
ug/kg
ND
326
01/18/19 21:45
Diethylphthalate
ug/kg
ND
326
01/18/19 21:45
Dimethylphthalate
ug/kg
ND
326
01/18/19 21:45
Fluoranthene
ug/kg
ND
326
01/18/19 21:45
Fluorene
ug/kg
ND
326
01/18/19 21:45
Hexachloro-1,3-butadiene
ug/kg
ND
326
01/18/19 21:45
Hexachlorobenzene
ug/kg
ND
326
01/18/19 21:45
Hexachlorocyclopentadiene
ug/kg
ND
326
01/18/19 21:45
Hexachloroethane
ug/kg
ND
326
01/18/19 21:45
Indeno(1,2,3-cd)pyrene
ug/kg
ND
326
01/18/19 21:45
Isophorone
ug/kg
ND
326
01/18/19 21:45
N-Nitroso-di-n-propylamine
ug/kg
ND
326
01/18/19 21:45
N-Nitrosodimethylamine
ug/kg
ND
326
01/18/19 21:45
N-Nitrosodiphenylamine
ug/kg
ND
326
01/18/19 21:45
Naphthalene
ug/kg
ND
326
01/18/19 21:45
Nitrobenzene
ug/kg
ND
326
01/18/19 21:45
Pentachlorophenol
ug/kg
ND
1630
01/18/19 21:45
Phenanthrene
ug/kg
ND
326
01/18/19 21:45
Phenol
ug/kg
ND
326
01/18/19 21:45
Pyrene
ug/kg
ND
326
01/18/19 21:45
2,4,6-Tribromophenol (S)
%
64
27-110
01/18/19 21:45
2-Fluorobiphenyl (S)
%
70
30-110
01/18/19 21:45
2-Fluorophenol (S)
%
76
13-110
01/18/19 21:45
Nitrobenzene-d5 (S)
%
56
23-110
01/18/19 21:45
Phenol-d6 (S)
%
80
22-110
01/18/19 21:45
Terphenyl-d14 (S)
%
83
28-110
01/18/19 21:45
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2476349
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/kg
1680
1150
69
52-130
1,2-Dichlorobenzene
ug/kg
1680
1320
79
51-130
1,3-Dichlorobenzene
ug/kg
1680
1310
78
50-130
1,4-Dichlorobenzene
ug/kg
1680
1320
79
49-130
1-Methylnaphthalene
ug/kg
1680
1520
90
55-130
2,2'-Oxybis(1-chloropropane)
ug/kg
1680
2440
146
30-130 L1
2,4,5-Trichlorophenol
ug/kg
1680
1300
78
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 30

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
LABORATORY CONTROL SAMPLE:
Parameter
2476349
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2,4,6-TrichIorophenol
ug/kg
1680
1270
76
57-130
2,4-DichIorophenol
ug/kg
1680
1360
81
56-130
2,4-Dimethylphenol
ug/kg
1680
1170
70
51-130
2,4-Dinitrophenol
ug/kg
8390
1720
20
27-133 L2
2,4-Dinitrotoluene
ug/kg
1680
1200
72
61-130
2,6-Dinitrotoluene
ug/kg
1680
1260
75
60-130
2-Chloronaphthalene
ug/kg
1680
1590
95
52-130
2-Chlorophenol
ug/kg
1680
1560
93
54-130
2-Methylnaphthalene
ug/kg
1680
1510
90
54-130
2-Methylphenol(o-Cresol)
ug/kg
1680
1400
84
51-130
2-Nitroaniline
ug/kg
3360
2350
70
51-130
2-Nitrophenol
ug/kg
1680
971
58
49-130
3&4-Methyl phenol (m&p Cresol)
ug/kg
1680
1380
82
11-163
3,3'-Dichlorobenzidine
ug/kg
3360
2430
73
10-132
3-Nitroaniline
ug/kg
3360
3260
97
55-130
4,6-Dinitro-2-methyl phenol
ug/kg
3360
1050
31
47-142 L2
4-Bromophenylphenyl ether
ug/kg
1680
1300
77
59-130
4-Chloro-3-methylphenol
ug/kg
3360
2520
75
55-130
4-Chloroaniline
ug/kg
3360
2870
86
54-130
4-Chlorophenylphenyl ether
ug/kg
1680
1350
81
58-130
4-Nitroaniline
ug/kg
3360
3300
98
54-130
4-Nitrophenol
ug/kg
8390
5310
63
48-130
Acenaphthene
ug/kg
1680
1480
88
60-130
Acenaphthylene
ug/kg
1680
1600
95
60-130
Aniline
ug/kg
1680
1360
81
43-130
Anthracene
ug/kg
1680
1650
98
63-130
Benzo(a)anthracene
ug/kg
1680
1610
96
59-130
Benzo(a)pyrene
ug/kg
1680
1690
101
57-130
Benzo(b)fluoranthene
ug/kg
1680
1820
109
54-130
Benzo(g,h,i)perylene
ug/kg
1680
1500
90
59-130
Benzo(k)fluoranthene
ug/kg
1680
1690
101
54-130
Benzoic Acid
ug/kg
8390
4420
53
19-130
Benzyl alcohol
ug/kg
3360
2900
87
50-130
bis(2-Chloroethoxy)methane
ug/kg
1680
1300
77
54-130
bis(2-Chloroethyl) ether
ug/kg
1680
1290
77
48-130
bis(2-Ethylhexyl)phthalate
ug/kg
1680
1520
90
45-134
Butylbenzylphthalate
ug/kg
1680
1640
98
46-138
Chrysene
ug/kg
1680
1610
96
58-130
Di-n-butylphthalate
ug/kg
1680
1470
87
60-130
Di-n-octylphthalate
ug/kg
1680
1700
102
53-130
Dibenz(a,h)anthracene
ug/kg
1680
1500
89
59-130
Dibenzofuran
ug/kg
1680
1480
88
60-130
Diethylphthalate
ug/kg
1680
1290
77
60-130
Dimethylphthalate
ug/kg
1680
1300
77
60-130
Fluoranthene
ug/kg
1680
1710
102
65-130
Fluorene
ug/kg
1680
1540
92
63-130
Hexachloro-1,3-butadiene
ug/kg
1680
947
56
46-130
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 30

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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
LABORATORY CONTROL SAMPLE:
Parameter
2476349
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
Hexachlorobenzene
ug/kg
1680
1360
81
58-130
Hexachlorocyclopentadiene
ug/kg
1680
622
37
23-130
Hexachloroethane
ug/kg
1680
1070
64
47-130
Indeno(1,2,3-cd)pyrene
ug/kg
1680
1510
90
60-130
Isophorone
ug/kg
1680
984
59
49-130
N-Nitroso-di-n-propylamine
ug/kg
1680
1200
71
47-130
N-Nitrosodimethylamine
ug/kg
1680
1380
82
45-130
N-Nitrosodiphenylamine
ug/kg
1680
1570
93
59-130
Naphthalene
ug/kg
1680
1500
89
55-130
Nitrobenzene
ug/kg
1680
1040
62
49-130
Pentachlorophenol
ug/kg
3360
2180
65
10-132
Phenanthrene
ug/kg
1680
1600
95
62-130
Phenol
ug/kg
1680
1370
81
46-130
Pyrene
ug/kg
1680
1730
103
53-130
2,4,6-Tribromophenol (S)
%
83
27-110
2-Fluorobiphenyl (S)
%
74
30-110
2-Fluorophenol(S)
%
87
13-110
Nitrobenzene-d5(S)
%
61
23-110
Phenol-d6 (S)
%
85
22-110
Terphenyl-d14 (S)
%
86
28-110
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
QC Batch: 452951 Analysis Method: MADEP EPH
QC Batch Method: MADEP EPH Analysis Description: MADEP EPH NC Soil
Associated Lab Samples: 92414388001, 92414388002
METHOD BLANK: 2475356
Matrix:
Solid
Associated Lab Samples:
92414388001, 92414388002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C09-C18)
mg/kg
ND
10.0
01/18/19 06:55 N2
Aliphatic (C19-C36)
mg/kg
ND
10.0
01/18/19 06:55 N2
Aromatic (C11-C22)
mg/kg
ND
10.0
01/18/19 06:55 N2
2-Bromonaphthalene (S)
%
66
40-140
01/18/19 06:55
2-Fluorobiphenyl (S)
%
64
40-140
01/18/19 06:55
Nonatriacontane (S)
%
61
40-140
01/18/19 06:55
o-Terphenyl (S)
%
53
40-140
01/18/19 06:55
LABORATORY CONTROL SAMPLE & LCSD:
Parameter
2475357
Units
Spike
Conc.
2475358
LCS LCSD
Result Result
LCS LCSD
% Rec % Rec
% Rec Max
Limits RPD RPD Qualifiers
Aliphatic (C09-C18)
mg/kg
10
ND ND
61
58
40-140 50 N2
Aliphatic (C19-C36)
mg/kg
13.3
ND ND
63
63
40-140 50 N2
Aromatic (C11-C22)
mg/kg
28.2
14.9 14.5
53
52
40-140 2 50 N2
2-Bromonaphthalene (S)
%
63
61
40-140
2-Fluorobiphenyl (S)
%
63
62
40-140
Nonatriacontane (S)
%
68
71
40-140
o-Terphenyl(S)
%
57
61
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC.
Page 24 of 30

