23052_Southern Steel_Final Grade WP_20230207

#C-1269 Engineering
#C-245 Geology

Via Email

February 7, 2023

North Carolina Department of Environmental Quality

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

Attn: Ms. Carolyn Minnich

Re: Final Grade Soil Sampling Work Plan
Southern Steel Brownfields Property
3015 Wilkinson Boulevard
Charlotte, Mecklenburg County, North Carolina
Brownfields Project No. 23052-19-060
H&H Job No. ANR-007

Project Contact Information:
Prospective Developer (PD): Wilkinson Steel Yard, LLC
Contact Person: Mr. Trent Haston
Phone Number: [phone]
Email: [e-mail]

Environmental Consultant: Hart & Hickman, PC Contact Person: Bo Cappleman, PG
Phone Number: [phone] Email: [e-mail]

Brownfields Program Project Manager: Ms. Carolyn Minnich
Phone Number: [phone] Email: [e-mail]

Dear Carolyn:

1.0 Introduction

On behalf of Wilkinson Steel Yard, LLC, Hart & Hickman, PC (H&H) has prepared this work
plan to conduct final grade soil sampling activities at the Southern Steel Brownfields property
Ms. Carolyn Minnich
February 7, 2023
Page 1

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https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Roby Realty (ANR)/ANR-007 - 3015 Wilkinson Blvd (former Southern Steel)/Final Grade Sampling/Report/Southern Steel Final Grade Sampling Work Plan.docx
(Brownfields Project No. 23052-19-060) located at 3015 Wilkinson Boulevard in Charlotte,
Mecklenburg County, North Carolina (Site). A Site location map is provided as Figure 1.

1.0 Introduction

On behalf of Wilkinson Steel Yard, LLC, Hart & Hickman, PC (H&H) has prepared this work
plan to conduct final grade soil sampling activities at the Southern Steel Brownfields property
(Brownfields Project No. 23052-19-060) located at 3015 Wilkinson Boulevard in Charlotte,
Mecklenburg County, North Carolina (Site). A Site location map is provided as Figure 1.

The Site consists of one parcel of industrial land (Mecklenburg County Parcel Identification
Number [PIN] 11701118) that totals approximately 5.2 acres. A Norfolk Southern railroad right-
of-way is present along the southern portion of the Site. Redevelopment at the Site includes the
construction of Building C, a 20,077-square foot warehouse building on the eastern portion of the
Site with landscaped areas, asphalt and concrete parking/driveways, and concrete loading
docks/walkways. Timing for the development of the central and western portions of the Site
(Buildings A and B) is unknown at this time. The current and proposed building locations are
shown on Figure 2. A Landscape Plan is provided as Appendix A.

An Environmental Management Plan (EMP) for the Site was approved by the North Carolina
Department of Environmental Quality (DEQ) Brownfields Program dated March 4, 2021. The
EMP includes a requirement for collection of final grade soil samples in areas that are not covered
with a minimum of 2 ft of clean fill soil or topsoil from a landscaping company, building
foundations, sidewalks, asphalt or concrete parking areas, driveways, or other impervious surfaces
following completion of redevelopment activities.

This work plan has been prepared to detail proposed final grade soil sampling activities in
accordance with the DEQ-approved EMP. The proposed final grade soil sampling scope of work
is provided in Section 2.0.
Ms. Carolyn Minnich
February 7, 2023
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https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Roby Realty (ANR)/ANR-007 - 3015 Wilkinson Blvd (former Southern Steel)/Final Grade Sampling/Report/Southern Steel Final Grade Sampling Work Plan.docx
2.0 Final Grade Soil Sampling Scope of Work

Final grade soil sampling activities will be conducted to evaluate the potential for impacts in
shallow soil that may pose unacceptable exposure risks to future Site occupants. Based on review
of the Site Landscape Plan, areas of grass and landscaping will be present along the northern,
eastern, and western portion of Building C and along the eastern Site boundary following
completion of redevelopment activities. These areas have been divided into five final grade soil
evaluation areas (FG-1 through FG-5) and will include three to six shallow soil borings advanced
to approximately 2 ft below ground surface (bgs) in each of these areas. Soil samples will be
collected from each boring at 1-ft intervals and field screened for the presence of unusual odor,
staining, and organic vapors using a calibrated photoionization detector (PID).

