09015_Townand County_Soil Removal WP_20240624

Via Email
June 24, 2024

NCDEQ – Division of Waste Management
Brownfields Redevelopment Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Attn: Ms. Carolyn Minnich

Re: Soil Removal Work Plan
Town & Country Rent-A-Car
5324 E. Independence Boulevard
Charlotte, North Carolina
Brownfields Project No. 09015-05-060
H&H Project No. DCT-001

Dear Carolyn:

On behalf of AAN Real Estate LLC, please find the enclosed revised Soil Removal Work Plan
(Work Plan) prepared for the Town & Country Rent-A-Car Brownfields property. The Work Plan
has been revised based on comments provided by the Brownfields Redevelopment Section via email
on May 28, 2024 and June 11, 2024. Should you have questions or need additional information prior
to approval , please do not hesitate to contact us.

Sincerely,
Hart & Hickman, PC
Ralph McGee, PG Haley Martin, PG
Senior Project Manager Project Manager

Enclosures

cc: Mr. Dave Morris, AAN Real Estate LLC (via email)
Ms. Joselyn Harriger, DEQ Brownfields (via email)
Mr. David Peacock, DEQ Brownfields (via email)

Attachment:
Work Plan and Report Checklist 
Version 3 March 2023 

Minimum Requirements Checklist
Site Assessment Work Plans and Reports
NCDEQ Brownfields Redevelopment Section– March 2023

Instructional Page
All references to Prospective Developers include follow-on owners who may be conducting
work in accordance with the Brownfields Property Management Branch.
To increase predictability and most efficiently assess Brownfields Properties and the
redevelopment timing requirements of Prospective Developers or follow-on owners, the
Brownfields Redevelopment Section has standardized the format for Site Assessments. This
format has been generated in the form of a checklist to allow for ease in submission by the
prospective developer’s consultant and for the Brownfields Redevelopment Section’s
completeness review. This checklist outlines the minimum requirements and submittal format
under the Brownfields Redevelopment Section for Assessment Requirements and Reporting. All
Assessment Work Plans and Report submissions to the Brownfields Redevelopment Section must
include this completed checklist in the outlined format.
These requirements allow DEQ to reduce review time for the Assessment Work Plan and Report
and increase process predictability for prospective developers. This checklist will also provide
reliable data for risk-based decisions and further expedite the project timeline. Any divergence
from these requirements will lengthen the process of assessing risks on the site, may necessitate
reprioritization of a project manager’s queue towards projects that meet these requirements.
Therefore, delaying production of the brownfields agreement and/or environmental management
plan. Any alterations to the checklist on a site-specific basis must be reviewed and approved by
the Section prior to implementation. However, in order to respect the schedule of all projects in
house and keep the Section’s entire project pipeline moving, we strongly recommend against
seeking changes to the checklist.
Based on a review of environmental and risk data from our project inventory, please note
there are some new points of emphasis that are included herein:
1. For ALL residential reuses; sub-slab vapor assessment (full list EPA TO-15) is required,
regardless if existing structures will be removed. If no structures or slabs exist on the
Brownfields Property, exterior soil gas assessment is required within all proposed
structure footprints. 
2. ALL properties require groundwater data (VOCs, SVOCs and RCRA Metals) from a
minimum of three sample locations, depth to groundwater and a resulting potentiometric
map. 
3. Soil shall be assessed based on areas of concern and redevelopment plans and across the
depth interval of the cut/grading.

Work Plan and Report Checklist 
Version 3 March 2023 

Environmental Site Assessment
Work Plan Checklist
Reviewed and checked by (Name): _____Carolyn Minnich________

Title Page
The title page should include the following information. Letter style reports are acceptable, as long as
this information is somewhere on the first page.
☒ Title of Work Plan
☒ Brownfields Project Name (not the development name)
☒ Brownfields Project Number
☒ Date (updated with each revision)
☐ Revision Number
☒ Firm PE/PG License Number
☒ Individual PE/PG seal & signature