Pace Analytical Services, LLC
ceAnalX cal ® 9800 Kiney Ave. Suite 100
Huntersville, NC 28078078
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
QC Batch: 453132 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92414388001, 92414388002
SAMPLE DUPLICATE: 2476314
92414388001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 30.0 31.1 4
SAMPLE DUPLICATE: 2476315
92414423001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 57.5 58.1 1
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: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 30

Pace Analytical Services, LLC
ceAnalX cal ® 9800 Kiney Ave. Suite 100
Huntersville, NC 28078078
www.pacelabs.com [phone]
QUALIFIERS
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
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
C9 Common Laboratory Contaminant.
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
L1 Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
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.
S4 Surrogate recovery not evaluated against control limits due to sample dilution.
S5 Surrogate recovery outside control limits due to matrix interferences (not confirmed by re -analysis).
REPORT OF LABORATORY ANALYSIS
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Date: 01 /24/2019 01:26 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 30

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: MEADOW OAK INDUSTRIAL PHASE I
Pace Project No.: 92414388
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Analytical
Batch
92414388001
MW1-15
MADEP EPH
452951
MADEP EPH
453209
92414388002
MW1-25
MADEP EPH
452951
MADEP EPH
453209
92414388001
MW1-15
MADEP VPH
453342
MADEP VPH
453348
92414388002
MW1-25
MADEP VPH
453342
MADEP VPH
453348
92414388001
MW1-15
EPA 3546
453143
EPA 8270D
453324
92414388002
MW1-25
EPA 3546
453143
EPA 8270D
453324
92414388001
MW1-15
EPA 5035A
453256
EPA 8260B
453292
92414388002
MW1-25
EPA 5035A
453256
EPA 8260B
453292
92414388001
MW1-15
ASTM D2974-87
453132
92414388002
MW1-25
ASTM D2974-87
453132
Date: 01/24/2019 01:26 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 27 of 30

Document Name:_ Oacutitent Revised: Fearuary +,
IssuingAutnancY;
aceAnalyfica! Document No.: pace Carolinas gsia[1 Office
I F-CAR-CS•033-Rev.06
Laboratory receiving samples: Raleigh❑ Mechanicsville❑
Asheville ❑ Eden❑ Greenwood ❑ Huntersvilte ll,I OTir }�
SampleCondiliClient Name: IW92414388
Upon Re(eipt Project #:
Courier: [2Ee-d-Ex_ _ ❑UPS ❑USPS ❑Client
0 Commercial ❑Pace ❑Other: 92414388
Custody Seal Present? ❑Yes ❑No. Seals Intact? ❑Yes ONO
cate(Inttlals Person Examining Contents"- {
Biological Tissue Frozen?.
Packing Mate;fah: ❑Bubble Wrap ❑Bubble Bags []None. ❑ Other []yes []NO ❑N/A
Thermometer: Type of Ice: ❑'Net []Blue ❑Non:
I�dt bun ID: 92`F046
CoolerTemprQ: { Correctlon Factor: Add/SubtractN Q,0 _ Temp Should be above freezing to 6'C
j [Samples out of temp criteria. Samples on Ice, cooling process
Coolertemp Corrected ('C): hasten
USDA Regulated Soil (❑ N/A, water sample) lesorl&ate from a forel n source (Intec ationally,
B
Did samales origlaate in a quarantine zone within the United States: CA, NY, or SC (check maps)? Did sAmp Nawai[ and Fuerto Rico)? []Yes No
❑Yes ONo
Chain of Custody Present?
❑Yes
I]No
El N/A
1.
Samples Arrived within Hold Time?
]yes,
[]No
❑N/A
2.
Short Hold Time Analysis (c71hr.)?
[]yes
❑No
❑NIA
3.
Rush Turn Around Time Requested?
[]yes
[]NO
❑NIA
4•
SuffsdentVolume?
'❑Yes
❑Na
❑NIA
S.
Correct Containers Used?
-Pace Containers Used?
❑Yes
❑Yes
❑No
❑No
❑NIA
❑N/A
6.
Containers Intact?
❑Yes
[]No
I]N/A
7.
Dissolved analysis. Samples Field Filtered?
Dyes
ONO
❑NIA
I
Sample Labels Match COC?
Dyes
[]No
❑NIA
9,
-includesDate/Tlme/lD/Analysis Matrix;
c L
Heads ace in VOA Vials (>5-6mm)?
Trip Blank Present?
[]Yes
❑Yes
❑No
❑Na
ON/A
[]N/A
10,
11,
Trip BlankCuslody Seals Present?
Oyes
❑No
EIN/A
COMMEWSISAMPLE DISCREPANCY
Lot ID of S
CLIENT NO-RFICATtONIRESOLLITSON
Person contacted: Date/Time:
Field Data Required? ❑Yes ONO
Project Manager SCURF Review: Date:
Date:
Project Manager SRF Review:
Page 28 of 30

V V..Y�44G4,� 4\o41�c.
:onalition-Upon-Recel�
Document No.:
f-CAR-05-033-Rev.05
Page i of 2 _
issuing Authority:
f arnlima5 Ouafity Office
*Check mark top half of box if pH and/or dechforination is
verifled and within the acceptance range for preservation
samples,
Exceptfans: VOA, Collform, TOC, Oil and Grease, oROIBO15 (water) DOC, LLHS
**Bottom half of box 1s to list number of bottle
Prole 1W4# : 92414388
pM Due Date: 01/24/19
CLIENT: 92—ECS
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pH Adjustment Log. for Preserved Samples
Sample IA Type of Preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative Lot #
adlusted added
Note: Whenever there Is a discrepancy affecting North Caroltna compliance samples, a capy of this form will he sent to the North Carolina DEHNR Certiricatlon Offlce (I.e.
Out of hold, Incorrect preservative, out of temp, incorrect containers.
Page 29 of 30

`cea,raryrrcar CHAIN -OF -CUSTODY 1 Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information: Page: 1 Of 1
Company: ECS Charlotte Report To, Joe Nestor Attention'
Address: 1812 Center Park Drive Copy To: Company Name:
Charlotte, NC 28217
Address.
Requiatory Agency
Emall', jnestor ecslimited. com
Purchase Order #
Pace Ouote
Phone. NONE Fax
Project Name: Meadow Oak Industrial Phase t
Pace Project Manager: j 9 taylocexell pacela6s.cam,
State! Loeadan
Requested Due Date:
Project #:
Pace Profile #:
NC
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SAMPLER NAME AND SIGNATURE
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co `c}

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
January 25, 2019
Joe Nestor
ECS Southeast
1812 Center Park Drive
Suite D
Charlotte, NC 28217
RE: Project: GROUNDWATER
Pace Project No.: 92414635
Dear Joe Nestor:
Enclosed are the analytical results for sample(s) received by the laboratory on January 18, 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 24

