25032_Domestic Laundry_AreaA PreCharacterization Baxter WP and Approval_20230331

March 31, 2023

Sent Via E-mail
Bennett Thompson & Steven Garrett The Charlotte-Mecklenburg Hospital Authority P.O. Box 32861 Charlotte, NC 28232-2861
[e-mail] [e-mail] Subject: Approval of Work Plan for Soil and Groundwater Pre-Characterization in Area A – Baxter Street
Domestic Laundry Brownfields Project Charlotte, Mecklenburg County Brownfields Project Number 25032-21-060 Dear Mr. Thompson and Mr. Garrett,
The North Carolina Department of Environmental Quality’s Brownfields Redevelopment Section (DEQ Brownfields) received and reviewed the Work Plan for Soil and Groundwater Pre-Characterization in Area A – Baxter Street (Work Plan) dated March 30, 2023, submitted on your behalf by Geosyntec Consultants of NC for the above referenced site. Based on our review,
the Work Plan is approved. Be advised that this approval from DEQ Brownfields does not waive any applicable requirement to obtain any necessary permits, licenses, or certifications for the above referenced activities nor does it waive any requirement to comply with applicable law for such activities. If you have any
questions, please feel free to contact me via e-mail at [e-mail]. Sincerely,
Peter L. Doorn Brownfields Project Manager ec: Amy Kenwell, Jeff Tyburzski, and Jeff Ahrens, Geosyntec Consultants of NC
McKenzie Publicover and Ryan Lewis, Kimley Horn & Associates Richard Concepcion, DEQ Hazardous Waste Section Tracy Wahl, DEQ Brownfields Program

Geosyntec Consultants of NC, P.C.
1300 South Mint St, Suite 300
Charlotte, North Carolina 28203
PH 704.227.0840
www.geosyntec.com

GC7466/CAR230033

30 March 2023
North Carolina Brownfields Program
Attention: Mr. Peter Doorn
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Subject: Work Plan for Soil and Groundwater Pre-Characterization in Area A –
Baxter Street
Site: Former Domestic Laundry - Vicinity of South McDowell Street at
Baxter Street
Charlotte, Mecklenburg County, North Carolina
Brownfields Project ID: 25032-21-060

Dear Mr. Doorn:
Geosyntec Consultants of NC, P.C. (Geosyntec) has prepared this Work Plan for Soil and
Groundwater Pre-Characterization in Area A – Baxter Street (“Work Plan-Baxter”) for work
associated with the Former Domestic Laundry Brownfields Site in Charlotte, North Carolina
(herein referred to as the “Site”). The “Subject Property” for this effort includes an area of
Baxter Street (which has been closed for construction) that is located between 900 Baxter Street
and 801 South McDowell Street1 which are part of the Brownfields Property (Figure 1). The
North Carolina Brownfields Redevelopment Section (BRS) provided a letter of eligibility to
enter the Site into the Brownfields Program on 18 October 2021 and assigned the name “Former
Domestic Laundry” and ID 25032-21-060.
The portion of the Subject Property designated as “Area A” on Figure 2 includes the former
location of the Domestic Laundry building (the portion within Baxter Street). This former dry-
cleaning facility (Dry-Cleaning Solvent Cleanup Act Program [DSCA] ID: 60-0012) included
a former Solvent Tank (the portion of Area A on 801 South McDowell Street) and represents a
documented area of DSCA related soil contamination, which will be managed during utility
installation activities in support of the proposed redevelopment of the Site.
The Prospective Developer (PD, The Charlotte-Mecklenburg Hospital Authority) has decided
to conduct in-situ pre-characterization of select soils to satisfy Contained-In Policy

1 Note: the PD is undergoing re-parceling and re-addressing of select properties including 801 South McDowell
Street. For continuity with prior environmental reports, Geosyntec will continue to refer to this property as 801
South McDowell Street.

Mr. Doorn
30 March 2023

GC7466/CAR230033

characterization requirements (NCDEQ, 2016) to support the development of construction soil
management practices. Based on pre-characterization sampling results, Geosyntec will develop
a Soil Management and Disposal Plan (SMDP) specific to the Baxter Street portion of Area A
which will describe soil management and disposal options based on analytical results of pre-
characterization. The overall objective of this Work Plan-Baxter is to develop a scope of work
to support the development of efficient soil management practices in support of Area A utility
installation activities, while meeting applicable regulatory requirements.
Please do not hesitate to contact us should you have any questions or comments regarding this
Work Plan.

Sincerely,

Amy Kenwell, P.G. (NC, SC) Jeff Ahrens, P.E. (NC, SC, FL, MI, WV)
Senior Geologist Principal Engineer

GC7466/CAR230033
Prepared for
Kimley-Horn and Associates, Inc.
200 S. Tryon Street, Suite 200
Charlotte, North Carolina 28202
c/o The Charlotte-Mecklenburg Hospital Authority

WORK PLAN FOR SOIL AND
GROUNDWATER PRE-
CHARACTERIZATION OF AREA A –
BAXTER STREET
FORMER DOMESTIC LAUNDRY
CHARLOTTE, NC
Brownfields Project ID: 25032-21-060

Prepared by

Geosyntec Consultants of NC, P.C.
1300 South Mint St, Suite 300
Charlotte, North Carolina 28203
Project Number GC7466
March 2023

Revision 0

GC7466/CAR230033 i 03/2023

TABLE OF CONTENTS
1. INTRODUCTION .................................................................................................1 
1.1  Site Description and History ........................................................................2 
1.2  Site Redevelopment Plans ............................................................................3 
2. SCOPE OF WORK ...............................................................................................3 
3. SAMPLING METHODOLOGY ...........................................................................4 
3.1. Soil Borings and Soil Sampling ...................................................................4 
4. LABORATORY ANALYSIS AND REPORTING ..............................................6 
4.1  Laboratory Analysis .....................................................................................6 
4.2  Laboratory Reporting ...................................................................................7 
5. QUALITY ASSURANCE AND QUALITY CONTROL ......................................7 
5.1  Field and Laboratory Procedure QA/QC ......................................................7 
5.2 Chain of Custody QA/QC ............................................................................8 
6. INVESTIGATION DERIVED WASTE (IDW) MANAGEMENT .......................8 
7. REPORTING ...........................................................................................................9 
8. REFERENCES ........................................................................................................9 

LIST OF FIGURES

Figure 1 Subject Property Location Map
Figure 2 Area A Sampling Locations – Baxter
Figure 3 Proposed Piezometers

LIST OF APPENDICES

Appendix A Historical Soil Analytical Results (Area A Characterization)
Appendix B Culvert Plans

GC7466/CAR230033 1 03/2023

1. INTRODUCTION
Geosyntec Consultants of NC, P.C. (Geosyntec) has prepared this Work Plan for Soil and
Groundwater Pre-Characterization of Area A – Baxter Street (Work Plan-Baxter) for Kimley-Horn
and Associates, Inc. (KHA) on behalf of their end-client, The Charlotte-Mecklenburg Hospital
Authority (“Prospective Developer” or “PD”) for a portion of Baxter Street in Mecklenburg
County, Charlotte, North Carolina (herein referred to as the “Subject Property”), which is located
between 900 Baxter Street and 801 South McDowell Street2 (Figure 1). This work is associated
with the Former Domestic Laundry Brownfields Site in Charlotte, North Carolina (herein referred
to as the “Site”) which includes the two properties adjacent to the Subject Property. A Brownfields
Property Application (BPA) was submitted to the North Carolina Brownfields Redevelopment
Section (BRS) on 22 April 2021 which included 801 South McDowell Street; 900, 928, and 943
Baxter Street; and 1001, 1017, 1043, and 1051 East Morehead Street. A Letter of Eligibility (LOE)
was received on 18 October 2021 for the BPA. On 4 May 2022, BRS agreed via email to add 801
Baxter Street and 810 Baxter Street to the Brownfields Property.
The portion of the Subject Property designated as “Area A” on Figure 2 includes the former
location of the Domestic Laundry Building (the portion within Baxter Street). This former dry-
cleaning facility (Dry-Cleaning Solvent Cleanup Act Program [DSCA] ID: 60-0012) included a
former Solvent Tank (the portion within 801 South McDowell Street) and represents a documented
area of DSCA related soil contamination, which will be managed during utility installation
activities in support of the proposed redevelopment of the Site. As described in the Utility
Installation Environmental Management Plan (EMP) approved by the North Carolina Department
of Environmental Quality (NCDEQ) on 23 November 2022, soils from utility trench excavations
can be managed using the United States Environmental Protection Agency’s (USEPA’s) area of
contamination (AOC) policy by placing soils back in the approximate location from which they
originated (referred to as “last out – first in”). During installation of a culverted surface water
feature (Figure 2), the PD anticipates that the utility excavation will result in excess soils not able
to be returned to the utility trench displaced by the volume of the proposed culvert. Unsaturated
and saturated soils from Area A (i.e. above/below the water table) and saturated soils beneath the
water table in Area B that have been in contact with dry-cleaning solvent contamination originating
from the former Domestic Laundry facility, which are in excess of the volume to be returned to
the trench, can be managed under the Contained-In Policy (NCDEQ, 2016). The PD has decided
to conduct in-situ pre-characterization of select soils to satisfy Contained-In Policy
characterization requirements (NCDEQ, 2016) and develop soil management and disposal options

2 Note: the PD is undergoing re-parceling and re-addressing of select properties including 801 South McDowell Street.
For continuity with prior environmental reports, Geosyntec will continue to refer to this property as 801 South
McDowell Street.

GC7466/CAR230033 2 03/2023

to support proposed culvert installation work. This approach will be presented in a Soil
Management and Disposal Plan (SMDP) for regulatory review and approval.
The overall objective of this Work Plan-Baxter is to develop a scope of work for pre-
characterization of soils and groundwater (i.e. assessment) that will support the development of
the SMDP consistent with the Contained-In Policy. The SMDP will be developed specifically for
culvert construction work for the Baxter Street portion of Area A, which will be submitted to BRS
as an amendment to the Utility Installation EMP, which was approved on 23 November 2022.
1.1 Site Description and History
An environmental Site history was provided in a Work Plan for Limited Brownfields
Environmental Site Assessment – Part II submitted on 20 May 2022 (Geosyntec, May 2022) and
a Site history of Area A soils prior to 2022 was provided in a Work Plan for Soil Pre-
Characterization of Area A – Revision 1 submitted on 30 June 2022 (Geosyntec, June 2022). The
Site history provided here focuses on Area A analytical results from 2022 and 2023 assessments.
The Subject Property was developed as a commercial laundry facility from approximately 1929
through 1967 with a solvent tank located along the northwestern border of the 801 South
McDowell Street property. The commercial facility operated as Zoric Cleaning, Domestic Laundry
Inc., and Automatic Laundry. The facility was demolished and replaced with Baxter Street by
1976.
In July 2022, pre-characterization of the former solvent tank area was conducted to support grading
activities for Site redevelopment. Results of this assessment were documented in an Area A Soil
Management and Disposal Plan – Revision 1 dated 27 September 2022 (Geosyntec, September
2022). 669 discrete grab soil samples were collected and analyzed for dry-cleaner-related volatile
organic compounds (VOCs). The assessment found one sample with a detected concentration
above the Contained-In Policy Municipal Solid Waste Landfill (MSWLF) criteria of 14 milligrams
per kilogram (mg/kg) with a tetrachloroethene (PCE) concentration of 28.6 mg/kg. This soil was
managed as hazardous waste and disposed off-site at a Subtitle C landfill in January 2023. An
additional 186 samples had concentrations above the Contained-In Policy Unrestricted Use
standard of 0.0074 mg/kg for PCE and these soils were disposed off-site at a Subtitle D non-
hazardous waste landfill in December and January 2023. Remaining pre-characterized soils were
re-used on-Site.
Additional soils were excavated from the solvent tank portion of Area A at 801 South McDowell
Street in January and February 2023, as described in an Area A Stockpile Sampling Results Letter
(Geosyntec, pending submittal). Stockpiled soils from this investigation initially detected PCE
above the Contained-In Policy Unrestricted Use criteria in one sample. Following additional
sampling with results below this standard, the stockpiled soils were approved for re-use.