Based on field screening results one grab sample will be collected from each final grade evaluation
area for laboratory analysis of volatile organic compounds (VOCs) by EPA Method 8260. If field
screening results do not identify obvious presence of impacts in an aliquot soil sample, the grab
soil samples will be collected from the 1 to 2 ft bgs sample interval from a randomly selected
aliquot soil boring in each evaluation area. In addition, soil samples collected from the borings
advanced in each of the five designated areas will be homogenized to form one composite soil
sample representative of shallow soil in that area, for a total of five composite final grade soil
samples. The composite soil samples will be submitted for laboratory analysis of semi-volatile
organic compounds (SVOCs) by EPA Method 8270, Resource Conservation and Recovery Act
(RCRA) metals by EPA Methods 6020/7471, and hexavalent chromium by EPA Method 7199. A
final grade soil sample summary is provided as Table 1. The five final grade soil evaluation areas
and proposed soil boring locations are shown on Figure 2.

3.0 Sampling Methodology

The soil sampling activities will be performed in general accordance with the DEQ Inactive
Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup dated September 2022
and the most recent versions of the U.S. Environmental Protection Agency (EPA) Region IV Lab
Ms. Carolyn Minnich
February 7, 2023
Page 3

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https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Roby Realty (ANR)/ANR-007 - 3015 Wilkinson Blvd (former Southern Steel)/Final Grade Sampling/Report/Southern Steel Final Grade Sampling Work Plan.docx
Services and Applied Sciences Division (LSASD) Field Branches Quality System and Technical
Procedures guidance.

As noted above, H&H proposes to collect three to six shallow soil borings in each of the five final
grade soil evaluation areas for collection of final grade soil samples (Figure 2). The soil borings
will be advanced to a depth of approximately 2 ft below ground surface (bgs) using a
decontaminated stainless-steel hand auger. Continuous soil samples will be collected from the
center of the hand auger bucket at each boring location.

Based on field screening results, one grab soil sample from each of the five evaluation areas will
be submitted for laboratory analysis of VOCs. The VOC samples will be collected from the soil
boring within each evaluation area that exhibits the highest likelihood for potential impact. Soil
samples collected from the borings advanced in each of the five designated areas will be
homogenized to form one composite soil sample representative of shallow soil in that area, for a
total of five composite final grade soil samples to be analyzed for SVOCs, RCRA metals, and
hexavalent chromium as shown in Table 1.

The soil samples selected for laboratory analysis will be placed in dedicated laboratory-supplied
sample containers, labeled with the sample identification, date, time, requested analysis, and
placed in a laboratory-supplied cooler with ice. The samples will be submitted to a North Carolina-
certified laboratory under standard chain-of-custody protocols.

4.0 Laboratory Analysis

Based on field screening results, one grab soil sample from each of the five evaluation areas will
be submitted to a North Carolina-certified laboratory for analysis of VOCs by EPA Method 8260.
The composite soil samples will be submitted for laboratory analysis of SVOCs by EPA Method
8270, RCRA metals by EPA Methods 6020/7471, and hexavalent chromium by EPA Method
7199. A summary of laboratory analysis for each sample is provided as Table 1.
Ms. Carolyn Minnich
February 7, 2023
Page 4

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https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Roby Realty (ANR)/ANR-007 - 3015 Wilkinson Blvd (former Southern Steel)/Final Grade Sampling/Report/Southern Steel Final Grade Sampling Work Plan.docx
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 will be requested to use method detection limits that are below DEQ
Residential Preliminary Soil Remediation Goals (PSRGs), to the extent feasible.

5.0 Quality Assurance/Quality Control

Non-dedicated equipment and tools will be decontaminated prior to use at each boring location.
To evaluate the reproducibility of the sample results, H&H will collect one duplicate soil sample
that will be submitted to the laboratory for the same analyses as the parent soil sample.

Laboratory quality assurance/quality control (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 maintenance, equipment calibrations, 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 QA data consistent with Level II documentation
will be requested for this project.

The laboratory analytical data report and QA package for the final grade soil samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
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.

6.0 Boring Abandonment and Investigation Derived Waste

Following sampling activities, the soil borings will be properly abandoned with hydrated
bentonite.

Ms. Carolyn Minnich
February 7, 2023
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Investigation derived waste (IDW) generated during the sampling activities will be thin spread on-
Site. However, if there is evidence of significant impact (such as free product), the IDW will be
containerized in 55-gallon drums and staged on-Site pending analytical results of a composite IDW
sample. Based on laboratory analytical results of IDW samples, the drums will be transported off-
Site to a suitable facility for disposal.