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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: GROUNDWATER
Pace Project No.: 92414635
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
REPORT OF LABORATORY ANALYSIS
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Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
GROUNDWATER
92414635
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92414635001
MW-1
MADEP EPH
SEM
7
PASI-C
MADEP VPH
LMB
6
PASI-C
EPA 625.1
PKS
58
PASI-C
SM 6200B
GAW
16
PASI-C
REPORT OF LABORATORY ANALYSIS
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Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: GROUNDWATER
Pace Project No.: 92414635
Sample: MW-1
Lab ID: 92414635001 Collected: 01/18/19
15:15
Received: 01/18/19 16:20 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No.
Qual
MADEP EPH NC Water
Analytical Method:
MADEP EPH Preparation Method: MADEP EPH
Aliphatic (C09-C18)
ND
ug/L
98.0
1
01/24/19 11:45
01/25/19 08:07
N2
Aliphatic (C19-C36)
ND
ug/L
98.0
1
01/24/19 11:45
01/25/19 08:07
N2
Aromatic (C11-C22)
ND
ug/L
98.0
1
01/24/19 11:45
01/25/19 08:07
N2
Surrogates
Nonatriacontane (S)
73
%
40-140
1
01/24/19 11:45
01/25/19 08:07
7194-86-7
o-Terphenyl (S)
79
%
40-140
1
01/24/19 11:45
01/25/19 08:07
84-15-1
2-Fluorobiphenyl (S)
84
%
40-140
1
01/24/19 11:45
01/25/19 08:07
321-60-8
2-Bromonaphthalene (S)
74
%
40-140
1
01/24/19 11:45
01/25/19 08:07
580-13-2
VPH NC Water
Analytical Method:
MADEP VPH
Aliphatic (C05-CO8)
ND
ug/L
50.0
1
01/24/19 18:00
N2
Aliphatic (C09-C12)
ND
ug/L
50.0
1
01/24/19 18:00
N2
Aliphatic(C09-C12)Adjusted
ND
ug/L
50.0
1
01/24/19 18:00
N2
Aromatic (C09-C10)
ND
ug/L
50.0
1
01/24/19 18:00
N2
Surrogates
4-Bromofluorobenzene (FID) (S)
80
%
70-130
1
01/24/19 18:00
460-00-4
4-Bromofluorobenzene (PID) (S)
79
%
70-130
1
01/24/19 18:00
460-00-4
625 MSSV
Analytical Method:
EPA 625.1
Preparation Method: EPA 625.1
Acenaphthene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
83-32-9
Acenaphthylene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
208-96-8
Anthracene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
120-12-7
Benzo(a)anthracene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
56-55-3
Benzo(a)pyrene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
50-32-8
Benzo(b)fluoranthene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
191-24-2
Benzo(k)fluoranthene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
101-55-3
Butylbenzylphthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
111-44-4
2-Chloronaphthalene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
91-58-7
2-Chlorophenol
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
7005-72-3
Chrysene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
24.5
1
01/21/19 12:12
01/22/19 22:23
91-94-1
2,4-Dichlorophenol
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
120-83-2
Diethylphthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
84-66-2
2,4-Dimethylphenol
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
105-67-9
Dimethylphthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
131-11-3
Di-n-butylphthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/L
19.6
1
01/21/19 12:12
01/22/19 22:23
534-52-1
2,4-Dinitrophenol
ND
ug/L
49.0
1
01/21/19 12:12
01/22/19 22:23
51-28-5
2,4-Dinitrotoluene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
121-14-2
2,6-Dinitrotoluene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
606-20-2
REPORT OF LABORATORY ANALYSIS
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Date: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 4 of 24

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Project: GROUNDWATER
Pace Project No.: 92414635
Sample: MW-1
Parameters
ANALYTICAL RESULTS
Lab ID: 92414635001 Collected: 01/18/19 15:15 Received: 01/18/19 16:20 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 MSSV Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Di-n-octylphthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
117-81-7
Fluoranthene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
206-44-0
Fluorene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
87-68-3
Hexachlorobenzene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
77-47-4
Hexachloroethane
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
193-39-5
Isophorone
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
78-59-1
Naphthalene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
91-20-3
Nitrobenzene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
98-95-3
2-Nitrophenol
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
88-75-5
4-Nitrophenol
ND
ug/L
49.0
1
01/21/19 12:12
01/22/19 22:23
100-02-7
N-Nitrosodimethylamine
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
108-60-1
Pentachlorophenol
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
87-86-5
Phenanthrene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
85-01-8
Phenol
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
108-95-2
Pyrene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
4.9
1
01/21/19 12:12
01/22/19 22:23
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
9.8
1
01/21/19 12:12
01/22/19 22:23
88-06-2
Surrogates
Nitrobenzene-d5 (S)
83
%
10-120
1
01/21/19 12:12
01/22/19 22:23
4165-60-0
2-Fluorobiphenyl (S)
76
%
15-120
1
01/21/19 12:12
01/22/19 22:23
321-60-8
Terphenyl-d14 (S)
61
%
11-131
1
01/21/19 12:12
01/22/19 22:23
1718-51-0
Phenol-d6 (S)
27
%
10-120
1
01/21/19 12:12
01/22/19 22:23
13127-88-3
2-Fluorophenol (S)
38
%
10-120
1
01/21/19 12:12
01/22/19 22:23
367-12-4
2,4,6-Tribromophenol (S)
74
%
10-137
1
01/21/19 12:12
01/22/19 22:23
118-79-6
602 Volatiles by Method 6200
Analytical Method:
SM 6200B
Benzene
ND
ug/L
1.0
1
01/23/19 10:50
71-43-2
Chlorobenzene
ND
ug/L
1.0
1
01/23/19 10:50
108-90-7
1,2-Dichlorobenzene
ND
ug/L
1.0
1
01/23/19 10:50
95-50-1
1,3-Dichlorobenzene
ND
ug/L
1.0
1
01/23/19 10:50
541-73-1
1,4-Dichlorobenzene
ND
ug/L
1.0
1
01/23/19 10:50
106-46-7
Diisopropyl ether
ND
ug/L
1.0
1
01/23/19 10:50
108-20-3
Ethylbenzene
ND
ug/L
1.0
1
01/23/19 10:50
100-41-4
Isopropylbenzene (Cumene)
ND
ug/L
1.0
1
01/23/19 10:50
98-82-8
Methyl-tert-butyl ether
ND
ug/L
1.0
1
01/23/19 10:50
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/23/19 10:50
91-20-3
Toluene
ND
ug/L
1.0
1
01/23/19 10:50
108-88-3
m&p-Xylene
ND
ug/L
2.0
1
01/23/19 10:50
179601-23-1
o-Xylene
ND
ug/L
1.0
1
01/23/19 10:50
95-47-6
REPORT OF LABORATORY ANALYSIS
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Date: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 5 of 24

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ANALYTICAL RESULTS
Project: GROUNDWATER
Pace Project No.: 92414635
Sample: MW-1
Lab ID: 92414635001 Collected: 01/18/19 15:15
Received: 01/18/19 16:20 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Surrogates
4-Bromofluorobenzene (S)
99 %
70-130
1
01/23/19 10:50
460-00-4
1,2-Dichloroethane-d4 (S)
100 %
70-130
1
01/23/19 10:50
17060-07-0
Toluene-d8(S)
97 %
70-130
1
01/23/19 10:50
2037-26-5
Date: 01/25/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 24