GC7466/CAR230033 3 03/2023

Data from these two investigations is included in Attachment A and prior Area A data was
included in the Work Plan for Soil Pre-Characterization of Area A – Revision 1 (Geosyntec, June
2022).
1.2 Site Redevelopment Plans
While Site redevelopment plans are currently a work-in-process, certain features of the current
redevelopment plans include the construction of an educational tower and research/education
facility and a parking garage (as part of the planned future Wake Forest University medical school
campus) on 801 South McDowell Street and 943 Baxter Street. To support this development, a
culverted surface water feature (which currently runs under the west side of Baxter Street) will be
moved to beneath the east side of Baxter Street (Figure 2). Proposed culvert installation plans are
included in Attachment B. Utility trench installation for the culvert within Area A is anticipated
to reach up to 19 feet depth, which will extend below the water table. Excess soils are anticipated
to be generated during culvert installation activities.
2. SCOPE OF WORK
Based on a review of historical documents and results from previous environmental assessments,
Geosyntec proposes the following soil characterization and limited groundwater monitoring
activities to support proposed Area A utility installation activities. This Work Plan accounts for
the depth of the proposed utility trench within Area A (an estimated maximum depth of 19 feet
below (current) ground surface [ft bgs]). Sampling will only be performed on the southeastern
portion of the proposed culvert within Area A (Figure 2) to develop potential reuse options across
the Site for select soils. Sampling will not be conducted on the northwestern portion of the
proposed culvert within Area A as these soils will be used as fill within the Area A culvert
excavation consistent with the USEPA’s AOC policy.
The boring locations included in Figure 2 will only extend from 0 to 12 ft bgs. Soils from outside
the area specified in Figure 2 and from below 12 ft bgs will not be sampled because they will be
placed back into the culvert trench from the approximate location where they were excavated
consistent with the USEPA’s AOC policy. Piezometers shown in Figure 3 are anticipated to be
installed to 25 ft bgs.
This scope of work has been developed in consideration of potential reuse of the Subject Property
and seeks to:
1. Characterize Area A Baxter Street soils through collection of 240 in situ soil samples for
analysis of select VOCs;

GC7466/CAR230033 4 03/2023

2. Compare analytical results to Contained-In Policy standards;
3. Evaluate waste management options for Area A Baxter Street soils based on analytical
results of the pre-characterization, including identification of soil reuse and disposal
options. Data will be used to prepare the SMDP;
4. Understand groundwater elevations in the vicinity of the utility trench excavations; and
5. Understand groundwater quality that may be encountered during dewatering of utility
trenches.
A description of the field methodologies and proposed sampling techniques is presented in the
following sections, as well as planned laboratory analyses, associated quality assurance and quality
control (QA/QC) measures, investigation-derived waste (IDW) management procedures, and
associated reporting. Proposed sampling locations are identified on Figure 2 and Figure 3.
3. SAMPLING METHODOLOGY
The work will be conducted in general accordance with the Occupational Safety and Health
Administration (OSHA) rules (29 Code of Federal Regulations [CFR] 1910.120) and Laboratory
Services and Applied Science Division (LSASD) soil sampling procedures (LSASD, June 2020).
To address potential underground utilities, Geosyntec will contact the North Carolina 811 one-call
system a minimum of 72 business hours in advance for clearing of public utilities. A private utility
locator may also be subcontracted to perform ground penetrating radar (GPR) and
electromagnetics (EM) to locate and mark subsurface utilities at the proposed soil sampling
locations at the Subject Property. Final sampling locations may be modified or eliminated, if
necessary, based on utility locations and/or other field conditions.
3.1. Soil Borings and Soil Sampling
Because the constituents of concern (COCs; PCE, trichloroethene (TCE), cis-1,2-dichloroethane
(cis-1,2-DCE), trans-1,2-dichloroethane (trans-1,2-DCE), and vinyl chloride (VC)) are listed
hazardous substances associated with the DSCA release within Area A, soils which are not
returned to the general location (e.g. horizontal and vertical location) from where they were
excavated within the utility excavation must be managed consistent with NCDEQ’s Contained-In
Policy (NCDEQ, 2016). As previously described, the assessment process will be used to evaluate
laboratory test results to compare concentrations of COCs against regulatory standards to
determine if areas of impacted soils need to be managed as a hazardous or non-hazardous material
or as non-impacted soil for unrestricted reuse elsewhere at the Site.

GC7466/CAR230033 5 03/2023

Prior to installation of the culvert beneath the Baxter Street portion of Area A, unsaturated soils
within a portion of the proposed utility trench boundary will be assessed in situ to characterize
soils consistent with NCDEQ’s Contained-In Policy. Sample collection details are described
below.
For the proposed pre-characterization efforts, Geosyntec will collect 240 discrete unsaturated soil
samples to a maximum of 12 ft bgs using direct push technology (DPT) drilling from 20 locations
assigned in a grid-like pattern spaced approximately 10 feet apart across the 26-foot wide proposed
utility trench as shown in Figure 2 and discussed with Peter Doorn of NCDEQ on 17 March 2023.
Boring depths of 12 ft bgs have been selected based on the reported depth of the historically high
water table. Final sampling locations may be modified or eliminated, if necessary, based on utility
locations and/or other field conditions such as trees. At three locations, the borings will extend to
19 ft bgs, the proposed estimated final base of trench elevation, and one sample of saturated
material will be collected to understand concentrations in saturated soils for construction planning
purposes.
Boreholes will be drilled by a North Carolina-licensed driller and will be advanced using DPT. A
hand auger will be used to advance the soil boring from 0 to 4 ft bgs or refusal to clear utilities.
Soil cores will be collected, visually inspected for staining, and screened with a photo-ionization
detector (PID). PID readings will be collected primarily for health and safety purposes so the field
crew understands when they are working in a potentially impacted area. Consistent with the
Contained-In Policy sampling methodology, PID readings will not be used to select VOC sample
collection locations or define disposal options. Due to the proximity of samples, soils will not be
classified for lithology by the field staff but observed ambiguities of lithology (i.e. fill material,
soil staining, elevated PID readings etc.) will be noted in field notes. Soil samples will be collected
for each foot depth of proposed grading, with the deepest sample being collected from a depth of
approximately 12 ft bgs. Based on the spatial distribution and depths for proposed sampling, a total
of 240 samples will be collected. Samples will be named/identified according to the A-J and 1-2
grid pattern shown on Figure 2. For example, the sample in the northeastern-most corner will be
BX-A1-Depth and the southwestern-most corner will be BX-J2-Depth. Borings will be abandoned
by filling to surface with bentonite chips. Holes in the asphalt will not be repaired as the road is
closed.
Soil samples will be shipped overnight on ice under chain of custody to a North Carolina-certified
laboratory. Final soil boring locations will be measured in the field using a measuring wheel and
fixed site features to support the preparation of boring location maps.

GC7466/CAR230033 6 03/2023

3.2 Piezometers and Groundwater Sampling
As previously described, the proposed mixed-use redevelopment includes installation of a
culverted surface water feature and decommissioning of the existing culverted stream shown on
Figure 3. Groundwater extraction for construction dewatering is anticipated during installation of
these features. In order to monitor the potential groundwater conditions encountered during the
period of time the culvert installation and decommissioning work is conducted, three temporary
piezometers will be installed. The groundwater elevation data collected from these piezometers
will be used to plan ahead for water management during culvert installation as well as monitor
whether water in the construction trenches during installation is derived from stormwater or
groundwater.Piezometers will be installed by a North Carolina-licensed driller and will be
advanced using DPT or hollow-stem auger (HSA) drilling techniques. Soil cores will be logged
for lithology, visually inspected, and screened with a PID, but soil sampling is not planned.
Piezometers will be installed to a total depth of 25 ft bgs or shallower if refusal is encountered
within five feet of the anticipated water table. The piezometers will be installed with a 10-ft section
of 1-inch diameter 0.010-inch slotted Schedule-40 (SCH40) polyvinyl chloride (PVC) screen, and
with 1-inch diameter SCH40 PVC riser pipe to the surface. A 20/30 silica sand filter pack will be
installed to the surface.
One groundwater sample from each piezometer will be collected using a peristaltic pump and
shipped on ice to a fixed-base laboratory.
4. LABORATORY ANALYSIS AND REPORTING
4.1 Laboratory Analysis
Collected soil samples will be placed in laboratory-provided sample containers with sufficient
volume and submitted to a North Carolina-certified environmental laboratory under chain of
custody procedures (Section 4.2). Soil samples will be stored on ice following collection. Samples
will be analyzed by the laboratory for select VOCs by USEPA Method 8260 including PCE, TCE,
cis-1,2-DCE, trans-1,2-DCE, and VC for waste characterization consistent with NCDEQ’s
Contained-In Policy using the NCDEQ MSWLF Contained-In Policy standards (NCDEQ, 2016).
Note that these constituents are known COCs associated with the DSCA dry-cleaning solvent
release. These samples will specifically characterize the waste for the purpose of meeting
Contained-In Policy requirements.
Collected groundwater samples will be placed in laboratory-provided sample containers with
sufficient volume and submitted to a North Carolina-certified environmental laboratory under
chain of custody procedures (Section 4.2). Groundwater samples will be stored on ice following
collection. Samples will be analyzed by the laboratory for select VOCs by USEPA Method 8260

GC7466/CAR230033 7 03/2023

including PCE, TCE, and carbon tetrachloride which were detected in the groundwater plume in
August 2021. Groundwater results will be compared to the Title 15A North Carolina
Administrative Code (NCAC) Subchapter 02L.0202 Groundwater Quality Standards for
characterization as hazardous or non-hazardous in order to plan for future water management.
The receiving landfill facility is anticipated to require additional characterization for disposal. In
anticipation of these requirements, select samples will be analyzed for Toxicity Characteristic
Leaching Procedure (TCLP) analysis of semi-volatile organic compounds (SVOCs) by USEPA
Method 8270, Resource Conservation and Recovery Act (RCRA) metals by USEPA Method 6020
and 7471, and hexavalent chromium by USEPA Method 7196. Up to 3 samples (one per 400 cubic
yards of proposed excavation) will be collected from discrete borings for receiving facility waste
characterization. These sample locations will be selected based on field observations of soils most
likely to be impacted. While TCLP Method 1311 is proposed for SVOCs and RCRA metals, the
20-times rule will be employed using total VOC analysis from the Contained-In Policy sampling
as a surrogate for TCLP analysis. The TCLP samples will be submitted to the laboratory and placed
on hold. The VOC analytical results will be used to evaluate the need to conduct additional TCLP
analysis. If samples have target total COC concentrations that exceed TCLP standards by a factor
of 20 or more, the samples collected for TCLP SVOCs and metals will be analyzed for TCLP VOC
analysis for the type of COC identified.
Investigation derived waste from assessment activities will be placed in labeled 55-gallon drums.
Aliquot samples of soil from each IDW drum generated will be composited by the laboratory for
one TCLP analysis of VOCs, SVOCs, and metals waste characterization consistent with receiving
facility requirements. The IDW will be disposed off-site based on characterization results.

4.2 Laboratory Reporting
Laboratory reporting limits (RLs) and method detection limits (MDLs) used by the selected North
Carolina-certified laboratory for methods listed will meet respective NCDEQ MSWLF Contained-
In Policy values for soil sample constituents to the extent feasible. Concentrations detected
between the RL and MDL will be reported as estimated values and flagged in the laboratory
analytical report with a “J”. Level II QA/QC will be reported in the analytical report deliverables.

5. QUALITY ASSURANCE AND QUALITY CONTROL
5.1 Field and Laboratory Procedure QA/QC
One blind duplicate per 100 soil samples will be collected and submitted for laboratory analysis.
QA/QC will also include temperature blanks in each sample cooler shipped to the laboratory (if
provided). The lab will be provided sufficient sample volume for Matrix Spike/Matrix Spike

GC7466/CAR230033 8 03/2023

Duplicate (MS/MSD) analysis for at least four samples. The number of duplicate and MS/MSD
volume samples recognizes the close proximity of the soil samples.

5.2 Chain of Custody QA/QC
Geosyntec will initiate chain of custodies for soil samples in the field documenting sample
collection information including but not limited to:

 The Sample Collector’s Name;
 Project Information and Location;
 Geosyntec Project Manager Contact Information;
 Sample Identification Number;
 Date and Time of Sample Collection;
 Type of Analysis; and
 Type and number of containers and associated preservative, if applicable.

Samples will remain in the custody of Geosyntec until they are ready for shipment. Geosyntec will
relinquish the samples and chain of custodies (noting date and time of relinquishment) to the
laboratory courier (or use a custody seal during sample shipment) who will sign the chain of
custody as receiver (noting date and time again). Geosyntec will retain a copy of the chain of
custodies signed by the courier.

Sample coolers and the chain of custodies will be sealed in an appropriate shipping container/box
and sent to the address of the selected laboratory.

A representative from the selected laboratory’s sample receiving will sign respective chains of
custody verifying receipt of the samples by each respective laboratory location. A copy of fully
executed chains of custody will be provided in the final laboratory analytical report deliverable.

6. INVESTIGATION DERIVED WASTE (IDW) MANAGEMENT
IDW soil cuttings and monitoring well purge water will be containerized in Department of
Transportation (DOT)-approved 55-gallon drums and staged in secure designated areas of the Site
in accordance with the Soil and Water Management Memorandum (Geosyntec, 2022a). Sample
laboratory data will be used to characterize waste for transportation off-site at a permitted disposal
facility in general accordance with 15A NCAC 02T.1503 and the Site-specific Soil and Water
Management Memorandum (Geosyntec, 2022a) and/or SMDP. Soils may be incorporated into
other soil waste streams from the Site redevelopment based on characterization.

GC7466/CAR230033 9 03/2023

7. REPORTING
Upon receipt of laboratory results, Geosyntec will prepare a written SMDP report summarizing:
(i) the scope of work executed and sampling methodologies performed; (ii) tabulated laboratory
analytical results; (iii) IDW management procedures; and (iv) findings, conclusions, and
recommendations for soil management options. Soil sample results will be compared to MSWLF
regulatory limits in the NCDEQ Contained-In Policy for disposal and will also be evaluated against
the Unrestricted Use regulatory limits in the NCDEQ Contained-In Policy for potential reuse on-
Site. The report will include figures depicting the sample locations and areas which have
characterized as listed hazardous or non-hazardous. The final report will be signed and sealed by
a Professional Engineer or Geologist and will include Geosyntec’s Professional Engineer and
Professional Geologist license numbers. The SMDP will be submitted to BRS as an addendum
attachment to the Utility Installation EMP.