Section 1 – Introduction
☒ Provide the site location, address, and acreage.
☒ Provide a BRIEF summary of the history of the property and its history in the Section. For example:
reiterate RECs from a Phase I ESA, indicate if the scope of work was negotiated during a Data
Gap Meeting, etc.
☒ Briefly list and describe the data gaps the assessment is attempting to fill
☒ Indicate if the assessment data is for the use of any other DEQ programs in addition to the
Brownfields Redevelopment Section (i.e. the site is a regulated UST, IHSB, etc. property)
Section 2 – Scope of Work
☒ Provide a general description of proposed scope of work covered in this plan (i.e. 2 new monitoring
wells, 6 groundwater samples, 5 exterior soil gas sampling points and 6 soil borings)
☒ Discuss samples to be collected by media and source area/location. Generally, the reasoning for the
sample locations selected.
☒ Describe depths of samples to be collected (Reference Table 1) or how that decision will be made
in the field, if needed.
☒ State for what each sample will be analyzed (briefly). Reference Table 1.

Note: For all residential reuses, sub slab vapor is required, if no slabs exist, exterior soil gas is required
within all proposed footprints.
Section 3 – Sampling Methodology
☒ Reference the guidance documents you intend to use. IHSB, EPA SESD, VI Guidance, Well
Construction Rules (NCAC 2C). Note deviations or methodology planned that is not covered by
such guidance (e.g., multi-increment sampling, passive air samplers, mobile labs, Hapsite,
Work Plan and Report Checklist 
Version 3 March 2023 

simultaneous indoor/outdoor radon, high-volume sub-slab vapor testing, PFAS sampling).
☒ Describe what will be installed (soil boring, temporary well, permanent well, sub-slab vapor, exterior
soil gas, etc.). Include construction details.
☒ Discuss installation methodology (Hand Auger, DPT, etc.)
Discuss Equilibration Times
 Monitoring wells (equilibration time prior to development and equilibration post well
development should be 24 hours, per EPA standard protocols).
 Vapor:
a. Sub slab vapor with minimally invasive points (e.g. Vapor Pins): Manufacturer’s
guidelines generally suggest 20 minutes may be sufficient with an airtight cap installed;
or
b. Sub slab vapor points (other than minimally invasive points) or exterior soil gas
points: at least 24 hours (to be purged at installation and at time of sampling with an
air-tight cap in place in the interim).

☒ Discuss sample collection procedures. Include the following, at a minimum:
 Equipment to be used
 Purging methods and volumes
 Stabilization parameters for groundwater sampling
 Field screening methods
 Leak check procedures for sub-slab vapor and exterior soil gas samples (Note this is
required)
 Discuss how and when vacuum readings will be collected (for summa cans)
 Submission of the samples to the laboratory within 48 hours of collection and/or written
documentation of temperature maintenance if the situation requires extension beyond 48
hours prior to lab submittal
☒ Discuss sample point abandonment

Section 4 – Laboratory Analyses
☒ Discuss the proposed analyses (include method number, preparation method, if there are concerns
with short hold times, etc).
☒ Discuss any proposed limitations on the contaminants of concern, if any, and the reason for such
limitation (sufficient previous data, indoor air interferences, etc).
☒ Discuss laboratory certifications. Please note, NC does not certify labs for air samples. Please
specify what certification the proposed air lab holds.
☒ Indicate that the Reporting Limits/Method Detection Limits will meet applicable screening criteria
(to the extent feasible). Include reporting of J-Flags to meet criteria.
☒ Indicate what Level QA/QC will be reported by the laboratory. Level II QA/QC is typically
acceptable.

Section 5 – QA/QC
☒ Specify the duplicate sample frequency. Minimum requirement: 1 duplicate per 20 samples, per
media, per method.
☒ Discuss Trip Blank. 1 Trip Blank per cooler/shipment of groundwater VOC analyses is required.
☒ Discuss how the lab will have sufficient sample volume for MS/MSD analyses.
☒ Discuss chain of custody and shipping.
Work Plan and Report Checklist 
Version 3 March 2023 