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Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
QC Batch: 454352 Analysis Method: MADEP VPH
QC Batch Method: MADEP VPH Analysis Description: VPH NC Water
Associated Lab Samples: 92414635001
METHOD BLANK: 2481535
Associated Lab Samples: 92414635001
Parameter
Units
Aliphatic (C05-008)
ug/L
Aliphatic (C09-C12)
ug/L
Aromatic (C09-C10)
ug/L
4-Bromofluorobenzene (FID) (S)
%
4-Bromofluorobenzene (PID) (S)
%
Matrix: Water
Blank
Reporting
Result
Limit
Analyzed Qualifiers
ND
50.0
01/24/1917:00 N2
ND
50.0
01/24/1917:00 N2
ND
50.0
01/24/1917:00 N2
80
70-130
01/24/1917:00
80
70-130
01/24/1917:00
LABORATORY CONTROL SAMPLE & LCSD:
2481536
2481537
Spike
LCS
LCSD
LCS
LCSD
% Rec Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Aliphatic (C05-CO8)
ug/L
300
345
328
115
109
70-130 5 25 N2
Aliphatic (C09-C12)
ug/L
300
307
290
102
97
30-130 6 25 N2
Aromatic (C09-C10)
ug/L
100
95.3
92.0
95
92
70-130 4 25 N2
4-Bromofluorobenzene (FID) (S)
%
78
83
70-130
4-Bromofluorobenzene (PID) (S)
%
77
83
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 7 of 24

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Pace Analytical Services, LLC
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Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
QC Batch: 453769 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 602 by 6200B
Associated Lab Samples: 92414635001
METHOD BLANK: 2479176
Associated Lab Samples: 92414635001
Parameter
Units
1,2-Dichlorobenzene
ug/L
1,3-Dichlorobenzene
ug/L
1,4-Dichlorobenzene
ug/L
Benzene
ug/L
Chlorobenzene
ug/L
Diisopropyl ether
ug/L
Ethylbenzene
ug/L
Isopropylbenzene (Cumene)
ug/L
m&p-Xylene
ug/L
Methyl-tert-butyl ether
ug/L
Naphthalene
ug/L
o-Xylene
ug/L
Toluene
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
2.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
2.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
ND
1.0
01/23/19 09:29
98
70-130
01/23/19 09:29
94
70-130
01/23/19 09:29
100
70-130
01/23/19 09:29
LABORATORY CONTROL SAMPLE:
Parameter
2479177
Units
Spike
Conc.
LCS
Result
1,2-Dichlorobenzene
ug/L
50
51.1
1,3-Dichlorobenzene
ug/L
50
50.2
1,4-Dichlorobenzene
ug/L
50
49.9
Benzene
ug/L
50
50.5
Chlorobenzene
ug/L
50
49.6
Diisopropyl ether
ug/L
50
51.6
Ethylbenzene
ug/L
50
50.2
Isopropylbenzene (Cumene)
ug/L
50
51.9
m&p-Xylene
ug/L
100
101
Methyl-tert-butyl ether
ug/L
50
52.7
Naphthalene
ug/L
50
53.5
o-Xylene
ug/L
50
51.1
Toluene
ug/L
50
49.0
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
LCS
% Rec
Qualifiers
% Rec
Limits
102 60-140
100 60-140
100 60-140
101 60-140
99 60-140
103 60-140
100 60-140
104 60-140
101 60-140
105 60-140
107 60-140
102 60-140
98 60-140
102 70-130
97 70-130
95 70-130
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
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Date: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 8 of 24