8. REFERENCES
Geosyntec Consultants of NC, P.C. Soil and Water Management Memorandum, Former Domestic
Laundry Brownfields Property (BF# 25032-21-060). 26 April 2022.
Geosyntec Consultants of NC, P.C. Work Plan for Limited Brownfields Site Assessment – Part II.
12 May 2022.
Geosyntec Consultants of NC, P.C. Work Plan for Soil Pre-Characterization in Area A – Revision
1. 30 June 2022.
Geosyntec Consultants of NC, P.C. Area A Soil Management and Disposal Plan – Revision 1. 27
September 2022.
Laboratory Services and Applied Science Division (LSASD), U.S. EPA. Soil Sampling,
LSASDPROC-300-R4. June 2020.
NCDEQ, “Contained-in” Policy for Soil Contaminated with Listed Hazardous Waste”. June
2016.

FIGURES
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F
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e
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a
y
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2
7
7
Former Data Center801 South McDowell StreetParcel ID: 12520155
Baxter Street Area A
P:\GIS\Projects\K\Kimley Horn\Lookout\MXD\CAR230033 - Area A Pre-Characterization Baxter\Figure 1_Site Location.mxd 3/15/2023 2:32:41 PM
Subject Property Location Map(Work Plan - Baxter)
Figure
1Charlotte, NC March 2023
LegendBrownfields Property Boundary Subject Property
200 0 200100 Feet ³Notes:1. Property boundaries, parcel IDs, and addresses obtainedfrom Mecklenburg County GIS.
Service Layer Credits: Sources: Esri, HERE,Garmin, Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, Ordnance
Site Location
Former Domestic Laundry Brownfields ProjectBF# 25032-21-060Charlotte, North Carolina
Former Wray Ward900 Baxter StreetParcel ID: 12520150
12
B
a
x
t
e
r

S
t
Area A
Area B
Former Solvent Tank
Former Dry-Cleaner
A

B

C

D

E

F

G

H

I

J
South McDowell StreetSource: Esri, Maxar, Earthstar Geographics, and the GIS User Community
P:\GIS\Projects\K\Kimley Horn\Lookout\MXD\CAR230033 - Area A Pre-Characterization Baxter\Figure 2_Locations_MiddleAA.mxd 3/27/2023 10:41:11 PM
LegendBrownfields Property BoundarySubject PropertyExisting Culverted StreamProposed Culvert Installation
Approximate Location of HistoricalFeaturesFormer Domestic LaundryFormer Domestic LaundrySolvent Tank
Area A - Potentially Impacted byDSCA Release Above and Belowthe Water TableArea B - Potentially Impacted byDSCA Release Below the WaterTable
Notes:1. Property boundaries and existing stream from Mecklenburg County GIS.2. Locations are approximate due to close spacing of sampling locations and the scaleof the Figure. Locations may be adjusted in the field based on utilities andobstructions.3. Proposed culvert installation area provided by Kimley-Horn.4. Historical features locations are approximated from historical reports (ERM 1997,Aware 2007, URS 2012, URS 2014, URS 2015, Terracon 2018, F&R 2020, and ERIS ³Former Domestic Laundry Brownfields ProjectBF# 25032-21-060Charlotte, North Carolina
Area A Sampling Locations - Baxter(Work Plan - Baxter)
Figure
2Charlotte, NC March 2023
50 0 5025 Feet
Proposed Soil Boring
B
a
x
t
e
r

S
t
Area A
Area B
South McDowell Street@A
@A
@A
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
P:\GIS\Projects\K\Kimley Horn\Lookout\MXD\CAR230033 - Area A Pre-Characterization Baxter\Figure 3_Piezometers.mxd 3/17/2023 1:12:40 PM
LegendBrownfields Property BoundaryExisting Culverted StreamProposed Culvert Installation
Area A - Potentially Impacted byDSCA Release Above and Belowthe Water Table
Area B - Potentially Impacted byDSCA Release Below the WaterTable Notes:1. Property boundaries and existing culverted stream from Mecklenburg County GIS.2. Locations are approximate and may be adjusted in the field based on utilities andobstructions as well as construction team needs.3. Proposed culvert installation area provided by Kimley-Horn.4. Area A and B derived based on historical features and groundwater analytical fromAugust 2021.³
Proposed Piezometers
Former Domestic Laundry Brownfields Project BF# 25032-21-060Charlotte, North Carolina
Figure
3Charlotte, NC March 2023
100 0 10050 Feet
Proposed Piezometer@A