Section 6 – Investigation Derived Waste (IDW) Management
☒ Discuss what IDW will be generated and how it is proposed to be managed. Management
recommendations should be in accordance with 15A NCAC 02T.1503 and 15A NCAC 02H.
0106. Generally, if the Brownfields Property has not previously been assessed, then all IDW
must be containerized and characterized prior to management. Previous assessment data that
indicate no Hazardous Waste (listed or characteristic) is likely to be encountered in the area of
proposed assessment will be required before thin spreading of IDW on-site is permitted.
Section 7 – Reporting
This section should discuss the components of the assessment report which will be prepared as a result
of the above sample collection. At a minimum, the report shall include:

☒ Title Page that is consistent with the requirements listed above.
☒ Reporting/summary of site work conducted for all sections outlined above in this checklist;
☒ Summary of findings and possible recommendations;
☒ All applicable tables and figures (shall include at a minimum the items below)
☐ Tables for tabulated analytical data per media sampled and analyzed, compared against
applicable screening levels, sample depths and depth to groundwater;
☐ Figure depicting actual sample locations collected, with each media depicted in the
legend, graphic scale and north arrow; and
☐ Groundwater potentiometric map, with graphic scale and north arrow.
☒ Appendices shall include (as applicable):
☐ Copies of field notes
☐ Boring logs for all soil borings, newly constructed monitoring wells, and exterior soil
gas locations
☐ Well construction and abandonment records

Work Plan Approval Signature Page (see Attachment 1). The Consultant shall complete
and submit the Approval Signature Page with the work plan submittal for DEQ signature.

Work Plan and Report Checklist 
Version 3 March 2023 

Attachments
☒ Attachment 1 – Work Plan Approval Signature Page
☒ Table 1 – Proposed Sample Locations and Analyses on a Summary Table that includes:
☐ Sample ID
☐ Sample Objective
☐ Proposed Depth(s)
☐ Analytical Method(s)
☐ QA/QC Samples
☐ Background Samples

☒ Figure 1 – Site Location Map
☐ Site location on a topographic map base
☐ Graphic scale and north arrow

☒ Figure 2 – Site Map should include the following
☐ Buildings
☐ Historical sample locations
☐ RECs or other areas of concern
☐ Proposed sample locations
☐ Sample identification labels
☐ Background samples
☐ QA/QC samples
☐ Graphic scale and north arrow
☐ High quality aerial suggested as the base map

NA Figure 3 – Site Potentiometric Map that includes the following
☐ Buildings
☐ Groundwater sample identification labels
☐ Arrow noting direction of groundwater flow
☐ Graphic scale and north arrow

NA Figure 4 – Site Plume Maps (groundwater, soil vapor, etc.)

NA Figure 5 – Proposed Development (if available)
☐ Overlay of historical and proposed sample locations
☐ Graphic scale and north arrow

☐ Appendix – Summary of Historical Analytical Data (if needed) – to include tables and figures only.
07/02/2024
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Soil Removal Work Plan Town & Country Rent-A-Car 5324 E. Independence Boulevard Charlotte, North Carolina H&H Job No. DCT-001 Site Information:
Town & Country Rent-A-Car 5324 E. Independence Boulevard Charlotte, North Carolina Brownfields Project No.:
09015-05-060 Date of Plan/Revision: May 15, 2024 Revised June 24, 2024
Firm PE/PG License Nos.: #C-1269 Engineering #C-245 Geology Property Owner: AAN Real Estate LLC 5326 E. Independence Boulevard, Charlotte, North Carolina 28212
Attn: Mr. David Morris
Phone: N/A Email: [e-mail] Environmental Consultant:
Hart & Hickman, PC
2923 S. Tryon Street, Ste 100 Charlotte, North Carolina 28203 Attn: Haley Martin, PG Phone: [phone]
Email: [e-mail]
Brownfields Property Management Branch: Project Manager: Joselyn Harriger Phone: [phone]
Email: [e-mail]

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Soil Removal Work Plan Town & Country Rent-A-Car 5324 E. Independence Boulevard Charlotte, North Carolina H&H Job No. DCT-001 Table of Contents
1.0 Introduction .............................................................................................................................1
2.0 Scope of Work .........................................................................................................................3
2.1 Soil Removal Activities .........................................................................................................3
2.2 Confirmation Soil Sampling Activities .................................................................................4
2.3 Quality Assurance – Quality Control ....................................................................................5
3.0 Reporting .................................................................................................................................7
List of Tables