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Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
2479178
2479179
MS
MSD
92414635001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,2-Dichlorobenzene
ug/L
ND
20
20
22.6
21.5
113
108
60-140
5
1,3-Dichlorobenzene
ug/L
ND
20
20
23.0
21.8
115
109
60-140
5
1,4-Dichlorobenzene
ug/L
ND
20
20
22.6
22.2
113
111
60-140
2
Benzene
ug/L
ND
20
20
22.3
21.8
112
109
60-140
2
Chlorobenzene
ug/L
ND
20
20
21.6
22.4
108
112
60-140
4
Diisopropyl ether
ug/L
ND
20
20
22.1
21.9
110
110
60-140
1
Ethylbenzene
ug/L
ND
20
20
22.0
22.7
110
113
60-140
3
Isopropylbenzene (Cumene)
ug/L
ND
20
20
22.6
23.6
113
118
60-140
4
m&p-Xylene
ug/L
ND
40
40
44.8
46.4
112
116
60-140
3
Methyl-tert-butyl ether
ug/L
ND
20
20
22.0
21.5
110
108
60-140
2
Naphthalene
ug/L
ND
20
20
22.4
21.6
112
108
60-140
4
o-Xylene
ug/L
ND
20
20
21.7
22.7
108
114
60-140
5
Toluene
ug/L
ND
20
20
21.9
21.6
109
108
60-140
1
1,2-Dichloroethane-d4 (S)
%
96
98
70-130
4-Bromofluorobenzene (S)
%
96
102
70-130
Toluene-d8(S)
%
99
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 9 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
QC Batch: 453488 Analysis Method: EPA 625.1
QC Batch Method: EPA 625.1 Analysis Description: 625 MSS
Associated Lab Samples: 92414635001
METHOD BLANK: 2477938
Associated Lab Samples: 92414635001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/L
ND
5.0
01/22/19 11:42
2,2'-Oxybis(1-chloropropane)
ug/L
ND
5.0
01/22/19 11:42
2,4,6-Trichlorophenol
ug/L
ND
10.0
01/22/19 11:42
2,4-Dichlorophenol
ug/L
ND
5.0
01/22/19 11:42
2,4-Dimethylphenol
ug/L
ND
10.0
01/22/19 11:42
2,4-Dinitrophenol
ug/L
ND
50.0
01/22/19 11:42
2,4-Dinitrotoluene
ug/L
ND
5.0
01/22/19 11:42
2,6-Dinitrotoluene
ug/L
ND
5.0
01/22/19 11:42
2-Chloronaphthalene
ug/L
ND
5.0
01/22/19 11:42
2-Chlorophenol
ug/L
ND
5.0
01/22/19 11:42
2-Nitrophenol
ug/L
ND
5.0
01/22/19 11:42
3,3'-Dichlorobenzidine
ug/L
ND
25.0
01/22/19 11:42
4,6-Dinitro-2-methyl phenol
ug/L
ND
20.0
01/22/19 11:42
4-Bromophenylphenyl ether
ug/L
ND
5.0
01/22/19 11:42
4-Chloro-3-methylphenol
ug/L
ND
5.0
01/22/19 11:42
4-Chlorophenylphenyl ether
ug/L
ND
5.0
01/22/19 11:42
4-Nitrophenol
ug/L
ND
50.0
01/22/19 11:42
Acenaphthene
ug/L
ND
5.0
01/22/19 11:42
Acenaphthylene
ug/L
ND
5.0
01/22/19 11:42
Anthracene
ug/L
ND
5.0
01/22/19 11:42
Benzo(a)anthracene
ug/L
ND
5.0
01/22/19 11:42
Benzo(a)pyrene
ug/L
ND
5.0
01/22/19 11:42
Benzo(b)fluoranthene
ug/L
ND
5.0
01/22/19 11:42
Benzo(g,h,i)perylene
ug/L
ND
5.0
01/22/19 11:42
Benzo(k)fluoranthene
ug/L
ND
5.0
01/22/19 11:42
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
01/22/19 11:42
bis(2-Chloroethyl) ether
ug/L
ND
5.0
01/22/19 11:42
bis(2-Ethylhexyl)phthalate
ug/L
ND
5.0
01/22/19 11:42
Butylbenzylphthalate
ug/L
ND
5.0
01/22/19 11:42
Chrysene
ug/L
ND
5.0
01/22/19 11:42
Di-n-butylphthalate
ug/L
ND
5.0
01/22/19 11:42
Di-n-octylphthalate
ug/L
ND
5.0
01/22/19 11:42
Dibenz(a,h)anthracene
ug/L
ND
5.0
01/22/19 11:42
Diethylphthalate
ug/L
ND
5.0
01/22/19 11:42
Dimethylphthalate
ug/L
ND
5.0
01/22/19 11:42
Fluoranthene
ug/L
ND
5.0
01/22/19 11:42
Fluorene
ug/L
ND
5.0
01/22/19 11:42
Hexachloro-1,3-butadiene
ug/L
ND
5.0
01/22/19 11:42
Hexachlorobenzene
ug/L
ND
5.0
01/22/19 11:42
Hexachlorocyclopentadiene
ug/L
ND
10.0
01/22/19 11:42
Hexachloroethane
ug/L
ND
5.0
01/22/19 11:42
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 10 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
METHOD BLANK: 2477938
Associated Lab Samples: 92414635001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Indeno(1,2,3-cd)pyrene
ug/L
ND
5.0
01/22/19 11:42
Isophorone
ug/L
ND
10.0
01/22/19 11:42
N-Nitroso-di-n-propylamine
ug/L
ND
5.0
01/22/19 11:42
N-Nitrosodimethylamine
ug/L
ND
5.0
01/22/19 11:42
N-Nitrosodiphenylamine
ug/L
ND
10.0
01/22/19 11:42
Naphthalene
ug/L
ND
5.0
01/22/19 11:42
Nitrobenzene
ug/L
ND
5.0
01/22/19 11:42
Pentachlorophenol
ug/L
ND
10.0
01/22/19 11:42
Phenanthrene
ug/L
ND
5.0
01/22/19 11:42
Phenol
ug/L
ND
5.0
01/22/19 11:42
Pyrene
ug/L
ND
5.0
01/22/19 11:42
2,4,6-Tribromophenol (S)
%
72
10-137
01/22/19 11:42
2-Fluorobiphenyl (S)
%
87
15-120
01/22/19 11:42
2-Fluorophenol (S)
%
42
10-120
01/22/19 11:42
Nitrobenzene-d5 (S)
%
77
10-120
01/22/19 11:42
Phenol-d6 (S)
%
27
10-120
01/22/19 11:42
Terphenyl-d14 (S)
%
76
11-131
01/22/19 11:42
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2477939
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4-Trichlorobenzene
ug/L
50
32.8
66
44-142
2,2'-Oxybis(1-chloropropane)
ug/L
50
43.0
86
36-166
2,4,6-Trichlorophenol
ug/L
50
36.4
73
37-144
2,4-Dichlorophenol
ug/L
50
34.6
69
39-135
2,4-Dimethylphenol
ug/L
50
34.6
69
32-120
2,4-Dinitrophenol
ug/L
250
168
67
1-191
2,4-Dinitrotoluene
ug/L
50
45.6
91
39-139
2,6-Dinitrotoluene
ug/L
50
46.6
93
50-158
2-Chloronaphthalene
ug/L
50
40.2
80
60-120
2-Chlorophenol
ug/L
50
30.9
62
23-134
2-Nitrophenol
ug/L
50
35.8
72
29-181
3,3'-Dichlorobenzidine
ug/L
100
83.0
83
1-262
4,6-Dinitro-2-methyl phenol
ug/L
100
88.3
88
1-181
4-Bromophenylphenyl ether
ug/L
50
43.3
87
53-127
4-ChIoro-3-methyl phenol
ug/L
100
74.0
74
22-147
4-Chlorophenylphenyl ether
ug/L
50
42.4
85
25-158
4-Nitrophenol
ug/L
250
104
42
1-132
Acenaphthene
ug/L
50
46.1
92
47-145
Acenaphthylene
ug/L
50
49.1
98
33-145
Anthracene
ug/L
50
51.7
103
27-133
Benzo(a)anthracene
ug/L
50
50.4
101
33-143
Benzo(a)pyrene
ug/L
50
48.6
97
17-163
Benzo(b)fluoranthene
ug/L
50
47.8
96
24-159
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 11 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
LABORATORY CONTROL SAMPLE:
2477939
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Benzo(g,h,i)perylene
ug/L
50
43.4
87
1-219
Benzo(k)fluoranthene
ug/L
50
47.2
94
11-162
bis(2-Chloroethoxy)methane
ug/L
50
39.7
79
33-184
bis(2-Chloroethyl) ether
ug/L
50
37.7
75
12-158
bis(2-Ethylhexyl)phthalate
ug/L
50
55.2
110
8-158
Butylbenzylphthalate
ug/L
50
56.1
112
1-152
Chrysene
ug/L
50
47.7
95
17-168
Di-n-butylphthalate
ug/L
50
53.5
107
1-120
Di-n-octylphthalate
ug/L
50
56.9
114
4-146
Dibenz(a,h)anthracene
ug/L
50
46.6
93
1-227
Diethylphthalate
ug/L
50
47.8
96
1-120
Dimethylphthalate
ug/L
50
45.3
91
1-120
Fluoranthene
ug/L
50
50.3
101
26-137
Fluorene
ug/L
50
46.8
94
59-121
Hexachloro-1,3-butadiene
ug/L
50
30.5
61
24-120
Hexachlorobenzene
ug/L
50
44.4
89
1-152
Hexachlorocyclopentadiene
ug/L
50
34.2
68
25-150
Hexachloroethane
ug/L
50
31.6
63
40-120
Indeno(1,2,3-cd)pyrene
ug/L
50
47.1
94
1-171
Isophorone
ug/L
50
37.4
75
21-196
N-Nitroso-di-n-propylamine
ug/L
50
41.4
83
1-230
N-Nitrosodimethylamine
ug/L
50
29.5
59
25-150
N-Nitrosodiphenylamine
ug/L
50
49.5
99
25-150
Naphthalene
ug/L
50
40.2
80
21-133
Nitrobenzene
ug/L
50
41.0
82
35-180
Pentachlorophenol
ug/L
100
66.4
66
14-176
Phenanthrene
ug/L
50
52.0
104
54-120
Phenol
ug/L
50
17.0
34
5-120
Pyrene
ug/L
50
45.9
92
52-120
2,4,6-Tribromophenol (S)
%
88
10-137
2-Fluorobiphenyl (S)
%
83
15-120
2-Fluorophenol (S)
%
39
10-120
Nitrobenzene-d5 (S)
%
87
10-120
Phenol-d6 (S)
%
28
10-120
Terphenyl-d14 (S)
%
74
11-131
MATRIX SPIKE SAMPLE:
2477941
92413985038
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/L
ND
47.6
28.2
59
44-142
2,2'-Oxybis(1-chloropropane)
ug/L
ND
47.6
46.4
97
36-166
2,4,6-Trichlorophenol
ug/L
ND
47.6
32.4
68
37-144
2,4-Dichlorophenol
ug/L
ND
47.6
30.1
63
39-135
2,4-Dimethylphenol
ug/L
29.6
47.6
60.1
64
32-120
2,4-Dinitrophenol
ug/L
ND
238
157
66
1-191
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 12 of 24