APPENDIX A
HISTORICAL ANALYTICAL DATA

Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
AA-A1-1 1 7/5/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-A2-1 1 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-A3-1 1 7/5/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-A4-1 1 7/5/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-A5-1 1 7/5/2022 0.0023U 0.0017U 0.0022U 0.0017U 0.0017U
AA-A6-1 1 7/5/2022 0.0022U 0.0016U 0.0021U 0.0016U 0.0016U
AA-B1-1 1 7/5/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-B1-2 2 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-B2-1 1 7/5/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-B2-2 2 7/5/2022 0.00044U 0.0007U 0.0056 0.00029U 0.00037U
AA-B3-1 1 7/5/2022 0.0018U 0.0013U 0.0131 0.0013U 0.0013U
AA-B3-2 2 7/5/2022 0.0016U 0.0012U 0.0033J 0.0012U 0.0012U
AA-B4-1 1 7/5/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-B4-2 2 7/5/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-B4-3 3 7/5/2022 0.00048U 0.00076U 0.00052U 0.00031U 0.0004U
AA-B5-1 1 7/5/2022 0.0024U 0.0017U 0.0022U 0.0017U 0.0017U
AA-B5-2 2 7/5/2022 0.0024U 0.0018U 0.0022U 0.0018U 0.0018U
AA-B5-3 3 7/5/2022 0.002U 0.0015U 0.0055J 0.0015U 0.0015U
AA-B6-1 1 7/5/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-B6-2 2 7/5/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-B6-3 3 7/5/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-C1-1 1 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-C1-2 2 7/5/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-C2-1 1 7/5/2022 0.0016U 0.0011U 0.0024J 0.0011U 0.0011U
AA-C2-2 2 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-C3-1 1 7/5/2022 0.00044U 0.0007U 0.00048U 0.00029U 0.00037U
AA-C3-2 2 7/5/2022 0.00046U 0.00072U 0.0005U 0.00029U 0.00038U
AA-C4-1 1 7/6/2022 0.00058U 0.00092U 0.00063U 0.00038U 0.00048U
AA-C4-2 2 7/6/2022 0.00039U 0.00063U 0.00043U 0.00026U 0.00033U
AA-C4-3 3 7/6/2022 0.00041U 0.00066U 0.00045U 0.00027U 0.00035U
AA-C4-4 4 7/6/2022 0.0005U 0.00079U 0.00054U 0.00032U 0.00042U
AA-C5-1 1 7/6/2022 0.0006U 0.00095U 0.00065U 0.00039U 0.0005U
AA-C5-2 2 7/6/2022 0.00048U 0.00075U 0.00052U 0.00031U 0.0004U
AA-C5-3 3 7/6/2022 0.00052U 0.00083U 0.00057U 0.00034U 0.00044U
AA-C5-4 4 7/6/2022 0.00055U 0.00087U 0.0006U 0.00036U 0.00046U
AA-C6-1 1 7/6/2022 0.00053UH 0.00085UH 0.00058UH 0.00035UH 0.00045UH
AA-C6-2 2 7/6/2022 0.00054UH 0.00086UH 0.00059UH 0.00035UH 0.00045UH
AA-C6-3 3 7/6/2022 0.00043U 0.00069U 0.00047U 0.00028U 0.00036U
AA-C6-4 4 7/8/2022 0.00029U 0.00046U 0.0011 0.00019U 0.00024U
AA-D1-1 1 7/6/2022 0.0005U 0.00079U 0.00054U 0.00032U 0.00042U
AA-D1-2 2 7/6/2022 0.0005U 0.00079U 0.0025 0.00032U 0.00041U
AA-D1-3 3 7/6/2022 0.0005U 0.00079U 0.004 0.00032U 0.00041U
AA-D2-1 1 7/6/2022 0.00057U 0.0009U 0.00062U 0.00037U 0.00047U
AA-D2-2 2 7/6/2022 0.00043U 0.00069U 0.00047U 0.00028U 0.00036U
AA-D3-1 1 7/6/2022 0.00049U 0.00077U 0.00053U 0.00032U 0.00041U
AA-D3-2 2 7/6/2022 0.00054U 0.00085U 0.00058U 0.00035U 0.00045U
AA-D3-3 3 7/6/2022 0.00053U 0.00084U 0.00058U 0.00034U 0.00044U
AA-D3-4 4 7/6/2022 0.00054U 0.00086U 0.00059U 0.00035U 0.00045U
AA-D4-1 1 7/6/2022 0.00039U 0.00062U 0.00042U 0.00025U 0.00032U
AA-D4-2 2 7/6/2022 0.00039U 0.00062U 0.00043U 0.00025U 0.00033U
AA-D4-3 3 7/6/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-D4-4 4 7/6/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00027U
AA-D4-5 5 7/6/2022 0.00035U 0.00056U 0.0015 0.00023U 0.00029U
AA-D5-1 1 7/6/2022 0.00035U 0.00056U 0.00039U 0.00023U 0.0003U
AA-D5-2 2 7/6/2022 0.00037U 0.00058U 0.0004U 0.00024U 0.00031U
AA-D5-3 3 7/6/2022 0.00047U 0.00074U 0.00051U 0.0003U 0.00039U
AA-D5-4 4 7/6/2022 0.00041U 0.00064U 0.00044U 0.00026U 0.00034U
AA-D5-5 5 7/6/2022 0.00038U 0.0006U 0.00041U 0.00024U 0.00031U
AA-D5-6 6 7/6/2022 0.00037U 0.00059U 0.0012 0.00024U 0.00031U
AA-D6-1 1 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-D6-2 2 7/1/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-D6-3 3 7/1/2022 0.0013U 0.00097U 0.0012U 0.00097U 0.00097U
AA-D6-4 4 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-D6-5 5 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-D6-6 6 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-D6-7 7 7/1/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-D6-8 8 7/1/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-E1-1 1 7/6/2022 0.00048U 0.00076U 0.0018 0.00031U 0.0004U
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
Geosyntec Consultants of NC, P.C.Page 1 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-E1-2 2 7/6/2022 0.00045U 0.00072U 0.0068 0.00029U 0.00038U
AA-E1-3 3 7/6/2022 0.00035U 0.00056U 0.0019 0.00023U 0.0003U
AA-E1-4 4 7/6/2022 0.00042U 0.00067U 0.0106 0.00027U 0.00035U
AA-E2-1 1 7/6/2022 0.00054U 0.00086U 0.00059U 0.00035U 0.00045U
AA-E2-2 2 7/6/2022 0.00048U 0.00077U 0.0018 0.00031U 0.0004U
AA-E2-3 3 7/6/2022 0.00049U 0.00078U 0.00053U 0.00032U 0.00041U
AA-E2-4 4 7/6/2022 0.0005U 0.00079U 0.00054U 0.00032U 0.00042U
AA-E3-1 1 7/6/2022 0.00032U 0.00051U 0.00035U 0.00021U 0.00027U
AA-E3-2 2 7/6/2022 0.00036U 0.00056U 0.00039U 0.00023U 0.0003U
AA-E3-3 3 7/6/2022 0.00053U 0.00084U 0.00058U 0.00034U 0.00044U
AA-E3-4 4 7/6/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00027U
AA-E3-5 5 7/6/2022 0.0004U 0.00063U 0.0025 0.00026U 0.00033U
AA-E4-1 1 7/6/2022 0.00039U 0.00061U 0.00042U 0.00025U 0.00032U
AA-E4-2 2 7/6/2022 0.00042U 0.00067U 0.00046U 0.00027U 0.00035U
AA-E4-3 3 7/6/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-E4-4 4 7/6/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-E4-5 5 7/6/2022 0.0021U 0.0016U 0.0031J 0.0016U 0.0016U
AA-E4-6 6 7/6/2022 0.0016U 0.0011U 0.0039J 0.0011U 0.0011U
AA-E5-1 1 7/5/2022 0.0026U 0.0019U 0.0024U 0.0019U 0.0019U
AA-E5-2 2 7/5/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-E5-3 3 7/5/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-E5-4 4 7/5/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-E5-5 5 7/5/2022 0.0014U 0.00098U 0.0013U 0.00098U 0.00098U
AA-E5-6 6 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-E5-7 7 7/5/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-E5-8 8 7/5/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-E6-1 1 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-E6-2 2 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-E6-3 3 7/1/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-E6-4 4 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-E6-5 5 7/1/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-E6-6 6 7/1/2022 0.0013U 0.00097U 0.0012U 0.00097U 0.00097U
AA-E6-7 7 7/1/2022 0.0014U 0.00099U 0.0013U 0.00099U 0.00099U
AA-E6-8 8 7/1/2022 0.0016U 0.0011U 0.0032J 0.0011U 0.0011U
AA-E6-9 9 7/1/2022 0.0015U 0.0011U 0.0065 0.0011U 0.0011U
AA-F1-1 1 7/6/2022 0.0005U 0.0008U 0.0029 0.00033U 0.00042U
AA-F1-2 2 7/6/2022 0.00051UH 0.00081UH 0.0196H 0.00033UH 0.00043UH
AA-F1-3 3 7/6/2022 0.0012U 0.00088U 0.0078 0.00088U 0.00088U
AA-F1-4 4 7/6/2022 0.0012U 0.00085U 0.0014J 0.00085U 0.00085U
AA-F2-1 1 7/6/2022 0.00046UH 0.00074UH 0.00051UH 0.0003UH 0.00039UH
AA-F2-2 2 7/6/2022 0.00051U 0.0008U 0.0025 0.00033U 0.00042U
AA-F2-3 3 7/6/2022 0.0015U 0.0011U 0.0043J 0.0011U 0.0011U
AA-F2-4 4 7/6/2022 0.0016U 0.0012U 0.0092 0.0012U 0.0012U
AA-F3-1 1 7/6/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-F3-2 2 7/6/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-F3-3 3 7/6/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-F3-4 4 7/6/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-F3-5 5 7/6/2022 0.0014U 0.001U 0.0076 0.001U 0.001U
AA-F4-1 1 7/6/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-F4-2 2 7/6/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-F4-3 3 7/6/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-F4-4 4 7/7/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-F4-5 5 7/7/2022 0.0012U 0.00087U 0.0035J 0.00087U 0.00087U
AA-F4-6 6 7/7/2022 0.0013U 0.00092U 0.0031J 0.00092U 0.00092U
AA-F4-7 7 7/7/2022 0.0017U 0.0012U 0.0058J 0.0012U 0.0012U
AA-F5-1 1 7/5/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-F5-2 2 7/5/2022 0.0025U 0.0018U 0.0024U 0.0018U 0.0018U
AA-F5-3 3 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-F5-4 4 7/5/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-F5-5 5 7/5/2022 0.0014U 0.00099U 0.0013U 0.00099U 0.00099U
AA-F5-5_DUP 5 7/5/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-F5-6 6 7/5/2022 0.0014U 0.001U 0.0063 0.001U 0.001U
AA-F5-7 7 7/5/2022 0.0015U 0.0011U 0.0062 0.0011U 0.0011U
AA-F5-8 8 7/5/2022 0.0015U 0.0011U 0.0091 0.0011U 0.0011U
AA-F6-1 1 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-F6-2 2 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-F6-3 3 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-F6-4 4 7/1/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-F6-5 5 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
Geosyntec Consultants of NC, P.C.Page 2 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-F6-6 6 7/1/2022 0.0014U 0.001U 0.0064 0.001U 0.001U
AA-F6-7 7 7/1/2022 0.0016U 0.0012U 0.0218 0.0012U 0.0012U
AA-F6-8 8 7/1/2022 0.0014U 0.001U 0.0052 0.001U 0.001U
AA-F6-9 9 7/1/2022 0.0012U 0.00089U 0.0106 0.00089U 0.00089U
AA-G1-1 1 7/6/2022 0.00043U 0.00068U 0.00047U 0.00028U 0.00036U
AA-G1-2 2 7/6/2022 0.00043U 0.00068U 0.0096 0.00028U 0.00036U
AA-G1-3 3 7/6/2022 0.0013U 0.00094U 0.0111 0.00094U 0.00094U
AA-G1-4 4 7/6/2022 0.0012U 0.00089U 0.0282 0.00089U 0.00089U
AA-G1-4_DUP 4 7/6/2022 0.0016U 0.0011U 0.0348 0.0011U 0.0011U
AA-G2-1 1 7/6/2022 0.00043U 0.00068U 0.0025 0.00028U 0.00036U
AA-G2-2 2 7/7/2022 0.0018U 0.0013U 0.0043J 0.0013U 0.0013U
AA-G2-3 3 7/7/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-G2-4 4 7/7/2022 0.0015U 0.0011U 0.0251 0.0011U 0.0011U
AA-G3-1 1 7/6/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-G3-2 2 7/7/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-G3-3 3 7/7/2022 0.0014U 0.00098U 0.0013U 0.00098U 0.00098U
AA-G3-4 4 7/7/2022 0.0014U 0.00098U 0.0039J 0.00098U 0.00098U
AA-G3-5 5 7/7/2022 0.0013U 0.00097U 0.0174 0.00097U 0.00097U
AA-G4-1 1 7/7/2022 0.00035UH 0.00055UH 0.00038UH 0.00022UH 0.00029UH
AA-G4-2 2 7/7/2022 0.00033UH 0.00052UH 0.00036UH 0.00021UH 0.00028UH
AA-G4-3 3 7/7/2022 0.00035UH 0.00055UH 0.00038UH 0.00022UH 0.00029UH
AA-G4-4 4 7/7/2022 0.00035UH 0.00056UH 0.00038UH 0.00023UH 0.00029UH
AA-G4-5 5 7/7/2022 0.00045UH 0.00072UH 0.0053H 0.00029UH 0.00038UH
AA-G4-6 6 7/7/2022 0.00032UH 0.00051UH 0.0029H 0.00021UH 0.00027UH
AA-G4-7 7 7/7/2022 0.00035UH 0.00055UH 0.0192H 0.00022UH 0.00029UH
AA-G5-1 1 7/5/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-G5-2 2 7/5/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-G5-3 3 7/5/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-G5-4 4 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-G5-5 5 7/5/2022 0.0022U 0.0016U 0.0054J 0.0016U 0.0016U
AA-G5-6 6 7/5/2022 0.0018U 0.0013U 0.0363 0.0013U 0.0013U
AA-G5-7 7 7/5/2022 0.0014U 0.00098U 0.0124 0.00098U 0.00098U
AA-G5-8 8 7/5/2022 0.0016U 0.0012U 0.014 0.0012U 0.0012U
AA-G5-9 9 7/5/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-G6-1 1 7/1/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-G6-2 2 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-G6-3 3 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-G6-4 4 7/1/2022 0.0017U 0.0012U 0.0019J 0.0012U 0.0012U
AA-G6-5 5 7/1/2022 0.0015U 0.0011U 0.0112 0.0011U 0.0011U
AA-G6-6 6 7/1/2022 0.0014U 0.00099U 0.0045J 0.00099U 0.00099U
AA-G6-7 7 7/1/2022 0.0017U 0.0012U 0.114 0.0012U 0.0012U
AA-G6-8 8 7/1/2022 0.0013U 0.00097U 0.0186 0.00097U 0.00097U
AA-G6-9 9 7/1/2022 0.0013U 0.00094U 0.0293 0.00094U 0.00094U
AA-H1-1 1 7/6/2022 0.00057U 0.00091U 0.0055 0.00037U 0.00048U
AA-H1-2 2 7/6/2022 0.00057U 0.00091U 0.0427 0.00037U 0.00048U
AA-H1-3 3 7/6/2022 0.0013U 0.00095U 0.0087 0.00095U 0.00095U
AA-H1-4 4 7/6/2022 0.0013U 0.00094U 0.0068 0.00094U 0.00094U
AA-H2-1 1 7/6/2022 0.00045U 0.00071U 0.0044 0.00029U 0.00037U
AA-H2-2 2 7/6/2022 0.00055U 0.00088U 0.0006U 0.00036U 0.00046U
AA-H2-3 3 7/6/2022 0.00054U 0.00085U 0.0106 0.00035U 0.00045U
AA-H2-4 4 7/6/2022 0.00056U 0.00089U 0.0396 0.00036U 0.00047U