Table 1 Sample Summary Table

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map

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Soil Removal Work Plan Town & Country Rent-A-Car 5324 E. Independence Boulevard Charlotte, North Carolina H&H Job No. DCT-001 1.0 Introduction

On behalf of AAN Real Estate LLC, Hart & Hickman, PC (H&H) has prepared this Soil
Removal Work Plan (Work Plan) for the Town & Country Rent-A-Car Brownfields property
(Brownfields Project No. 09015-05-060) located at 5324 E. Independence Boulevard in
Charlotte, Mecklenburg County, North Carolina (Site). The Site consists of one approximately
1.6-acre parcel of land (Mecklenburg County Parcel Identification No. 16303226) developed
with an approximately 6,220 square foot (sq ft) unoccupied car wash facility and an approximate
2,130 sq ft auto service garage. Remaining portions of the Site consist of asphalt and concrete-
paved vehicle access and parking areas and vegetated areas. A Site location map is provided as
Figure 1, and the Site and surrounding area are shown in Figure 2.

The Site is located in a historically commercial and industrial-use area of Charlotte. Prior to the
early 1950s, the Site consisted of agricultural and vegetated land. By the mid-1950s, the Site
was developed with commercial structures. Before the early 1990s, the Site was utilized for
heating oil distribution, a gas station, and an automotive repair facility. In the early 1990s, the
Site was acquired by Reflections Carwash. In the late 1990s, the Site was occupied by Town &
Country Rent-A-Car for vehicle rentals. LB Auto Repair is the current Site occupant and utilizes
the approximate 2,130 sq ft auto service garage for limited automotive service and repair
operations.

Based on potential environmental concerns associated with historical uses, the Site was entered
into the North Carolina Department of Environmental Quality (DEQ) Brownfields
Redevelopment Section (Brownfields Project No. 09015-05-060). A Notice of Brownfields
Property and Brownfields Agreement was recorded on the property deed on November 19, 2007.
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On February 16, 2024, DEQ Brownfields completed an inspection to determine if operations at
the Brownfields property were in compliance with the land use restrictions (LURs) outlined in
the recorded Brownfields Agreement. Following the completion of the inspection, DEQ issued a
Notice of Continuing Non-Compliance/Notice of Regulatory Requirements (NORR) letter on
April 4, 2024. Based on information provided in the NORR letter, annual land use restriction
update (LURU) forms were not submitted to DEQ from 2014 to 2024. H&H understands that
the Site owner, AAN Real Estate LLC, submitted LURUs for 2014 through 2024 in April 2024
and is currently in compliance with this provision of the Brownfields Agreement.

The NORR also indicates that petroleum storage practices resulted in a release of waste oil from
an aboveground storage tank (AST) staged near the northwestern Site boundary. LUR 14.g. of
the recorded Brownfields Agreement generally states that contaminants known to be present in
media at the Brownfields property (i.e., petroleum products) may not be used or stored at the Site
without prior written approval of DEQ except in de minimis quantities. As such, DEQ
Brownfields requested the completion of an assessment to evaluate the potential for impact from
the release and the removal of petroleum-impacted soil attributable to the waste oil release. Note
that in April 2024, the waste oil AST was relocated into a covered concrete secondary
containment structure along the northern side of the auto repair garage to minimize the potential
for future releases to soil at the Site.

This Work Plan has been prepared to satisfy the DEQ request for the removal of petroleum-
impacted soil associated with the waste oil release. In addition, soil samples will be collected for
laboratory analysis following the removal of soil to confirm impacts have been adequately
addressed. A summary of the proposed soil removal and soil sampling activities is provided
below.
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2.0 Soil Removal Activities

The soil removal activities will be conducted in general accordance with the DEQ Inactive
Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup of Contaminated Sites
(Guidelines) dated September 2023, the most recent versions of the U.S. Environmental
Protection Agency (EPA) Region IV Laboratory Services and Applies Science Division
(LSASD) Field Branches Quality System and Technical Procedures guidance, the Underground
Storage Tank (UST) Section Guidelines for Site Checks, Tank Closure, and Initial Response and
Abatement dated May 2021, and the DEQ Brownfields Program Environmental Site Assessment
Work Plan Minimum Requirements Checklist dated March 2023.