aceAnalytical
-pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
MATRIX SPIKE SAMPLE:
2477941
92413985038
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
2,4-Dinitrotoluene
ug/L
ND
47.6
38.8
81
39-139
2,6-Dinitrotoluene
ug/L
ND
47.6
40.4
85
50-158
2-Chloronaphthalene
ug/L
ND
47.6
32.1
67
60-120
2-Chlorophenol
ug/L
ND
47.6
26.0
55
23-134
2-Nitrophenol
ug/L
ND
47.6
27.7
58
29-182
3,3'-Dichlorobenzidine
ug/L
ND
95.2
ND
0
1-262 M1
4,6-Dinitro-2-methyl phenol
ug/L
ND
95.2
80.2
84
1-181
4-Bromophenylphenyl ether
ug/L
ND
47.6
38.2
80
53-127
4-Chloro-3-methylphenol
ug/L
ND
95.2
71.4
75
22-147
4-Chlorophenylphenyl ether
ug/L
ND
47.6
36.3
76
25-158
4-Nitrophenol
ug/L
ND
238
106
45
1-132
Acenaphthene
ug/L
ND
47.6
38.4
81
47-145
Acenaphthylene
ug/L
ND
47.6
38.9
82
33-145
Anthracene
ug/L
ND
47.6
44.9
94
27-133
Benzo(a)anthracene
ug/L
ND
47.6
43.5
91
33-143
Benzo(a)pyrene
ug/L
ND
47.6
43.2
91
17-163
Benzo(b)fluoranthene
ug/L
ND
47.6
45.6
96
24-159
Benzo(g,h,i)perylene
ug/L
ND
47.6
47.7
100
1-219
Benzo(k)fluoranthene
ug/L
ND
47.6
45.5
95
11-162
bis(2-Chloroethoxy)methane
ug/L
ND
47.6
30.8
65
33-184
bis(2-Chloroethyl) ether
ug/L
ND
47.6
29.8
63
12-158
bis(2-Ethylhexyl)phthalate
ug/L
ND
47.6
48.3
102
8-158
Butylbenzylphthalate
ug/L
ND
47.6
47.9
101
1-152
Chrysene
ug/L
ND
47.6
41.5
87
17-168
Di-n-butylphthalate
ug/L
ND
47.6
45.9
96
1-120
Di-n-octylphthalate
ug/L
ND
47.6
52.5
110
4-146
Dibenz(a,h)anthracene
ug/L
ND
47.6
48.7
102
1-227
Diethylphthalate
ug/L
ND
47.6
38.9
82
1-120
Dimethylphthalate
ug/L
ND
47.6
36.5
77
1-120
Fluoranthene
ug/L
ND
47.6
43.6
92
26-137
Fluorene
ug/L
1.01
47.6
39.5
81
59-121
Hexachloro-1,3-butadiene
ug/L
ND
47.6
27.3
57
24-120
Hexachlorobenzene
ug/L
ND
47.6
37.3
78
1-152
Hexachlorocyclopentadiene
ug/L
ND
47.6
25.2
53
25-150
Hexachloroethane
ug/L
ND
47.6
28.7
60
40-120
Indeno(1,2,3-cd)pyrene
ug/L
ND
47.6
48.4
102
1-171
Isophorone
ug/L
ND
47.6
30.0
63
21-196
N-Nitroso-di-n-propylamine
ug/L
ND
47.6
33.2
70
1-230
N-Nitrosodimethylamine
ug/L
ND
47.6
24.4
51
25-150
N-Nitrosodiphenylamine
ug/L
ND
47.6
42.4
89
25-150
Naphthalene
ug/L
223
47.6
220
-6
21-133 M1
Nitrobenzene
ug/L
ND
47.6
30.2
63
35-180
Pentachlorophenol
ug/L
ND
95.2
71.1
75
14-176
Phenanthrene
ug/L
ND
47.6
46.2
97
54-120
Phenol
ug/L
ND
47.6
16.4
34
5-120
Pyrene
ug/L
ND
47.6
44.1
93
52-120
2,4,6-Tribromophenol (S)
%
90
10-137
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 13 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
MATRIX SPIKE SAMPLE:
2477941
92413985038 Spike MS MS
% Rec
Parameter
Units
Result Conc. Result % Rec
Limits Qualifiers
2-Fluorobiphenyl (S)
%
70
15-120
2-Fluorophenol(S)
%
36
10-120
Nitrobenzene-d5 (S)
%
74
10-120
Phenol-d6 (S)
%
29
10-120
Terphenyl-d14 (S)
%
50
11-131
SAMPLE DUPLICATE: 2477940
Parameter
Units
92414358008
Result
Dup
Result
1,2,4-Trichlorobenzene
ug/L
ND
ND
2,2'-Oxybis(1-chloropropane)
ug/L
ND
ND
2,4,6-Trichlorophenol
ug/L
ND
ND
2,4-Dichlorophenol
ug/L
ND
ND
2,4-Dimethylphenol
ug/L
ND
ND
2,4-Dinitrophenol
ug/L
ND
ND
2,4-Dinitrotoluene
ug/L
ND
ND
2,6-Dinitrotoluene
ug/L
ND
ND
2-Chloronaphthalene
ug/L
ND
ND
2-Chlorophenol
ug/L
ND
ND
2-Nitrophenol
ug/L
ND
ND
3,3'-Dichlorobenzidine
ug/L
ND
ND
4,6-Dinitro-2-methyl phenol
ug/L
ND
ND
4-Bromophenylphenyl ether
ug/L
ND
ND
4-Chloro-3-methylphenol
ug/L
ND
ND
4-Chlorophenylphenyl ether
ug/L
ND
ND
4-Nitrophenol
ug/L
ND
ND
Acenaphthene
ug/L
ND
ND
Acenaphthylene
ug/L
ND
ND
Anthracene
ug/L
ND
ND
Benzo(a)anthracene
ug/L
ND
ND
Benzo(a)pyrene
ug/L
ND
ND
Benzo(b)fluoranthene
ug/L
ND
ND
Benzo(g,h,i)perylene
ug/L
ND
ND
Benzo(k)fluoranthene
ug/L
ND
ND
bis(2-Chloroethoxy)methane
ug/L
ND
ND
bis(2-Chloroethyl) ether
ug/L
ND
ND
bis(2-Ethylhexyl)phthalate
ug/L
ND
ND
Butylbenzylphthalate
ug/L
ND
ND
Chrysene
ug/L
ND
ND
Di-n-butylphthalate
ug/L
ND
ND
Di-n-octylphthalate
ug/L
ND
ND
Dibenz(a,h)anthracene
ug/L
ND
ND
Diethylphthalate
ug/L
ND
ND
Dimethylphthalate
ug/L
ND
ND
Fluoranthene
ug/L
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 14 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
SAMPLE DUPLICATE: 2477940
Parameter
Units
92414358008
Result
Dup
Result
Fluorene
ug/L
ND
ND
Hexachloro-1,3-butadiene
ug/L
ND
ND
Hexachlorobenzene
ug/L
ND
ND
Hexachlorocyclopentadiene
ug/L
ND
ND
Hexachloroethane
ug/L
ND
ND
Indeno(1,2,3-cd)pyrene
ug/L
ND
ND
Isophorone
ug/L
ND
ND
N-Nitroso-di-n-propylamine
ug/L
ND
ND
N-Nitrosodimethylamine
ug/L
ND
ND
N-Nitrosodiphenylamine
ug/L
ND
ND
Naphthalene
ug/L
ND
ND
Nitrobenzene
ug/L
ND
ND
Pentachlorophenol
ug/L
ND
ND
Phenanthrene
ug/L
ND
ND
Phenol
ug/L
ND
ND
Pyrene
ug/L
ND
ND
2,4,6-Tribromophenol (S)
%
73
50
2-Fluorobiphenyl (S)
%
87
74
2-Fluorophenol(S)
%
41
32
Nitrobenzene-d5 (S)
%
94
79
Phenol-d6 (S)
%
30
25
Terphenyl-d14 (S)
%
38
30
RPD Qualifiers
36
14
22
15
15
21
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 15 of 24

aceAnalytical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: GROUNDWATER
Pace Project No.: 92414635
QC Batch: 454240 Analysis Method: MADEP EPH
QC Batch Method: MADEP EPH Analysis Description: MADEP EPH NC Water
Associated Lab Samples: 92414635001
METHOD BLANK: 2480995
Matrix:
Water
Associated Lab Samples: 92414635001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C09-C18)
ug/L
ND
100
01/25/19 06:45 N2
Aliphatic (C19-C36)
ug/L
ND
100
01/25/19 06:45 N2
Aromatic (C11-C22)
ug/L
ND
100
01/25/19 06:45 N2
2-Bromonaphthalene (S)
%
85
40-140
01/25/19 06:45
2-Fluorobiphenyl (S)
%
87
40-140
01/25/19 06:45
Nonatriacontane (S)
%
90
40-140
01/25/19 06:45
o-Terphenyl (S)
%
86
40-140
01/25/19 06:45
LABORATORY CONTROL SAMPLE & LCSD:
2480996
2480997
Spike
LCS
LCSD
LCS
LCSD
% Rec Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Aliphatic (C09-C18)
ug/L
300
188
232
63
77
40-140 21 50 N2
Aliphatic (C19-C36)
ug/L
400
294
322
73
80
40-140 9 50 N2
Aromatic (C11-C22)
ug/L
850
568
658
67
77
40-140 15 50 N2
2-Bromonaphthalene (S)
%
64
84
40-140
2-Fluorobiphenyl (S)
%
87
91
40-140
Nonatriacontane (S)
%
77
84
40-140
o-Terphenyl(S)
%
75
84
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: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 16 of 24