AA-H3-1 1 7/7/2022 0.00034UH 0.00053UH 0.00037UH 0.00022UH 0.00028UH
AA-H3-2 2 7/7/2022 0.00045UH 0.00071UH 0.0049H 0.00029UH 0.00037UH
AA-H3-3 3 7/7/2022 0.00031UH 0.0005UH 0.0022H 0.0002UH 0.00026UH
AA-H3-4 4 7/7/2022 0.00032UH 0.00051UH 0.0147H 0.00021UH 0.00027UH
AA-H3-5 5 7/7/2022 0.00032UH 0.00051UH 0.0431H 0.00021UH 0.00027UH
AA-H4-1 1 7/7/2022 0.00036UH 0.00057UH 0.00039UH 0.00023UH 0.0003UH
AA-H4-2 2 7/7/2022 0.00033UH 0.00052UH 0.00036UH 0.00021UH 0.00028UH
AA-H4-3 3 7/7/2022 0.00033UH 0.00052UH 0.00036UH 0.00021UH 0.00027UH
AA-H4-4 4 7/7/2022 0.00038UH 0.0006UH 0.00041UH 0.00024UH 0.00031UH
AA-H4-5 5 7/7/2022 0.0003UH 0.00048UH 0.0079H 0.00019UH 0.00025UH
AA-H4-6 6 7/7/2022 0.00035UH 0.00055UH 0.0101H 0.00022UH 0.00029UH
AA-H4-7 7 7/7/2022 0.00033UH 0.00053UH 0.0185H 0.00022UH 0.00028UH
AA-H5-1 1 7/5/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-H5-2 2 7/5/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-H5-3 3 7/5/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-H5-4 4 7/5/2022 0.0015U 0.0011U 0.0105 0.0011U 0.0011U
AA-H5-5 5 7/5/2022 0.0015U 0.0011U 0.0089 0.0011U 0.0011U
AA-H5-6 6 7/8/2022 0.00045UH 0.00072UH 0.0192H 0.00029UH 0.00038UH
Geosyntec Consultants of NC, P.C.Page 3 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-H5-7 7 7/8/2022 0.00064UH 0.001UH 0.0024H 0.00041UH 0.00053UH
AA-H5-8 8 7/8/2022 0.00038U 0.0006U 0.00041U 0.00024U 0.00031U
AA-H5-9 9 7/8/2022 0.00031U 0.0005U 0.00034U 0.0002U 0.00026U
AA-H6-1 1 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-H6-2 2 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-H6-3 3 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-H6-4 4 7/1/2022 0.0014U 0.001U 0.0015J 0.001U 0.001U
AA-H6-5 5 7/1/2022 0.0016U 0.0011U 0.0023J 0.0011U 0.0011U
AA-H6-6 6 7/1/2022 0.0017U 0.0012U 0.0725 0.0012U 0.0012U
AA-H6-7 7 7/1/2022 0.0015U 0.0011U 0.173 0.0011U 0.0011U
AA-H6-8 8 7/1/2022 0.0012U 0.0009U 0.0895 0.0009U 0.0009U
AA-H6-9 9 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-I1-1 1 7/6/2022 0.00061U 0.00096U 0.003 0.00039U 0.00051U
AA-I1-2 2 7/6/2022 0.00048U 0.00075U 0.0119 0.00031U 0.0004U
AA-I1-3 3 7/6/2022 0.00041U 0.00066U 0.0319 0.00027U 0.00035U
AA-I1-4 4 7/6/2022 0.00049U 0.00077U 0.121 0.00032U 0.00041U
AA-I2-1 1 7/6/2022 0.00045U 0.00071U 0.0044 0.00029U 0.00038U
AA-I2-2 2 7/6/2022 0.00044U 0.0007U 0.0093 0.00029U 0.00037U
AA-I2-3 3 7/6/2022 0.0005U 0.0008U 0.048 0.00033U 0.00042U
AA-I2-4 4 7/6/2022 0.0005U 0.00079U 0.0565 0.00032U 0.00041U
AA-I3-1 1 7/7/2022 0.00041U 0.00065U 0.0013 0.00027U 0.00034U
AA-I3-2 2 7/7/2022 0.00041U 0.00065U 0.0025 0.00026U 0.00034U
AA-I3-3 3 7/7/2022 0.00035U 0.00055U 0.00038U 0.00022U 0.00029U
AA-I3-4 4 7/7/2022 0.00032U 0.00051U 0.0022 0.00021U 0.00027U
AA-I3-5 5 7/7/2022 0.00026U 0.00042U 0.0151 0.00017U 0.00022U
AA-I4-1 1 7/7/2022 0.0004U 0.00063U 0.126 0.00026U 0.00033U
AA-I4-2 2 7/7/2022 0.00041U 0.00066U 0.0022 0.00027U 0.00035U
AA-I4-3 3 7/7/2022 0.00031U 0.00049U 0.00033U 0.0002U 0.00026U
AA-I4-4 4 7/7/2022 0.00036U 0.00057U 0.0064 0.00023U 0.0003U
AA-I4-5 5 7/7/2022 0.00026U 0.00042U 0.0041 0.00017U 0.00022U
AA-I4-6 6 7/7/2022 0.00036U 0.00057U 0.064 0.00023U 0.0003U
AA-I5-1 1 7/5/2022 0.0022U 0.0016U 0.002U 0.0016U 0.0016U
AA-I5-2 2 7/5/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-I5-3 3 7/5/2022 0.0016U 0.0011U 0.0133 0.0011U 0.0011U
AA-I5-4 4 7/5/2022 0.0019U 0.0014U 0.0187 0.0014U 0.0014U
AA-I5-5 5 7/5/2022 0.0015U 0.0011U 0.103 0.0011U 0.0011U
AA-I5-6 6 7/5/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-I5-7 7 7/5/2022 0.0021U 0.0015U 0.0078 0.0015U 0.0015U
AA-I5-8 8 7/5/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-I6-1 1 7/1/2022 0.0018U 0.0013U 0.0022J 0.0013U 0.0013U
AA-I6-2 2 7/1/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-I6-3 3 7/1/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-I6-4 4 7/1/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-I6-5 5 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-I6-6 6 7/1/2022 0.0022U 0.0016U 0.0021U 0.0016U 0.0016U
AA-I6-7 7 7/1/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-J1-1 1 7/7/2022 0.0021U 0.0015U 0.0199 0.0015U 0.0015U
AA-J1-2 2 7/7/2022 0.002U 0.0014U 0.0631 0.0014U 0.0014U
AA-J1-3 3 7/7/2022 0.0012U 0.0028J 0.149 0.00088U 0.00088U
AA-J1-4 4 7/7/2022 0.0013U 0.00091U 0.0051 0.00091U 0.00091U
AA-J2-1 1 7/6/2022 0.00051UH 0.00082UH 0.0113H 0.00033UH 0.00043UH
AA-J2-2 2 7/6/2022 0.00054UH 0.00085UH 0.0115H 0.00035UH 0.00045UH
AA-J2-3 3 7/7/2022 0.0018U 0.0013U 0.0579 0.0013U 0.0013U
AA-J2-4 4 7/7/2022 0.0013U 0.00092U 0.006 0.00092U 0.00092U
AA-J3-1 1 7/7/2022 0.00028U 0.00044U 0.0061 0.00018U 0.00023U
AA-J3-2 2 7/7/2022 0.00042U 0.00066U 0.0075 0.00027U 0.00035U
AA-J3-3 3 7/7/2022 0.00027U 0.00043U 0.0105 0.00018U 0.00023U
AA-J3-4 4 7/7/2022 0.00026U 0.00041U 0.034 0.00017U 0.00022U
AA-J3-5 5 7/7/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-J4-1 1 7/12/2022 0.0015U 0.0011U 0.0195 0.0011U 0.0011U
AA-J4-2 2 7/12/2022 0.0015U 0.0011U 0.0103 0.0011U 0.0011U
AA-J4-2_DUP 2 7/12/2022 0.0015U 0.0011U 0.0139 0.0011U 0.0011U
AA-J4-3 3 7/12/2022 0.0013U 0.00091U 0.0029J 0.00091U 0.00091U
AA-J4-4 4 7/12/2022 0.0013U 0.00093U 0.0101 0.00093U 0.00093U
AA-J4-5 5 7/12/2022 0.00027U 0.00042U 0.0453 0.00017U 0.00022U
AA-J4-6 6 7/12/2022 0.0019U 0.001U 6.09 0.0014U 0.0014U
AA-J5-1 1 7/5/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-J5-2 2 7/5/2022 0.002U 0.0015U 0.0063J 0.0015U 0.0015U
AA-J5-3 3 7/5/2022 0.002U 0.0014U 0.0059J 0.0014U 0.0014U
Geosyntec Consultants of NC, P.C.Page 4 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-J5-3_DUP 3 7/5/2022 0.0024U 0.0017U 0.0045J 0.0017U 0.0017U
AA-J5-4 4 7/5/2022 0.0019U 0.0014U 0.0366 0.0014U 0.0014U
AA-J5-5 5 7/5/2022 0.002U 0.0014U 0.0022J 0.0014U 0.0014U
AA-J5-6 6 7/5/2022 0.00043U 0.00069U 0.00047U 0.00028U 0.00036U
AA-J5-7 7 7/5/2022 0.00039U 0.00061U 0.0056 0.00025U 0.00032U
AA-J6-1 1 7/1/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-J6-2 2 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-J6-3 3 7/1/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-J6-4 4 7/1/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-J6-5 5 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-J6-6 6 7/1/2022 0.0016U 0.0011U 0.0127 0.0011U 0.0011U
AA-J6-7 7 7/1/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-K1-1 1 7/7/2022 0.0017U 0.0012U 0.007 0.0012U 0.0012U
AA-K1-2 2 7/7/2022 0.0018U 0.0013U 0.016 0.0013U 0.0013U
AA-K1-3 3 7/7/2022 0.00034U 0.00055U 0.0073 0.00022U 0.00029U
AA-K1-4 4 7/7/2022 0.00036U 0.00057U 0.0013 0.00023U 0.0003U
AA-K2-1 1 7/7/2022 0.0021U 0.0016U 0.0105 0.0016U 0.0016U
AA-K2-2 2 7/7/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-K2-3 3 7/7/2022 0.0017U 0.0012U 0.0361 0.0012U 0.0012U
AA-K2-4 4 7/7/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-K3-1 1 7/12/2022 0.0013U 0.00097U 0.0046J 0.00097U 0.00097U
AA-K3-2 2 7/12/2022 0.0011U 0.00082U 0.0101 0.00082U 0.00082U
AA-K3-3 3 7/12/2022 0.001U 0.00076U 0.129 0.00076U 0.00076U
AA-K3-4 4 7/12/2022 0.0013U 0.00097U 0.0801 0.00097U 0.00097U
AA-K3-5 5 7/12/2022 0.002U 0.0014U 0.0067J 0.0014U 0.0014U
AA-K4-1 1 7/5/2022 0.00044U 0.0007U 0.0021 0.00028U 0.00037U
AA-K4-2 2 7/5/2022 0.00044U 0.00069U 0.0136 0.00028U 0.00037U
AA-K4-3 3 7/5/2022 0.00048U 0.00076U 0.0404 0.00031U 0.0004U
AA-K4-4 4 7/5/2022 0.00057U 0.0009U 0.00062U 0.00037U 0.00047U
AA-K4-5 5 7/5/2022 0.0006U 0.00095U 0.00065U 0.00039U 0.0005U
AA-K4-6 6 7/5/2022 0.00038U 0.00061U 0.0612 0.00025U 0.00032U
AA-K5-1 1 7/5/2022 0.00049U 0.00079U 0.02 0.00032U 0.00041U
AA-K5-2 2 7/5/2022 0.00052U 0.00082U 0.003 0.00034U 0.00043U
AA-K5-3 3 7/5/2022 0.00051U 0.0008U 0.0027 0.00033U 0.00042U
AA-K5-4 4 7/5/2022 0.00049U 0.00078U 0.0016 0.00032U 0.00041U
AA-K5-5 5 7/5/2022 0.00043U 0.00069U 0.0058 0.00028U 0.00036U
AA-K5-6 6 7/5/2022 0.00047U 0.00074U 0.00051U 0.0003U 0.00039U
AA-K5-7 7 7/5/2022 0.00044U 0.0007U 0.00048U 0.00028U 0.00037U
AA-K6-1 1 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-K6-2 2 7/1/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-K6-3 3 7/1/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-K6-4 4 7/1/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-K6-4_DUP 4 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-K6-5 5 7/1/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-K6-6 6 7/1/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-K6-7 7 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-L1-1 1 7/7/2022 0.0011U 0.00078U 0.0073 0.00078U 0.00078U
AA-L1-2 2 7/7/2022 0.0012U 0.00088U 0.0373 0.00088U 0.00088U
AA-L1-3 3 7/7/2022 0.0012U 0.00086U 0.0138 0.00086U 0.00086U
AA-L1-4 4 7/7/2022 0.0012U 0.0009U 0.0053 0.0009U 0.0009U
AA-L2-1 1 7/7/2022 0.0013U 0.00097U 0.0044J 0.00097U 0.00097U
AA-L2-2 2 7/7/2022 0.0013U 0.00098U 0.0282 0.00098U 0.00098U
AA-L2-3 3 7/7/2022 0.0016U 0.0011U 0.0034J 0.0011U 0.0011U
AA-L2-4 4 7/7/2022 0.0014U 0.001U 0.004J 0.001U 0.001U
AA-L3-1 1 7/7/2022 0.0016U 0.0012U 0.0173 0.0012U 0.0012U
AA-L3-2 2 7/7/2022 0.0015U 0.0024J 0.202 0.0011U 0.0011U
AA-L3-3 3 7/7/2022 0.0018U 0.0013U 0.003J 0.0013U 0.0013U
AA-L3-4 4 7/7/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-L3-5 5 7/7/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-L4-1 1 7/7/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-L4-2 2 7/7/2022 0.0019U 0.0014U 0.0127 0.0014U 0.0014U
AA-L4-3 3 7/7/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-L4-4 4 7/7/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-L4-5 5 7/7/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-L4-6 6 7/7/2022 0.0018U 0.0013U 0.0694 0.0013U 0.0013U
AA-L4-7 7 7/7/2022 0.0016U 0.0012U 0.0375 0.0012U 0.0012U
AA-L5-1 1 7/1/2022 0.0021U 0.0015U 0.0019U 0.0015U 0.0015U
AA-L5-2 2 7/1/2022 0.0017U 0.0012U 0.0076 0.0012U 0.0012U
AA-L5-3 3 7/1/2022 0.0016U 0.0011U 0.0036J 0.0011U 0.0011U
Geosyntec Consultants of NC, P.C.Page 5 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-L5-4 4 7/1/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-L5-5 5 7/1/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-L5-6 6 7/1/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-L5-7 7 7/1/2022 0.0014U 0.001U 0.0014U 0.001U 0.001U
AA-L6-1 1 7/7/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-L6-2 2 7/7/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-L6-3 3 7/7/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-L6-4 4 7/7/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-L6-5 5 7/7/2022 0.0013U 0.00091U 0.0012U 0.00091U 0.00091U
AA-L6-6 6 7/7/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-L6-7 7 7/7/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-M1-1 1 7/11/2022 0.0018U 0.0013U 0.0042J 0.0013U 0.0013U
AA-M1-2 2 7/11/2022 0.0017UH 0.0013UH 1.36H 0.0013UH 0.0013UH
AA-M1-3 3 7/11/2022 0.0015UH 0.0011UH 0.0492H 0.0011UH 0.0011UH
AA-M1-4 4 7/11/2022 0.0014UH 0.001UH 0.0098H 0.001UH 0.001UH
AA-M2-1 1 7/11/2022 0.0014UH 0.001UH 0.0067H 0.001UH 0.001UH
AA-M2-2 2 7/11/2022 0.0019UH 0.0014UH 0.0109H 0.0014UH 0.0014UH
AA-M3-1 1 7/11/2022 0.0021U 0.0015U 0.0127 0.0015U 0.0015U
AA-M3-2 2 7/11/2022 0.0024U 0.0017U 0.0022U 0.0017U 0.0017U
AA-M3-3 3 7/11/2022 0.0016U 0.0012U 0.0803 0.0012U 0.0012U
AA-M3-4 4 7/11/2022 0.0017U 0.0013U 0.0135 0.0013U 0.0013U
AA-M4-1 1 7/8/2022 0.00032U 0.00051U 0.0045 0.00021U 0.00027U
AA-M4-2 2 7/8/2022 0.00039U 0.00061U 0.0028 0.00025U 0.00032U
AA-M4-3 3 7/8/2022 0.00038U 0.0006U 0.0044 0.00025U 0.00032U
AA-M4-4 4 7/8/2022 0.0004U 0.00063U 0.0057 0.00026U 0.00033U
AA-M4-5 5 7/8/2022 0.00039U 0.00063U 0.014 0.00026U 0.00033U
AA-M4-6 6 7/8/2022 0.00038U 0.0006U 0.0616 0.00025U 0.00032U
AA-M4-7 7 7/8/2022 0.00041U 0.00065U 0.0044 0.00026U 0.00034U
AA-M5-1 1 7/7/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-M5-2 2 7/7/2022 0.0023U 0.0016U 0.0021U 0.0016U 0.0016U
AA-M5-3 3 7/7/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-M5-4 4 7/7/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-M5-5 5 7/7/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-M5-6 6 7/7/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-M5-7 7 7/7/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-M6-1 1 7/1/2022 0.002U 0.0014U 0.0019J 0.0014U 0.0014U