7.0 Reporting

Following completion of the final grade soil sampling activities and receipt of the analytical data,
H&H will prepare a report describing the sampling methods and analytical results. The report will
include a description of the sampling activities, figures depicting the sample locations, a tabular
summary of the analytical data, a discussion of the data in comparison to regulatory screening
levels, risk calculations, laboratory analytical reports including chain-of-custody records, a
discussion of QA/QC data, and conclusions based upon our assessment activities. The report will
be sealed by a North Carolina-licensed professional engineer (PE) or professional geologist (PG)
and the firm’s PE/PG numbers will be provided.

We look forward to your approval of this work plan. Should you have any questions or need
additional information please do not hesitate to call us at [phone].

Sincerely,
Hart & Hickman, PC
Bo Cappleman, PG
Due Diligence Manager

cc: Mr. Trent Haston (Wilkinson Steel Yard, LLC)

Table 1
Proposed Final Grade Soil Sample Summary
Southern Steel
3015 Wilkinson Boulevard
Charlotte, North Carolina
Brownfields Project No. 23052-19-060
H&H Job No. ANR-007

https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Roby Realty (ANR)/ANR-007 - 3015 Wilkinson Blvd (former Southern Steel)/Final Grade Sampling/Report/Table 1 - Sample Summary.docx

Sample Objective Sample ID
Number of
Aliquot Soil
Borings
Sample
Depth
(ft bgs)
VOCs
(EPA Method
8260)
SVOCs
(EPA Method
8270)
RCRA Metals
(EPA Methods
6020/7471)
Hexavalent
Chromium
(EPA Method
7199)
Shallow Soil
Exposure Risk
Evaluation
FG-1 5 0-2 X X X X
FG-2 4 0-2 X X X X
FG-3 3 0-2 X X X X
FG-4 6 0-2 X X X X
FG-5 4 0-2 X X X X
QA/QC FG-Dup 5 0-2 X X X X

Notes:
1) VOC samples will be collected as grab samples from within the specified depth interval. SVOCs and metals will be field composited from
the specified depth interval.
VOCs = Volatile Organic Compounds; SVOCs = Semi-VOCs; RCRA = Resource Conservation and Recovery Act
ft bgs = feet below the ground surface; QA/QC = Quality Assurance/Quality Control
USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset, andNational Transportation Dataset; USGS Global Ecosystems; U.S. CensusBureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S.Department of State Humanitarian Information Unit; and NOAA NationalCenters for Environmental Information, U.S. Coastal Relief Model. Datarefreshed June, 2022.
SITE LOCATION MAP
SOUTHERN STEEL 3015 WILKINSON BLVD. CHARLOTTE, NORTH CAROLINA
DATE: 1-30-23
JOB NO: ANR-007
REVISION NO: 0
FIGURE NO: 1
2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology
TITLE
PROJECT
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U.S.G.S. QUADRANGLE MAP
CHARLOTTE WEST, NORTH CAROLINA 2022
QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)
ANDREW JACKSON HIGHWAY
ASHLEY ROAD
ASHLEY ROAD
WILKINSON BOULEVARD
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REVISION NO. 0
JOB NO. ANR-007
DATE: 1-30-23
FIGURE NO. 2
SOUTHERN STEEL
3015 WILKINSON BOULEVARD
CHARLOTTE, NORTH CAROLINA
PROPOSED FINAL GRADE SOIL
SAMPLE LOCATION MAP
LEGEND
SITE PROPERTY BOUNDARY
RAILROAD TRACKS
AS BUILT BUILDING FOOTPRINT
PROPOSED BUILDING FOOTPRINT
FG-1 SOIL ALIQUOT SAMPLE
LOCATION
FG-2 SOIL ALIQUOT SAMPLE
LOCATION
FG-3 SOIL ALIQUOT SAMPLE
LOCATION
FG-4 SOIL ALIQUOT SAMPLE
LOCATION
FG-5 SOIL ALIQUOT SAMPLE
LOCATION
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
FG-1A
FG-1B
FG-1C
FG-1D
FG-1E
FG-2A
FG-2B
FG-2C
FG-2D
FG-3B
FG-3A
FG-3C
FG-4BFG-4DFG-4F
FG-4E FG-4C FG-4A
FG-5A
FG-5B
FG-5C
FG-5D
NOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS (2021).
2. COMPOSITE SOIL SAMPLE AREAS INCLUDE GRASS,
ARTIFICIAL TURF, CRUSHED STONE, AND LANDSCAPED
AREAS.
PROPOSED
BUILDING A
PROPOSED
BUILDING B BUILDING C
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Appendix A