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: GROUNDWATER
Pace Project No.: 92414635
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
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 17 of 24

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
GROUNDWATER
92414635
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92414635001
MW-1
MADEP EPH
454240 MADEP EPH
454459
92414635001
MW-1
MADEP VPH
454352
92414635001
MW-1
EPA 625.1
453488 EPA 625.1
453681
92414635001
MW-1
SM 6200B
453769
Date: 01/25/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 18 of 24

t.aborataryreceiving samples: Raleigh[] Mechanicsville❑
Asheville Q Eden[] Greenwood ❑ NantersviNe ❑ 4635
Sample Condition Client Name: Project
IWO# • 9241
Upon Reteipt
Cvurler_,.._., ❑USPSCllent
Cl CbmCitmrnerdal ❑Pace QOther 92414635
Custody Seat Present? QYes allo. Seals intact? Dyes MNo paw/tnitlsis Person Examining Conteets: )
Biological Tissue Frozen? .
Parking Material: QBuhble Wrap [j8ubf;[e Bags ❑iVone . ❑ Other []Yes ❑No ❑NfA
Therrnometec 92T046 Type of Ice: Mwet ❑Blue ❑Nose
❑14 Gun ID:
Cooleriemp ('Q: M Correction Factor: Add/Subtract CC) �= Tempshould be above freezingto 6'C
1 ❑Samples Out of temp criterlar, Samples on Ice cooling process
CoolerTemp Corrected ('C): h ib*n
USDA Regulated Soil {0. N/A, water sample)
Did samples od4 hate In a quarantine zone within the United Stater CA, NY, or 5G (check maps)? old. samples Originate from a Foreign Source (int� atienaily,
Yes No
Sndud°n3 Hawaii and Puerto Rico)? Q
Chain of Custody Present?
❑YeS
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❑Yes
❑No
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❑Yes
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ONJA
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❑Yes
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❑Yes
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©Yes
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❑Yes
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❑Yes
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❑Yes
ONO
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8,
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No
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9.
-Includes Date/TlmeJJDfAnalysis Matrix:.
Beads ace in VOA Vials(>5-6mm)?
❑Yes
ON.
❑NJA
10.
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❑YeS
❑No
❑NJA
11.
COMMENISISAMPLE DISCREPANCY
Lot 0ofSplit containers:
CLIENT ND'rIFICATION/RESOWTION
Person contacted:
Date/Time:
Fleid Data Requsted? ❑Yes QNo
t Date:
Project Manager SCURF Review:
X
Date: �
Project Manager SRF Review:
Page 19 of 24

��aceAnaical Document No.: IssuingAuthanty:
r F-CAR-CS-033-Rev.06 Pace Caralinas Quality Office
*Check mark top half of box if pH and/or dechlorination is Project 1 WD# : 92414635
verified and within the acceptance range for preservation PM: PTE: Due hate: 01/25/19
samples, CLIENT: 92—ECS
Exceptta iv VOA, Collform, TOC, Oil and Grease, 011018015 (water) DOC, LLHg
"Bottom half of box is to list number of bottle
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Sample ID Type of Preservative pH upon receipt Date preservation adjusted Time�adjuslad
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added
Bate: Whenever there rs a discrepancy affecting North Carallna compliance
Cut of hold, incorrect preservative, out of temp, incorrect contalners.
a copy of this farm will be sent to the North Carolina DEHNR Certification Office (Le.
Page 20 of 24

cerjrrrar CHAIN -OF -CUSTODY 1 Analytical Request Document
- The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section S Section C
Required Client Information: Required Project Information: Invoice Information: Page: 1 Of 1
Company: ECS Charlotte Report To: Joe Nestor Attention
Address: 1812 Center Park Drive Copy To: 1 _ t A r, . j>-�/ Company Name:
Charlotte, NC 28217
cSw� a�.,r-Z-r� �:,_,�, �M,-L'�1., �,- �-�
Address:
Regulatory Agency
Email: jneslor ecslirn1ed.com
Purchase OrderM
Pace Quote,
Phone- NONE JFax
Project Name: Groundwater
Pace Project Manager: taylacezell pacelahs, com.
State 1 Location
Requested Due Dale:
Project #:
Pace Profile M
NC
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SAMPLER NAME AND SIGNATURE
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Laboratory receiving samples: Ratelgh❑ Mechanicsville[]Asheville ❑ Eden[]Greenwood ❑ Fiuntersville 0635
Client Name: IWO# : 9241
Project � 1 �1� �l l lttil I II1
.aFg_d_Cx._ uUPS ❑U5P5
❑ C rritnerdal ❑Pace Qother: - 92414635
Custody Seal Present? Des NO Seals Intact? []Yes QNo �J �s-.1�--r
pats/lnitleis Person Examining Cantents:
Blologlcal Tissue Frozen?,
Packingi.Natedal: ❑Bubble Wrap ❑Bub le Bags []None ❑ Other ❑Yes []No []N/A
Thermometer; 9 Tp4& Type of Ice. Mwet ❑slue ❑Nare
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Inds nHavaaii and PueRo Rlco)? Dies [ J
of Custody Present?
d
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RushTurn Around Time Request
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-Pace Containers Used?
Containers Intact?
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ies D atell
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COMMENTSISAMPLE DISCREPANCY
]Yes
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CLIENT NO71FICATiONIRESCILLITION
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pate/Time:
Field Data Required? ❑Yes QNo
Date:
Project Manager SCURF Review: }/
Date: 'L —
Project Manager SRF Revlew:
Page 22 of 24

l aeeAnafytical Dg:ument No.,. Issuing Authority:
r F•CAR-CS•O33,Rev.06 Pace Carollnas Quality 0ffice
*Check mark top half of box if pH and/or dechlorination is Project 1 40# 92414635
verified and within the acceptance range for preservation PM: PTE: Due Date: O1/25/19
samples, CLIENT: 92—ECS
Excepticns: VOA, Collform, TOC, Oil and Grease, DRO/8015 (water) DOC, ltHg
**Bottom half of box is to Iist number of bottle
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Note: Whenevar there is a discrepancy affecting North Carolina compliance
Out of hold, Incorrect preservative, out of temp, incorrect containers.
a copy of this farm will he sent to the North Carolina DEHNR CertIFIGUon Office (Le.
Page 23 of 24

' JcenruV, r CHAIN -OF -CUSTODY 1 Analytical Requi Document
.... „ The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section a Section C
Required Client Information: Required Project Information: Invoice Information:
Page : 1 Of 1
Company: ECS Charlotte
Report TO ,Joe Nestor
Attention--�C•�;1�_
Address: 1512 Center Park Drive
Copy Ta: - ,_ x, � �;. � /
Company Name:
Charlotte, NC 28217
Address:
Regulatory Agency
Email; jrieslor ecslimited.Com
Purchase Order #:
Pace Quote.
Phone: NONE IFax
Project Names Groundwater
Pace Project Manager, [e-mail].
State 1 Location
Requested Due Date:
Project#:
Pace Profile #:
NC
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Data File:\\v92wintarget\chem\92mss6.i\012219.b\01221913.D
Report Date: 29-Jan-2019 08:48
TENTATIVELY IDENTIFIED COMPOUNDS
Client Name:
Lab Smp Id: 92414388001
Operator : BPJ
Sample Location:
Sample Matrix: SOIL
Analysis Type: SV
Inj Date: 22-JAN-2019 16:35
Number TICS found: 10
Client SDG: 92MSS6-012219
Sample Date:
Sample Point:
Date Received:
Level: LOW
CONCENTRATION UNITS:
(ug/L or ug/KG) ug/Kg
CAS NUMBER
I I
I COMPOUND NAME
1.
629-50-5
ITridecane
2.
629-59-4
ITetradecane
3.
573-98-8
(Naphthalene, 1,2-dimethyl- 1
4.
629-62-9
IPentadecane
5.
544-76-3
IHexadecane
6.
(Unknown
7.
629-78-7
IHeptadecane
8.
1730-37-6
19H-Fluorene, 1-methyl- 1
9.
629-92-5
INonadecane
10.
112-95-8
IEicosane 1
I I_
Page 1
I
RT I
I
EST. CONC. I
I
Q I
8.5081
434001
NJ-1
9.0801
115001
NJ-1
9.4591
61101
NJ_ 1
9.6141
77901
NJ-1
10.1181
172001
NJ-1
10.4531
159001
_J_ 1
10.5931
440001
NJ-1
10.8201
290001
NJ_ 1
11.4701
265001
NJ-1
11.8801
I
240001
I
NJ-1
1