AA-M6-2 2 7/1/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-M6-3 3 7/1/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-M6-4 4 7/1/2022 0.0023U 0.0016U 0.0021U 0.0016U 0.0016U
AA-M6-5 5 7/5/2022 0.0024U 0.0018U 0.0023U 0.0018U 0.0018U
AA-M6-6 6 7/5/2022 0.0021U 0.0015U 0.002U 0.0015U 0.0015U
AA-M6-7 7 7/5/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-N1-1 1 7/11/2022 0.0018UH 0.0013UH 0.0147H 0.0013UH 0.0013UH
AA-N1-2 2 7/11/2022 0.0014UH 0.001UH 0.0155H 0.001UH 0.001UH
AA-N1-3 3 7/11/2022 0.0018UH 0.0013UH 0.0716H 0.0013UH 0.0013UH
AA-N1-4 4 7/11/2022 0.0016UH 0.0011UH 0.0427H 0.0011UH 0.0011UH
AA-N1-5 5 7/11/2022 0.0016UH 0.0012UH 0.0324H 0.0012UH 0.0012UH
AA-N2-1 1 7/11/2022 0.0015UH 0.0011UH 0.0396H 0.0011UH 0.0011UH
AA-N2-2 2 7/11/2022 0.0017UH 0.0013UH 0.014H 0.0013UH 0.0013UH
AA-N2-3 3 7/11/2022 0.0013UH 0.00096UH 0.0127H 0.00096UH 0.00096UH
AA-N3-1 1 7/11/2022 0.002U 0.0015U 0.0179 0.0015U 0.0015U
AA-N3-2 2 7/11/2022 0.0015U 0.0011U 0.0038J 0.0011U 0.0011U
AA-N4-1 1 7/8/2022 0.00037U 0.00058U 0.0093 0.00024U 0.00031U
AA-N4-2 2 7/8/2022 0.00037U 0.00058U 0.0214 0.00024U 0.00031U
AA-N4-3 3 7/8/2022 0.00035UH 0.00056UH 0.0108H 0.00023UH 0.0003UH
AA-N4-4 4 7/8/2022 0.00037UH 0.00059UH 0.0004UH 0.00024UH 0.00031UH
AA-N4-5 5 7/8/2022 0.00039UH 0.00061UH 0.00042UH 0.00025UH 0.00032UH
AA-N4-6 6 7/8/2022 0.00036UH 0.00056UH 0.0031H 0.00023UH 0.0003UH
AA-N5-1 1 7/7/2022 0.0023U 0.0017U 0.0021U 0.0017U 0.0017U
AA-N5-2 2 7/7/2022 0.0023U 0.0017U 0.0022U 0.0017U 0.0017U
AA-N5-3 3 7/7/2022 0.0021U 0.0015U 0.0019U 0.0015U 0.0015U
AA-N5-4 4 7/7/2022 0.0022U 0.0016U 0.002U 0.0016U 0.0016U
AA-N5-5 5 7/7/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-N5-6 6 7/7/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-N6-1 1 7/8/2022 0.00031U 0.00049U 0.00033U 0.0002U 0.00026U
AA-N6-2 2 7/8/2022 0.00041U 0.00065U 0.00044U 0.00026U 0.00034U
AA-N6-3 3 7/8/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-N6-4 4 7/8/2022 0.00035U 0.00055U 0.00038U 0.00022U 0.00029U
AA-N6-5 5 7/8/2022 0.00036U 0.00058U 0.0004U 0.00024U 0.0003U
Geosyntec Consultants of NC, P.C.Page 6 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-N6-6 6 7/8/2022 0.00041U 0.00065U 0.00045U 0.00027U 0.00034U
AA-O1-1 1 7/12/2022 0.0015UH 0.0011UH 0.02H 0.0011UH 0.0011UH
AA-O1-2 2 7/12/2022 0.0016UH 0.0012UH 0.0239H 0.0012UH 0.0012UH
AA-O1-3 3 7/12/2022 0.0017UH 0.0012UH 0.0227H 0.0012UH 0.0012UH
AA-O1-4 4 7/12/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-O1-5 5 7/12/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-O2-1 1 7/11/2022 0.0015UH 0.0011UH 0.0096H 0.0011UH 0.0011UH
AA-O2-2 2 7/11/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-O2-3 3 7/11/2022 0.0015UH 0.0011UH 0.0262H 0.0011UH 0.0011UH
AA-O3-1 1 7/11/2022 0.0019U 0.0014U 0.0097 0.0014U 0.0014U
AA-O3-2 2 7/11/2022 0.0015U 0.0011U 0.0204 0.0011U 0.0011U
AA-O3-2.5 2.5 7/11/2022 0.0018U 0.0013U 0.168 0.0013U 0.0013U
AA-O4-1 1 7/8/2022 0.00038U 0.00061U 0.0198 0.00025U 0.00032U
AA-O4-2 2 7/8/2022 0.00044U 0.00069U 0.0195 0.00028U 0.00036U
AA-O4-3 3 7/8/2022 0.00037UH 0.00059UH 0.00041UH 0.00024UH 0.00031UH
AA-O4-4 4 7/8/2022 0.00043UH 0.00068UH 0.0021H 0.00028UH 0.00036UH
AA-O4-5 5 7/8/2022 0.00039UH 0.00061UH 0.00042UH 0.00025UH 0.00032UH
AA-O4-6 6 7/8/2022 0.00045UH 0.00071UH 0.0161H 0.00029UH 0.00037UH
AA-O5-1 1 7/12/2022 0.0012U 0.00084U 0.0011U 0.00084U 0.00084U
AA-O5-2 2 7/12/2022 0.0013U 0.00097U 0.0012U 0.00097U 0.00097U
AA-O5-3 3 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-O5-4 4 7/12/2022 0.0013U 0.00097U 0.0012U 0.00097U 0.00097U
AA-O5-5 5 7/12/2022 0.0018U 0.0013U 0.0021J 0.0013U 0.0013U
AA-O5-6 6 7/12/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-O6-1 1 7/8/2022 0.00036U 0.00058U 0.0004U 0.00024U 0.0003U
AA-O6-2 2 7/8/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00028U
AA-O6-3 3 7/8/2022 0.00035U 0.00056U 0.00038U 0.00023U 0.00029U
AA-O6-4 4 7/8/2022 0.00032U 0.00051U 0.00032U 0.00021U 0.00027U
AA-O6-5 5 7/8/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-O6-6 6 7/8/2022 0.00029U 0.00046U 0.00032U 0.00019U 0.00024U
AA-P1-1 1 7/12/2022 0.0019U 0.0014U 0.0089 0.0014U 0.0014U
AA-P1-2 2 7/12/2022 0.0017U 0.0012U 0.0115 0.0012U 0.0012U
AA-P1-3 3 7/12/2022 0.0034U 0.0025U 0.0034J 0.0025U 0.0025U
AA-P1-4 4 7/12/2022 0.0018U 0.0013U 0.0019J 0.0013U 0.0013U
AA-P1-5 5 7/12/2022 0.0016U 0.0011U 0.0019J 0.0011U 0.0011U
AA-P2-1 1 7/11/2022 0.0016U 0.0012U 0.0453 0.0012U 0.0012U
AA-P2-2 2 7/11/2022 0.0012U 0.00084U 0.178E 0.00084U 0.00084U
AA-P2-3 3 7/11/2022 0.0019U 0.0014U 0.0381 0.0014U 0.0014U
AA-P2-4 4 7/11/2022 0.0016U 0.0011U 0.0093 0.0011U 0.0011U
AA-P2-5 5 7/11/2022 0.0022U 0.0016U 0.0066J 0.0016U 0.0016U
AA-P3-1 1 7/11/2022 0.0018U 0.0013U 0.0054J 0.0013U 0.0013U
AA-P3-2 2 7/11/2022 0.0018U 0.0013U 0.0237 0.0013U 0.0013U
AA-P3-2.5 2.5 7/11/2022 0.0014U 0.001U 0.0514 0.001U 0.001U
AA-P4-1 1 7/8/2022 0.00034UH 0.00054UH 0.00037UH 0.00022UH 0.00028UH
AA-P4-2 2 7/8/2022 0.00037UH 0.00058UH 0.0094H 0.00024UH 0.00031UH
AA-P4-3 3 7/8/2022 0.00031UH 0.0005UH 0.0044H 0.0002UH 0.00026UH
AA-P4-4 4 7/8/2022 0.00033UH 0.00052UH 0.00035UH 0.00021UH 0.00027UH
AA-P4-5 5 7/8/2022 0.00034UH 0.00053UH 0.0015H 0.00022UH 0.00028UH
AA-P4-6 6 7/8/2022 0.00033UH 0.00052UH 0.00036UH 0.00021UH 0.00027UH
AA-P5-1 1 7/7/2022 0.0021U 0.0015U 0.0019U 0.0015U 0.0015U
AA-P5-2 2 7/7/2022 0.0021U 0.0015U 0.002U 0.0015U 0.0015U
AA-P5-3 3 7/7/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-P5-4 4 7/7/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-P5-5 5 7/7/2022 0.0022U 0.0016U 0.0021U 0.0016U 0.0016U
AA-P5-6 6 7/12/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-P6-1 1 7/8/2022 0.00031UH 0.00049UH 0.00034UH 0.0002UH 0.00026UH
AA-P6-2 2 7/8/2022 0.00028UH 0.00045UH 0.00031UH 0.00018UH 0.00024UH
AA-P6-3 3 7/8/2022 0.0003UH 0.00048UH 0.00033UH 0.00019UH 0.00025UH
AA-P6-4 4 7/8/2022 0.0003UH 0.00048UH 0.00033UH 0.00019UH 0.00025UH
AA-P6-5 5 7/8/2022 0.00028UH 0.00044UH 0.0003UH 0.00018UH 0.00023UH
AA-P6-6 6 7/8/2022 0.00033UH 0.00052UH 0.00036UH 0.00021UH 0.00028UH
AA-Q1-1 1 7/12/2022 0.0019U 0.0013U 0.0146 0.0013U 0.0013U
AA-Q1-2 2 7/12/2022 0.0015U 0.0011U 0.0342 0.0011U 0.0011U
AA-Q1-3 3 7/12/2022 0.0015U 0.0011U 0.0472 0.0011U 0.0011U
AA-Q1-4 4 7/12/2022 0.0018U 0.0013U 0.0122 0.0013U 0.0013U
AA-Q1-5 5 7/12/2022 0.0015U 0.0011U 0.009 0.0011U 0.0011U
AA-Q2-1 1 7/11/2022 0.0014UH 0.001UH 0.0073H 0.001UH 0.001UH
AA-Q2-2 2 7/11/2022 0.0013UH 0.00094UH 0.0432H 0.00094UH 0.00094UH
AA-Q2-3 3 7/11/2022 0.0012UH 0.00088UH 0.0103H 0.00088UH 0.00088UH
Geosyntec Consultants of NC, P.C.Page 7 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-Q3-1 1 7/11/2022 0.002U 0.0015U 0.0132 0.0015U 0.0015U
AA-Q3-2 2 7/11/2022 0.0014U 0.001U 0.0686 0.001U 0.001U
AA-Q3-2.5 2.5 7/11/2022 0.0014UHH 0.001UHH 0.198H 0.001UHH 0.001UHH
AA-Q4-1 1 7/8/2022 0.0004UH 0.00064UH 0.0018H 0.00026UH 0.00034UH
AA-Q4-2 2 7/8/2022 0.00043UH 0.00069UH 0.0026H 0.00028UH 0.00036UH
AA-Q4-3 3 7/8/2022 0.00041UH 0.00066UH 0.0219H 0.00027UH 0.00035UH
AA-Q4-4 4 7/8/2022 0.00042UH 0.00067UH 0.0195H 0.00027UH 0.00035UH
AA-Q4-5 5 7/8/2022 0.00039UH 0.00063UH 0.0152H 0.00026UH 0.00033UH
AA-Q4-6 6 7/8/2022 0.00033UH 0.00053UH 0.0119H 0.00022UH 0.00028UH
AA-Q5-1 1 7/12/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-Q5-2 2 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-Q5-3 3 7/12/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-Q5-4 4 7/12/2022 0.0013U 0.00092U 0.0012U 0.00092U 0.00092U
AA-Q5-5 5 7/12/2022 0.0017U 0.0013U 0.0025J 0.0013U 0.0013U
AA-Q5-6 6 7/12/2022 0.0017U 0.0012U 0.0017J 0.0012U 0.0012U
AA-Q6-1 1 7/8/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00028U
AA-Q6-2 2 7/8/2022 0.0003U 0.00047U 0.00032U 0.00019U 0.00025U
AA-Q6-3 3 7/8/2022 0.00029UH 0.00046UH 0.00031UH 0.00019UH 0.00024UH
AA-Q6-4 4 7/8/2022 0.00031UH 0.00049UH 0.001H 0.0002UH 0.00026UH
AA-Q6-5 5 7/8/2022 0.00034UH 0.00054UH 0.00037UH 0.00022UH 0.00028UH
AA-Q6-6 6 7/8/2022 0.00029UH 0.00046UH 0.00032UH 0.00019UH 0.00024UH
AA-R1-1 1 7/12/2022 0.0016U 0.0011U 0.028 0.0011U 0.0011U
AA-R1-2 2 7/12/2022 0.0017U 0.0012U 0.207 0.0012U 0.0012U
AA-R1-3 3 7/12/2022 0.0019U 0.0014U 0.073 0.0014U 0.0014U
AA-R1-4 4 7/12/2022 0.0017U 0.0013U 0.0614 0.0013U 0.0013U
AA-R2-1 1 7/11/2022 0.0013UH 0.00097UH 0.0263H 0.00097UH 0.00097UH
AA-R2-2 2 7/11/2022 0.0014UH 0.00099UH 0.0223H 0.00099UH 0.00099UH
AA-R2-3 3 7/11/2022 0.0012UH 0.00087UH 0.0245H 0.00087UH 0.00087UH
AA-R2-4 4 7/11/2022 0.0017UH 0.0012UH 0.0122H 0.0012UH 0.0012UH
AA-R2-5 5 7/11/2022 0.0014UH 0.00099UH 0.0099H 0.00099UH 0.00099UH
AA-R3-1 1 7/11/2022 0.0012U 0.00087U 0.0238 0.00087U 0.00087U
AA-R3-2 2 7/11/2022 0.0017U 0.0012U 0.22 0.0012U 0.0012U
AA-R3-3 3 7/11/2022 0.0014U 0.001U 0.0686 0.001U 0.001U
AA-R3-4 4 7/11/2022 0.0018U 0.0013U 0.0168 0.0013U 0.0013U
AA-R3-5 5 7/11/2022 0.0016U 0.0012U 0.0062 0.0012U 0.0012U
AA-R4-1 1 7/11/2022 0.0021U 0.0015U 0.0064J 0.0015U 0.0015U
AA-R4-2 2 7/11/2022 0.0022U 0.0016U 0.002U 0.0016U 0.0016U
AA-R4-3 3 7/11/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-R4-4 4 7/11/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-R4-5 5 7/11/2022 0.002U 0.0014U 0.0019U 0.0014U 0.0014U
AA-R5-1 1 7/12/2022 0.0017U 0.0012U 0.0015U 0.0012U 0.0012U
AA-R5-2 2 7/12/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-R5-3 3 7/12/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-R5-4 4 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-R5-5 5 7/12/2022 0.0019U 0.0014U 0.0018U 0.0014U 0.0014U
AA-R5-6 6 7/12/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-R6-1 1 7/8/2022 0.0003U 0.00047U 0.00032U 0.00019U 0.00025U
AA-R6-2 2 7/8/2022 0.00032U 0.00051U 0.00035U 0.00021U 0.00027U
AA-R6-3 3 7/7/2022 0.00029UH 0.00046UH 0.00032UH 0.00019UH 0.00024UH
AA-R6-4 4 7/7/2022 0.00031UH 0.00049UH 0.00034UH 0.0002UH 0.00026UH
AA-R6-5 5 7/7/2022 0.0003UH 0.00048UH 0.00033UH 0.0002UH 0.00025UH
AA-R6-6 6 7/7/2022 0.00027UH 0.00043UH 0.00029UH 0.00017UH 0.00023UH
AA-S1-1 1 7/12/2022 0.0016U 0.0011U 0.0631 0.0011U 0.0011U
AA-S1-2 2 7/12/2022 0.0015U 0.0011U 0.065 0.0011U 0.0011U
AA-S1-3 3 7/12/2022 0.0014U 0.0034J 28.6E 0.001U 0.001U
AA-S1-4 4 7/12/2022 0.0016U 0.0012U 2.22 0.0012U 0.0012U
AA-S2-1 1 7/12/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-S2-2 2 7/12/2022 0.0015UH 0.0011UH 6.56H 0.0011UH 0.0011UH
AA-S2-3 3 7/12/2022 0.0016UH 0.0012UH 3.21H 0.0012UH 0.0012UH
AA-S2-4 4 7/12/2022 0.0018UH 0.0013UH 0.169H 0.0013UH 0.0013UH
AA-S3-1 1 7/11/2022 0.0018U 0.0013U 0.251 0.0013U 0.0013U
AA-S3-2 2 7/11/2022 0.0023U 0.0016U 0.0665 0.0016U 0.0016U
AA-S3-3 3 7/11/2022 0.0021U 0.0015U 0.0501 0.0015U 0.0015U
AA-S3-4 4 7/11/2022 0.0025U 0.0018U 0.0096 0.0018U 0.0018U
AA-S4-1 1 7/11/2022 0.0029U 0.0021U 0.0027U 0.0021U 0.0021U
AA-S4-2 2 7/11/2022 0.0025U 0.0018U 0.0114 0.0018U 0.0018U
AA-S4-3 3 7/11/2022 0.0022U 0.0016U 0.0021U 0.0016U 0.0016U
AA-S4-4 4 7/11/2022 0.002U 0.0014U 0.0018U 0.0014U 0.0014U
AA-S4-5 5 7/11/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
Geosyntec Consultants of NC, P.C.Page 8 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-S5-1 1 7/12/2022 0.0015U 0.0011U 0.0013U 0.0011U 0.0011U
AA-S5-2 2 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-S5-3 3 7/12/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-S5-4 4 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-S5-5 5 7/12/2022 0.0016U 0.0011U 0.0015U 0.0011U 0.0011U
AA-S6-1 1 7/7/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00028U
AA-S6-2 2 7/8/2022 0.00042U 0.00066U 0.00045U 0.00027U 0.00035U
AA-S6-3 3 7/8/2022 0.00051U 0.0008U 0.00055U 0.00033U 0.00042U
AA-S6-4 4 7/8/2022 0.00053U 0.00084U 0.00058U 0.00034U 0.00044U
AA-S6-5 5 7/8/2022 0.0005U 0.00079U 0.00054U 0.00032U 0.00041U
AA-S7-1 1 7/7/2022 0.0004UH 0.00064UH 0.0058H 0.00026UH 0.00034UH
AA-S7-2 2 7/7/2022 0.00043UH 0.00068UH 0.00047UH 0.00028UH 0.00036UH
AA-S7-3 3 7/7/2022 0.00043UH 0.00068UH 0.00046UH 0.00028UH 0.00036UH
AA-S7-4 4 7/7/2022 0.00036UH 0.00057UH 0.0004UH 0.00023UH 0.0003UH