Before conducting the proposed assessment field activities, H&H will contact North Carolina
811, the public utility locator, to mark subsurface utilities located on the Site. Utility locating
activities were recently completed at the Site as part of the preparation of a survey plat. H&H
has reviewed the locations of underground utilities shown in the survey plat prepared by
Guisewhite Professional Land Surveying, PC dated April 30, 2024.

2.1 Soil Removal
H&H will provide oversight of the excavation activities and collect soil samples for field
screening using a calibrated photoionization detector (PID) to assist in the removal of impacted
shallow soil. Targeted excavation using a backhoe or similar excavator will initially be
completed in the areas where surficial staining is observed.

Impacted soil identified in the former area of the waste oil AST will be excavated, loaded onto
trucks, and transported off-Site for disposal at a facility permitted to accept petroleum-impacted
soil. Although the exact vertical and horizontal limits of the excavation will be determined in the
field based on the results of the field screening results, impacts above allowable levels are
expected to be vertically and horizontally limited in extent. If the soil cannot be direct loaded
onto trucks, impacted soil will be stockpiled on a minimum of 10 mil plastic and secured with
plastic until it can be loaded for transport off-Site for disposal.
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In addition to the soil removal activities described above, a qualified contractor will pressure
wash oil-stained pavement near the soil excavation area. Wash water will be collected using oil-
absorbent booms. Following completion of cleanup activities, the absorbent booms will be
collected in 55-gallon drums and transported off-Site for disposal along with the impacted soil
described above. If significant staining on the concrete below the former AST is observed
following pressure washing activities, limited areas of stained curbing will be removed and
transported off-Site for disposal.

Copies of the soil disposal and absorbent boom waste manifests will be provided to DEQ in the
Soil Removal Completion Report (discussed further below).

In the event groundwater is encountered in the base of the excavation before impacts can
adequately be removed, a Phase I Limited Site Assessment (LSA) groundwater sample will be
collected to further evaluate impacts associated with the release. In the event groundwater is
encountered in the base of the excavation before potentially impacted soil in the vadose zone is
successfully removed, DEQ Brownfields will be notified.

2.2 Confirmation Soil Sampling Activities

Once the excavation is complete and results of field screening indicate that no obvious evidence
of impact remains, H&H will collect post-excavation confirmation samples for laboratory
analysis from the sidewalls and base of the excavation. Soil sample aliquots collected from the
excavation will be collected at locations every approximately 10 linear feet of along the
perimeter of the excavation sidewall and base extents. A minimum of one post-excavation
confirmation sample will be collected per sidewall and base. Soil samples will be collected
using the excavator from soil that has not come in contact with the excavator bucket.

Soil samples selected for laboratory analysis will be placed in dedicated laboratory-supplied
sample containers, labeled with the sample identification, date, and requested analysis, and
placed in a laboratory-supplied cooler with ice. The samples will be submitted to a North
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Carolina-certified laboratory under standard chain of custody protocols for laboratory analysis of
volatile organic compounds (VOCs) by EPA Method 8260 semi-volatile organic compounds,
(SVOCs) by EPA Method 8270, volatile petroleum hydrocarbons (VPH) and extractable
petroleum hydrocarbons (EPH) by the Massachusetts Department of Environmental Quality
(MAEDEP), and total lead and total chromium by EPA Method 6020.

Based on the results of the confirmation sidewall and base soil samples, H&H will determine if
over-excavation activities are warranted. If confirmation sample analytical results indicate that
compounds remain in the excavation at concentrations above the lower of the DEQ Protection of
Groundwater and Residential Preliminary Soil Remediation Goals (PSRGs) or such other
concentration as is approved by DEQ in writing, additional excavation activities will be
completed in isolated areas as determined by analytical results. After additional excavation
activities are completed, additional confirmation soil samples will be collected in the area of
additional excavation in accordance with the methodologies described above.

Once post-excavation laboratory analytical results indicate that impacts have been adequately
removed to allowable levels, the excavation will be backfilled with clean fill imported from a
Brownfields pre-approved facility such as the Martin Marietta Quarry located on Beatties Ford
Road in Charlotte, North Carolina, or the Vulcan Materials facility located in Pineville, North
Carolina.