Data File: \\v92wintarget\ohem\92mss6.i\012219.b\01221913.D Page 2
Date : 22-JAN-2019 16:35
Client ID; Instrument; 92mss6.i
Sample Info; 92414388001X10, 16776
Volume Injeoted {uL}; 1.0 Operator; BPJ
Column phase; RXi-5Sil NS Column diameter; 0.18
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APPENDIX E
NCDEQ WELL CONSTRUCTION PERMIT
WELL CONSTRUCTION RECORD

1
Environmental
Quality
April 19, 2018
Adam Duerr (via email)
Exeter Property Group
6285 Barfield Road
Suite 225
Atlanta, GA 30328
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
RE: Monitoring Well Construction Permit
Permit #WM0300961
4101 Meadow Oak Drive, Charlotte
Mecklenburg County
Dear Mr. Duerr,
In accordance with your completed application received on April 19, 2018, we are forwarding herewith
Monitoring Well Construction Permit Numbered WM0300961 and issued for the construction of three
temporary direct push monitoring well points located near the subject site in Charlotte, Mecklenburg
County.
This Permit will be effective for one year from the date of issuance and shall be subject to the conditions
and limitations as specified therein.
Should you have any questions, please contact Edward Watson at [phone] ext. 2198, or by
email at [e-mail].
Sincerely,
DocuSigned by:
A*,� H P
F161 FB69AWMA3...
Andrew H. Pitner, P.G., Assistant Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
CC: WQROS, Central Office (via Laserfiche)
Chris Orrell, GIT, ECS Southeast, LLP (via email)
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT FOR THE CONSTRUCTION OF A MONITORING WELL
In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and other applicable Laws,
Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
Exeter Property Group (ECS Southeast, LLP, as Agent)
FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM consisting of three direct push temporary well point
owned by Exeter Property Group and located at 4101 Meadow Oak Drive, Charlotte, Mecklenburg County. This Permit is
issued in accordance with the application received on April 19, 2018, in conformity with specifications and supporting data,
all of which are filed with the Department of Environmental Quality and are considered integral parts of this Permit.
This Permit is for well construction only, and does not waive any provision or requirement of any other applicable law or
regulation. Construction of any well under this Permit shall be in strict compliance with the North Carolina Well
Construction Regulations and Standards (15A NCAC 02C .0100), and other State and Local Laws and regulations
pertaining to well construction.
If any requirements or limitations specified in this Permit are unacceptable, you have a right to an adjudicatory hearing upon
written request within 30 days of receipt of this Permit. The request must be in the form of a written petition conforming to
Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, North Carolina 27699-6714. Unless such a demand is made, this Permit is final and binding.
This Permit will be effective for one year from the date of its issuance and shall be subject to other specified conditions,
limitations, or exceptions as follows:
1. Issuance of this Permit does not obligate reimbursement from State trust funds, if these wells are being installed as
part of an investigation for contamination from an underground storage tank or dry cleaner incident.
2. Issuance of this Permit does not supersede any other agreement, permit, or requirement issued by another agency.
3. The well(s) shall be located and constructed as shown on the attachments submitted as part of the Permit
application.
4. Each well shall have a Well Contractor Identification Plate in accordance with 15A NCAC 02C .0108(o).
5. Well construction records (GW-1) for each well shall be submitted to the Division of Water Resources' Information
Processing Unit within 30 days of the well completion.
6. When the well is discontinued or abandoned, it shall be abandoned in accordance with 15A NCAC 02C .0113 and a
well abandonment record (GW-30) shall be submitted to the Division of Water Resources' Information Processing
Unit within 30 days of the well abandonment.
7. Adequate permits must be obtained from Mecklenburg County Groundwater and Wastewater Services.
Permit issued the 19t1i day of April, 2018
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by:
F161 FB69A2D84A3...
Andrew H. Pitner, P.G., Assistant Regional Supervisor
Division of Water Resources
By Authority of the Environmental Management Commission
Permit No. # WM0300961

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
For Internal Use ONLY:
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ hmdustrial/Commercial
❑ Irrigation
Non -Water Supply Well:
El Aquifer Recharge
El Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
El Residential Water Supply (single)
❑Residential Water Supply (shared)
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 F
4. Date Well(s) Completed: 01/15/19 Well ID# MW-1
5a. Well Location:
MEADOW OAKS
Facility/Owner Name Facility ID# (if applicable)
4101 MEADOW OAK DRIVE CHARLOTTE 28208
Physical Address, City, and Zip
MECKLENBURG
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
350 11' 35.11" N 800 55' 16.39" W
6. Is (are) the well(s): ❑] Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ONo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: 40.0 (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
10. Static water level below top of casing: 25.0 (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 8.0 (in.)
12. Well construction method: AUGER
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
rt.
rt.
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a licable
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
16. INNER CASING OR TUBING eother at closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
0.0 ff
25.0 ft.
2.0 "'
SCH 40
PVC
rt
rt
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
25.0 ft'
40.0 ft-
2.0 in.
.010
SCH 40
PVC
ft.
ft,
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0.0 It'
18 0 ft'
PORTLANDBENTONITE
SLURRY
ft.
ft.
rt.
rt.
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
22.0 ft•
40.0 ft.
20-40
FINE SILICA SAND
rt.
rt.
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness, soil/rock type, grain size, etc.)
0.0 ft•
12.0 ft
TAN/BROWN ROCKY CLAY
12.0 ft.
34.0 ft•
RED/ORANGE CLAY
34.0 ft•
40.0 ft•
RED SILTY CLAY
rt.
ft.
rt.
et.
ft.
fit.
rt.
er.
21. REMARKS
BENTONITE SEAL FROM 18.0 TO 22.0 FEET
22. Certification:
Signature of Certified Well Contractor
01/17/19
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013

Beverly, Trudy
From: Joseph Patrick Nestor <[e-mail]>
Sent: Tuesday, February 5, 2019 4:18 PM
To: Beverly, Trudy
Cc: Adam Duerr; Matthew H. McDuffie, P.G.; Brandon Fulton, LSS, PSC, PWS
Subject: [External] NCDEQ Incident No. 40849 - ECS Project No. 49-6535-L (Meadow Oaks
Industrial) - 4101 Meadow Oak Drive - Charlotte
Attachments:[9faf678e-9b31-4570-a0d5-55bff32e7ee2]00-0-0000030621_40849_CA_LSA_20190205
_Phase I LSA Meadow Oaks.pdf
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
nc. ov
Trudy:
Attached to this email is the Phase I Limited Site Assessment Report (Phase I LSA Report) for the referenced site. Also
included with the report is a request for No Further Action and a Notice of Residual Petroleum (NORP) which has been
executed by the property owner. The NORP includes restrictions for the use of groundwater and residential land use.
The hard copy and a CD with the report is being forwarded to you by Federal Express for delivery tomorrow.
We will follow up with you tomorrow to discuss this matter and answer questions you may have.
Thank you for your attention to this important matter.
JOSEPH PATRICK NESTOR I Environmental Senior Project Manager
T 704.525.5152 1 C 704.280.7422
1812 Center Park Drive, Suite D I Charlotte I NC 1 28217
ECS SOUTHEAST, LLP
www.ecslimited.com
Linkedln I Facebook I Twitter
Confidential/proprietary message/attachments. Delete message/attachments if not intended recipient.
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