AA-S8-1 1 7/12/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-S8-2 2 7/12/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-S8-3 3 7/12/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-S8-4 4 7/12/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-T1-1 1 7/12/2022 0.0017U 0.0013U 0.0953 0.0013U 0.0013U
AA-T1-2 2 7/12/2022 0.0017U 0.0012U 0.169 0.0012U 0.0012U
AA-T1-3 3 7/12/2022 0.0017U 0.0012U 0.0206 0.0012U 0.0012U
AA-T1-4 4 7/12/2022 0.0019U 0.0014U 0.0393 0.0014U 0.0014U
AA-T2-1 1 7/11/2022 0.0014UH 0.001UH 0.0256H 0.001UH 0.001UH
AA-T2-2 2 7/11/2022 0.0013UH 0.00093UH 0.0869H 0.00093UH 0.00093UH
AA-T2-3 3 7/11/2022 0.0017U 0.0012U 0.0155 0.0012U 0.0012U
AA-T2-4 4 7/11/2022 0.0015U 0.0011U 0.0182 0.0011U 0.0011U
AA-T3-1 1 7/11/2022 0.0021U 0.0015U 0.0259 0.0015U 0.0015U
AA-T3-2 2 7/11/2022 0.0017U 0.0013U 0.0017J 0.0013U 0.0013U
AA-T3-3 3 7/11/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-T3-4 4 7/11/2022 0.0018U 0.0013U 0.0095 0.0013U 0.0013U
AA-T4-1 1 7/8/2022 0.00033U 0.00052U 0.0164 0.00021U 0.00027U
AA-T4-2 2 7/8/2022 0.00026U 0.00041U 0.00028U 0.00017U 0.00021U
AA-T4-3 3 7/8/2022 0.00027U 0.00043U 0.0003U 0.00018U 0.00023U
AA-T4-4 4 7/8/2022 0.00029U 0.00047U 0.00032U 0.00019U 0.00024U
AA-T5-1 1 7/8/2022 0.00032U 0.00051U 0.00035U 0.00021U 0.00027U
AA-T5-2 2 7/8/2022 0.00038U 0.0006U 0.00041U 0.00024U 0.00031U
AA-T5-3 3 7/8/2022 0.00037U 0.00058U 0.0004U 0.00024U 0.00031U
AA-T5-4 4 7/8/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00027U
AA-T6-1 1 7/8/2022 0.00032U 0.00051U 0.0012 0.00021U 0.00027U
AA-T6-2 2 7/8/2022 0.0003U 0.00048U 0.00033U 0.0002U 0.00025U
AA-T6-3 3 7/8/2022 0.00036U 0.00058U 0.0004U 0.00024U 0.0003U
AA-T6-4 4 7/8/2022 0.00038U 0.00061U 0.00042U 0.00025U 0.00032U
AA-T7-1 1 7/8/2022 0.00033U 0.00052U 0.00035U 0.00021U 0.00027U
AA-T7-2 2 7/8/2022 0.00032U 0.00051U 0.00035U 0.00021U 0.00027U
AA-T7-3 3 7/8/2022 0.00032U 0.0005U 0.00034U 0.0002U 0.00026U
AA-T7-4 4 7/8/2022 0.0004U 0.00063U 0.00043U 0.00026U 0.00033U
AA-T8-1 1 7/8/2022 0.00037U 0.00059U 0.00041U 0.00024U 0.00031U
AA-T8-2 2 7/8/2022 0.00039U 0.00063U 0.00043U 0.00026U 0.00033U
AA-T8-3 3 7/8/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-T8-4 4 7/8/2022 0.00038U 0.0006U 0.00041U 0.00025U 0.00032U
AA-U1-1 1 7/12/2022 0.0013U 0.00098U 0.0037J 0.00098U 0.00098U
AA-U1-2 2 7/12/2022 0.0018U 0.0013U 0.0314 0.0013U 0.0013U
AA-U2-1 1 7/11/2022 0.0012U 0.00085U 0.0565 0.00085U 0.00085U
AA-U2-2 2 7/11/2022 0.0013U 0.00096U 0.0019J 0.00096U 0.00096U
AA-U2-3 3 7/11/2022 0.0014U 0.00098U 0.0025J 0.00098U 0.00098U
AA-U2-4 4 7/11/2022 0.0018U 0.0013U 0.0025J 0.0013U 0.0013U
AA-U3-1 1 7/11/2022 0.0019U 0.0014U 0.0099 0.0014U 0.0014U
AA-U3-2 2 7/11/2022 0.0016U 0.0012U 0.0067 0.0012U 0.0012U
AA-U3-3 3 7/11/2022 0.0014U 0.001U 0.0084 0.001U 0.001U
AA-U3-4 4 7/11/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-U4-1 1 7/8/2022 0.00035U 0.00055U 0.0033 0.00022U 0.00029U
AA-U4-2 2 7/8/2022 0.00025U 0.0004U 0.00027U 0.00016U 0.00021U
AA-U4-3 3 7/8/2022 0.00031U 0.0005U 0.00034U 0.0002U 0.00026U
AA-U5-1 1 7/8/2022 0.0003U 0.00048U 0.00033U 0.0002U 0.00025U
AA-U5-2 2 7/8/2022 0.00025U 0.0004U 0.00028U 0.00016U 0.00021U
AA-U5-3 3 7/8/2022 0.00024U 0.00037U 0.00026U 0.00015U 0.0002U
AA-U6-1 1 7/8/2022 0.00038U 0.0006U 0.00041U 0.00025U 0.00032U
AA-U6-2 2 7/8/2022 0.00036U 0.00057U 0.00039U 0.00023U 0.0003U
AA-U6-3 3 7/8/2022 0.00038U 0.00061U 0.00042U 0.00025U 0.00032U
Geosyntec Consultants of NC, P.C.Page 9 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
AA-U7-1 1 7/8/2022 0.00036U 0.00058U 0.0004U 0.00023U 0.0003U
AA-U7-2 2 7/8/2022 0.00039U 0.00061U 0.00042U 0.00025U 0.00032U
AA-U7-3 3 7/8/2022 0.00048U 0.00075U 0.00052U 0.00031U 0.0004U
AA-U8-1 1 7/8/2022 0.00039U 0.00062U 0.00043U 0.00025U 0.00033U
AA-U8-2 2 7/8/2022 0.00041U 0.00065U 0.00045U 0.00026U 0.00034U
AA-U8-3 3 7/8/2022 0.0004U 0.00064U 0.00044U 0.00026U 0.00034U
AA-U8-3_DUP 3 7/8/2022 0.00027UH 0.00042UH 0.00029UH 0.00017UH 0.00022UH
AA-V1-1 1 7/12/2022 0.0017U 0.0012U 0.0076 0.0012U 0.0012U
AA-V1-2 2 7/12/2022 0.0017U 0.0012U 0.0803 0.0012U 0.0012U
AA-V2-1 1 7/11/2022 0.0018U 0.0013U 0.0585 0.0013U 0.0013U
AA-V2-2 2 7/11/2022 0.0016U 0.0012U 0.0257 0.0012U 0.0012U
AA-V2-2_DUP 2 7/11/2022 0.0014U 0.001U 0.0107 0.001U 0.001U
AA-V3-1 1 7/11/2022 0.0038U 0.0027U 0.0588 0.0027U 0.0027U
AA-V3-2 2 7/11/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-V3-3 3 7/11/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-V4-1 1 7/8/2022 0.00035U 0.00056U 0.0101 0.00023U 0.00029U
AA-V4-2 2 7/8/2022 0.00033U 0.00052U 0.00036U 0.00021U 0.00028U
AA-V4-3 3 7/8/2022 0.00029U 0.00046U 0.00032U 0.00019U 0.00024U
AA-V5-1 1 7/8/2022 0.00038U 0.0006U 0.00041U 0.00024U 0.00031U
AA-V5-2 2 7/8/2022 0.00038U 0.0006U 0.00042U 0.00025U 0.00032U
AA-V6-1 1 7/8/2022 0.00035U 0.00055U 0.00038U 0.00022U 0.00029U
AA-V6-2 2 7/8/2022 0.00039U 0.00062U 0.00042U 0.00025U 0.00032U
AA-V7-1 1 7/8/2022 0.00036U 0.00058U 0.0004U 0.00024U 0.0003U
AA-V7-2 2 7/8/2022 0.00037U 0.00059U 0.00041U 0.00024U 0.00031U
AA-V8-1 1 7/8/2022 0.00044U 0.0007U 0.00048U 0.00029U 0.00037U
AA-V8-2 2 7/8/2022 0.0004U 0.00063U 0.00043U 0.00026U 0.00033U
AA-W1-1 1 7/12/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-W1-2 2 7/12/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-W1-3 3 7/12/2022 0.0018U 0.0013U 0.0017U 0.0013U 0.0013U
AA-W2-1 1 7/11/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-W2-2 2 7/11/2022 0.0019U 0.0013U 0.0017U 0.0013U 0.0013U
AA-W2-3 3 7/11/2022 0.002U 0.0015U 0.0019U 0.0015U 0.0015U
AA-W2-4 4 7/11/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-W3-1 1 7/11/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-W3-2 2 7/11/2022 0.0015U 0.0011U 0.0014U 0.0011U 0.0011U
AA-W3-3 3 7/11/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-W4-1 1 7/8/2022 0.00026U 0.00041U 0.00028U 0.00017U 0.00021U
AA-W5-1 1 7/8/2022 0.00038U 0.0006U 0.00042U 0.00025U 0.00032U
AA-W6-1 1 7/8/2022 0.00038U 0.0006U 0.00041U 0.00024U 0.00031U
AA-W7-1 1 7/8/2022 0.00032U 0.00051U 0.00035U 0.00021U 0.00027U
AA-W8-1 1 7/8/2022 0.00032UH 0.0005UH 0.00035UH 0.00021UH 0.00026UH
AA-X1-1 1 7/12/2022 0.002U 0.0014U 0.0099 0.0014U 0.0014U
AA-X1-2 2 7/12/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-X1-3 3 7/12/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-X2-1 1 7/11/2022 0.0017U 0.0013U 0.0016U 0.0013U 0.0013U
AA-X2-2 2 7/11/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-X2-3 3 7/11/2022 0.0023U 0.0016U 0.0021U 0.0016U 0.0016U
AA-X3-1 1 7/11/2022 0.0012U 0.0009U 0.0012U 0.0009U 0.0009U
AA-X3-2 2 7/11/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-Y1-1 1 7/12/2022 0.0018U 0.0013U 0.0016U 0.0013U 0.0013U
AA-Y1-2 2 7/12/2022 0.0017U 0.0012U 0.0016U 0.0012U 0.0012U
AA-Y1-3 3 7/12/2022 0.0016U 0.0012U 0.0015U 0.0012U 0.0012U
AA-Y2-1 1 7/11/2022 0.0014U 0.001U 0.0019J 0.001U 0.001U
AA-Y2-2 2 7/11/2022 0.0019U 0.0014U 0.0017U 0.0014U 0.0014U
AA-Y2-3 3 7/11/2022 0.0014U 0.001U 0.0013U 0.001U 0.001U
AA-Y3-1 1 7/11/2022 0.0023U 0.0017U 0.0021U 0.0017U 0.0017U
AA-Y3-2 2 7/11/2022 0.0026U 0.0019U 0.0024U 0.0019U 0.0019U
RIS-1-20230124 NA 1/24/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-2-20230124 NA 1/24/2023 0.00504U 0.00504U 0.00504U 0.00504U 0.00504U
RIS-3-20230124 NA 1/24/2023 0.00523U 0.00523U 0.00523U 0.00523U 0.00523U
RIS-4-20230124 NA 1/24/2023 0.00504U 0.00504U 0.00504U 0.00504U 0.00504U
RIS-5-20230124 NA 1/24/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-6-20230124 NA 1/24/2023 0.00509U 0.00509U 0.00509U 0.00509U 0.00509U
RIS-7-20230124 NA 1/24/2023 0.00527U 0.00527U 0.00527U 0.00527U 0.00527U
RIS-8-20230124 NA 1/24/2023 0.00509U 0.00509U 0.00509U 0.00509U 0.00509U
RIS-9-20230124 NA 1/24/2023 0.00515U 0.00515U 0.00515U 0.00515U 0.00515U
RIS-Dup-1-20230124
(RIS-5-20230124)NA 1/24/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-10-20230214 NA 2/14/2023 0.00626U 0.00626U 0.00626U 0.00626U 0.00626U
RIS-11-20230214 NA 2/14/2023 0.00590U 0.00590U 0.00590U 0.00590U 0.00590U
RIS-12-20230214 NA 2/14/2023 0.00659U 0.00659U 0.00659U 0.00659U 0.00659U
RIS-13-20230214 NA 2/14/2023 0.00576U 0.00576U 0.00576U 0.00576U 0.00576U
RIS-14-20230214 NA 2/14/2023 0.00617U 0.00617U 0.00617U 0.00617U 0.00617U
RIS-15-20230214 NA 2/14/2023 0.00651U 0.00651U 0.00651U 0.00651U 0.00651U
RIS-16-20230214 NA 2/14/2023 0.00654U 0.00654U 0.00654U 0.00654U 0.00654U
Geosyntec Consultants of NC, P.C.Page 10 of 11 March 2023
Appendix A
Historical Soil Analytical Results (Area A Characterization)
Former Domestic Laundry Brownfields Property
Charlotte, Mecklenburg County, North Carolina
Soil Sample IDSample Depth (ft)Sample Datecis-1,2-dichloroetheneTrichloroetheneTetrachloroethenetrans-1,2-dichloroetheneVinyl chloridemg/kg mg/kg mg/kg mg/kg mg/kg
140 10 14 200 4
0.35 0.018 0.0074 0.54 0.000095
No Standard 6.0 6.0 30 6.0
78 4.0 82 64 1.7
0.41 0.021 0.0063 0.62 0.00021
13 0.87 17 15 0.061
Contained-In Policy MSWLF Critera (June 2016)
Contained-In Policy Unrestricted Use Criteria (June 2016)
Industrial PSRG (January 2023)
Protection of Groundwater PSRG (January 2023)
Residential PSRG (January 2023)
Land Disposal Restriction
RIS-17-20230214 NA 2/14/2023 0.00551U 0.00551U 0.00551U 0.00551U 0.00551U
RIS-18-20230214 NA 2/14/2023 0.00573U 0.00573U 0.00573U 0.00573U 0.00573U
RIS-19-20230214 NA 2/14/2023 0.0055U 0.0055U 0.0055U 0.0055U 0.0055U
RIS-20-20230214 NA 2/14/2023 0.00637U 0.00637U 0.00637U 0.00637U 0.00637U
RIS-21-20230214 NA 2/14/2023 0.00513U 0.00513U 0.00513U 0.00513U 0.00513U
RIS-22-20230214 NA 2/14/2023 0.00581U 0.00581U 0.00581U 0.00581U 0.00581U
RIS-23-20230214 NA 2/14/2023 0.00605U 0.00605U 0.00605U 0.00605U 0.00605U
RIS-24-20230214 NA 2/14/2023 0.00626U 0.00626U 0.00984 0.00626U 0.00626U
RIS-25-20230214 NA 2/14/2023 0.00515U 0.00515U 0.00515U 0.00515U 0.00515U
RIS-26-20230214 NA 2/14/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-27-20230214 NA 2/14/2023 0.00636U 0.00636U 0.00636U 0.00636U 0.00636U
RIS-28-20230214 NA 2/14/2023 0.00627U 0.00627U 0.00627U 0.00627U 0.00627U
RIS-29-20230214 NA 2/14/2023 0.00511U 0.00511U 0.00511U 0.00511U 0.00511U
DUP-01-20230214
(RIS-20-20230214)NA 2/14/2023 0.00611U 0.00611U 0.00611U 0.00611U 0.00611U
RIS-30-20230222 NA 2/22/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-31-20230222 NA 2/22/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-32-20230222 NA 2/22/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-33-20230222 NA 2/22/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-34-20230222 NA 2/22/2023 0.00500U 0.00500U 0.00500U 0.00500U 0.00500U
RIS-DUP-20230222
(RIS-34-0230222)NA 2/22/2023 0.00508U 0.00508U 0.00508U 0.00508U 0.00508U
Notes:
2. "Contained-In" Policy for Soil Contaminated with Listed Hazardous Waste from NCDEQ, June 2016.
3. Land Disposal Restrictions from Title 15A of the North Carolina Administrative Code (NCAC) Subchapter 13A .0112.
4. Bold text concentrations are detected above the laboratory method detection limit (MDL).
5. Grey highlighted values indicate that the MDL is greater than a Contained-In Policy Unrestricted Use Criteria.
6. Concentrations highlighted in red indicate exceedances of the Contained-In Policy Disposal in Municipal Solid Waste Landfill (MSWLF) criteria.
7. Concentrations highlighted in teal indicate detected exceedances of the Contained In Policy Unrestricted Use criteria.
8. Concentrations highlighted in dark teal indicate detected exceedances of the Land Disposal Restriction levels.
9. mg/kg indicates milligrams per kilogram.
10. ft bgs indicates feet below ground surface.
11. H indicates sample was analyzed beyond recommended hold time.
12. J indicates estimated concentration above the laboratory MDL and below the reporting limit (RL).
13. E indicates the concentration exceeded the calibration range.
14. U indicates analyte not detected above the MDL indicated.
15. DUP indicates detections of sample duplicate.
16. NA indicates depth not applicable because stockpile sample.
1. Residential and Industrial/Commercial health based preliminary soil remediation goals (PSRGs) from North Carolina Department of Environmental Quality (NCDEQ),
January 2023.
Geosyntec Consultants of NC, P.C.Page 11 of 11 March 2023