2.3 Quality Assurance – Quality Control

Non-dedicated equipment and tools will be decontaminated before use at each boring or
sampling location or following exposure to soil or groundwater to the extent possible. For
quality assurance/quality control (QA/QC) purposes one duplicate post-excavation confirmation
soil sample will be collected and analyzed for the same parameters as the parent sample.

Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and
analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be
conducted in accordance with the method protocols and will include regular equipment
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maintenance, equipment calibration, and adherence to specific sample custody and data
management procedures. Samples will be analyzed in conjunction with appropriate blanks,
laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking
standards in accordance with approved methodologies to monitor both instrument and analyst
performance. Laboratory reporting limits for each analyte will be at or below appropriate
screening criteria, where possible. Additionally, H&H will request that the laboratory include
estimated concentrations for compounds that are detected at levels above the laboratory method
detection limit, but below the laboratory reporting limit (J flags).

The laboratory analytical data report and QA package for each group of samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be provided for this project.
A copy of the completed chain of custody record and shipping receipt will be appended to the
corresponding laboratory analytical report included with the final report.

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3.0 Reporting

Following receipt of the post-excavation confirmation soil sample laboratory analytical results
indicating that no further excavation is required to remove impacted soil, H&H will prepare a
Soil Removal Completion Report to document the excavation and soil sampling activities. The
report will include a discussion of the rationale for potential deviations to the Work Plan (if
warranted), field notes and photos, a figure depicting the extent of the excavation and locations
of confirmation soil samples, a tabular summary of the confirmation sample analytical results in
comparison to the DEQ PSRGs, laboratory analytical data, waste manifests, a discussion of the
soil analytical results in comparison to regulatory screening levels, and conclusions concerning
the soil excavation activities.
Table 1
Sample Summary Table
Town Country Rent-A-Car
Charlotte, North Carolina
Brownfields Project No. 09015-05-060
H&H Project No. DCT-001
EX-SS-1 through EX-SS-X*Excavation Sidewall
(to be determined) TBD*VOC (8260), SVOC (8270), VPH and EPH (MADEP),
Lead and Chromium (6020)
EX-B-1 through EX-B-X*Excavation Base
(to be determined) TBD*VOC (8260), SVOC (8270), VPH and EPH (MADEP),
Lead and Chromium (6020)
EX-DUP Soil QA/QC varies 1 VOC (8260), SVOC (8270), VPH and EPH (MADEP),
Lead and Chromium (6020)
Notes:
EPA method number follows the laboratory parameter in parenthesis.
VOCs = Volatile Organic Compounds; SVOCs = Semi-Volatile Organic Compounds; EPH = Extractable Petroleum Hydrocarbons; VPH = Volatile Petroleum Hydrocarbons
MADEP = Massachusetts Department of Environmental Protection; ft = Feet; QA/QC = Quality Assurance/ Quality Control; TBD = To Be Determined
* = Final number of soil samples will depend on the excavation extent.
Sample IDs Approximate
Sample Depth (ft)
Number of
Samples
Post-Excavation Confirmation Samples Soil
Laboratory AnalysisSample ObjectiveSample Type
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Table 1 (Page 1 of 1)
Hart & Hickman, PC
REVISION NO. 0
JOB NO. DCT-001
DATE: 5-7-24
FIGURE NO. 2
TOWN & COUNTRY RENT-A-CAR
5324 EAST INDEPENDENCE BOULEVARD
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
PARCEL LINE
APPROXIMATE EXTENT OF PROPOSED
SOIL REMOVAL AREA
POLE-MOUNTED TRANSFORMER
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES:
1.AERIAL IMAGERY AND BASE DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2024.
CONNECTION

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MECKLENBURG COUNTY ABC STORE #8
(4047 CONNECTION POINT BOULEVARD)
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(6101 IDLEWILD ROAD)
CHIPOTLE MEXICAN GRILL
(4022 CONNECTION POINT BOULEVARD)
MULTI-TENANT COMMERCIAL PROPERTY
(5301-5323 EAST INDEPENDENCE BOULEVARD)
LB AUTO REPAIR VACANT CAR WASH
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