APPENDIX B
GRADING PLANS

FORREFERENCEONLY
Hor. Scale:1"=30' | Vert. Scale:1"=6'PROFILE - STORM CULVERT RELOCATION62563063564064565065566066567067562563063564064565065566066567067517+00660.3660.2718+00657.9657.9119+00654.5654.50
20+00653.2
653.22
21+00653.5
653.46
22+00653.3
653.34
23+00654.8
654.77
24+00653.0
652.95
05-166.9° BENDSTA: 18+15.69INV IN:646.54INV OUT:646.54
273 LF OF(2) 10'x6' RCBC PRECAST @ 0.58%JB-02STA: 21+53.99, 0.00RIM: 652.00INV IN: 644.58STA:17+73.20EXIST ELECTRIC(TO BE REMOVED)STA:18+07.29EXIST TELEPHONE(TO BE REMOVED)STA:18+70.58EXIST 15" RCP(TO BE REMOVED)65 LF OF(2) 10'x6' RCBC PRECAST @ 0.58%STA:19+94.85EXIST UNKNOWNACCESS MH-015
STA: 21+53.99, 12.93RT
RIM: 653.97
06-171.0° BENDSTA: 18+80.73INV IN:646.16INV OUT:646.16INSTALL SHEETING AND SHORINGSYSTEM FOR RCBC INSTALLATION TOAVOID EXIST. 24" SSREPLACE EXIST. 24" SS WITH 60 LF OFCL 350 RJ DIP PRIOR TOINSTALLATION OF RCBC ABOVE ITEXISTING GRADEPROPOSED GRADEACCESS MH-014STA: 19+71.88, 9.45RTRIM: 658.11ACCESS MH-013
STA: 19+66.55, 2.62LT
RIM: 658.44
STA:20+21.58EXIST 48" RCP SSWRSTA:17+79.28EXIST ELECTRIC(TO BE RELOCATED)STA:18+49.61EXIST TELEPHONE(TO BE REMOVED)STA:18+44.54EXIST TELEPHONE(TO BE REMOVED)STA:20+68.43EXIST ELECTRIC(TO BE RELOCATED)STA:20+91.25EXIST TELEPHONESTA:20+13.56EXIST 24" CLAY SS(TO BE REMOVED)STA:19+84.288" DI SSINV:639.77STA:20+80.5218" RCP THRU CULVERT WALLINV:648.32STA:18+70.3636" RCP THRU CULVERT WALLINV:648.28STA:21+60.4636" RCP THRU JB WALLINV:645.00*CONTRACTOR TOFIELD VERIFYEXISTING GRADE*30"RCPCB15"CPP
CB15"RCPEUCB15"RCP18"RCPSDMHDRAINEU15"RCPAPPROX.JBXCULVERT (UNABLE TO DETERMINE SIZE)(B)GR=653.60IN=650.70OUT=650.60GR=657.02OUT=654.77RIM=659.76BOT=648.36RIM=660.13BOT=648.43GR=657.33IN=653.93OUT=653.83GR=654.28OUT=650.28POSSIBLESTRUCTURE(HOLE

INGROUND)CBSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSTCE
TCE
TCE
TCETCETCETCETCETCETCETCE
TC
E
TCE
TCE TCETCETCETCESDESDESDE PUEPUEPUEPUEPUEPUEPUEPUEPUESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE
TCETCETCETCED DDDDDDDDDDDSHORT STREETST:02-JB273 LF OF (2) 10'x6' RCBC PRECAST @ 0.58%65 LF OF (2) 10'x6' RCBC PRECAST @ 0.58%ST:05-166.9° BENDSTA:18+15.69INV IN: 646.54INV OUT: 646.54ST:015-ACCESS MHRIM: 653.97ST:06-171.0° BENDSTA:18+80.73INV IN: 646.16INV OUT: 646.16ST:109.1-OEPST:102-OEPPROPOSED STORMSEE SHEETS C407 TO 409 (TYP)EXISTING CULVERTS SHOWN PER AS-BUILTSEXISTING DRAINAGE EASEMENT TO BE ABANDONEDPROPOSED DRAINAGE EASEMENTEXISTING 24" SS TO BEABANDONED, SEE SHEET C111EXISTING 48" SS TO REMAINEXISTING STORM DRAINAGE ON BAXTERTO BE REMOVED. SEE SHEET C111.PROPOSED WATER AND SEWER, SEESEPARATE PLANS TO CHARLOTTE WATER.SEPARATE PLANS TO CHARLOTTE WATER.FIELD LOCATE EXISTING CULVERTS TO VERIFY INVERTSBAXTER STREET(CITY MAINTAINED)BAXTER
S
TREE
T
(C
ITY
MA
IN
TA
INED
)SEE LANDSCAPE PLANS, SHEETS L100 TO L103,FOR PLANTING/HARDSCAPE INCULVERT ESMT AREABAXTER STREET(CITY MAINTAINED)STAY IN SERVICE UNTILSTREET B DRAINAGECONNECTIONEXISTING CULVERTS TO BE REMOVEDDOWNSTREAM OF McDOWELL STREETPROP 60' SS ESMT ON EX 48" SSST:011-ACCESS MHRIM: 662.24ST:012-ACCESS MHRIM: 662.24ST:014-ACCESS MHRIM: 658.11ST:013-ACCESS MHRIM: 658.4415'15'EXISTING DUKETRANSMISSION TOWEREXISTING OVERHEADTRANSMISSION EASEMENT(OVERHEAD LINES TO BEABANDONED BY DUKE)EXISTING DUKETRANSMISSION TOWEREXISTING OVERHEADTRANSMISSION EASEMENT(OVERHEAD LINES TO BEABANDONED BY DUKE)HORIZON DEVELOPMENTPROPERTIES, LLCDB 33444, PG 130942 BAXTER STTAX PARCEL: 12520151ZONED: MUDDHORIZON DEVELOPMENTPROPERTIES, LLCDB 33792, PG 307BAXTER STTAX PARCEL: 12520160ZONED: MUDDCHARLOTTE-MECKLENBURGHOSPITAL AUTHORITYDB 14356, PG 56943 BAXTER STTAX PARCEL: 12520154ZONED: B-2SDEPROPOSED STORMWATER EASEMENTCULVERT PLAN LEGENDEX DRAINAGE EASEMENT ABANDONMENTPROP CAST IN PLACE CULVERTPROP PRE-CAST CULVERTKnow what'sbelow.before you dig.CallR©
CHARLOTTE INNOVATION DISTRICT
DESIGN PACKAGE D-4
MASTER INFRASTRUCTURE 1A
THE PEARL
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