Landscape Plan
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DAVID L. WILLIAMSD.B. 11826, PG. 825TAX PARCEL #117-011-15
PARCEL 1
QUIKTRIP CORPORATION
MB. 54, PG. 565
DB. 29066, PG. 563
TAX PARCEL #11701122
TOTAL AREA: 118,875 SF (2.73 AC)PARCEL 2
WILKINSON HOLDINGS I, LLC
DB. 27179, PG. 152
TAX PARCEL #11701122
TOTAL AREA: 92,739 SF (2.129 AC)
PARCEL 4WILKINSON HOLDINGS I, LLCDB. 27179, PG. 152TAX PARCEL #11701124TOTAL AREA: 39,028 SF (0.896 AC)
NORFOLK SOUTHERND.B. 2301, PG. 239CITY OF CHARLOTTED.B. 21523, PG. 637TAX PARCEL #117-041-05
WILKINSON BLVD
100' PUBLIC R/W (US 74 & 29)
CONTROL CORNERNC CORNER NAD83
N: 541,230.37 (37.5984387° / 37°35'34.62" N)
E: 1,436,015.50 (-84.0331665° / 84°01'59.4" E)
CONTROL CORNERNC CORNER NAD83N: 541,255.63E: 1,435,254.72
S76°00'03
"
W
2038.30' G
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2037.98'
G
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BUILDING
CBUILDING
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A
QUIK TRIP ABC STORE
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EX. ACCESS EASEMENTPB 57 PG 114
2
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2
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24" RCP A6-DI
15
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24" RCP A4-DI
15
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15" RCP
A2-DI
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EX. CB
RIM: 730.24INV IN: 726.09
INV IN: 726.33INV OUT: 726.00
EX. CBRIM: 733.17INV IN: 728.82INV OUT: 728.72
EX. CBRIM: 731.72INV IN: 724.72
INV IN: 724.60INV OUT: 724.66
EX. JBRIM: 729.45
INV IN: 723.21INV OUT: 723.10
EX. FESINV OUT: 723.01
EX. CBRIM: 730.30INV OUT: 726.60
EX. CB
EX. CB
EX. CB EX. JB
EX. CB
RIM: 734.92INV OUT: 730.07
EX. CBRIM: 734.94INV IN: 729.53INV OUT: 729.53
EX.OUTLETSTRUCTURE
EX. 36" RCP
EX
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EX CBRIM: 730.43INV OUT: 724.93
EX CB EX CB EX CB
EX 15" HDPE EX 15" HDPE
EX 15" H
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EX. 36" RCP
EX. 18" RCP
EX
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EX. 1.5' CURB & GUTTER
EX. 1.5' CURB & GUTTER
EX. 1.5' CURB & GUTTER
EX. ASPHALT
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EX. CONC.
EX. CONC.DRIVEWAY
EX. ASPHALTDRIVEWAY
EX. 2.0' CURB & GUTTER
EX. 2.0' CURB & GUTTER
EX. CONC. PAVEMENT
EX. 2.0' CURB & GUTTER
EX. 2.0' CURB & GUTTER
EX. CONC. PAVEMENT
EX. CONC.DRIVEWAY
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26 BURFORD HOLLY
16 SUGAR MAPLE
UNDERGROUND ELECTRIC LINES TO/FROM
TRANSFORMERS TO BE BURIED MINIMUM
24" BELOW FINISHED GRADE
UNDERGROUND ELECTRIC LINES TO/FROM
TRANSFORMERS TO BE BURIED MINIMUM
24" BELOW FINISHED GRADE
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WILKINSON BLVD
100' PUBLIC R/W (US 74 & 29)
LANDSCAPE
PLAN
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FIRM # C-3881
*** 3 Days Before Digging ***
North Carolina 811
811 or 1-800-632-4949
Remote Ticket Entry
http://nc811.org/remoteticketentry.htm
L
ARPONISSEFO
ENGINE RE
33046
SEAL
JOB NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
C190079
CT
CDA
2-21-2020
( IN FEET )
0
GRAPHIC SCALE
1 inch = 30 ft.
15 30 6030
LOCATION MAP
SCALE: 1" = 1,500'
Wilkinson Blvd
Re
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Greenland Ave
SITE
To I-77
To I-485
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PLANT SCHEDULE
KEY QUAN.BOTANICAL NAME COMMON NAME SIZE CONT.COMMENTS
TREES
16 Acer sacchurum Sugar Maple 2" caliper B & B 8' minimum height
SHRUBS
21 Ilex cornuta 'Burfordii'Burford Holly 30" minimum Cont./B&B
90 Ilex cornuta burfordi nan Dwarf burford Holly 24"Cont.
UE UE
STANDARD DUTY ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
DROP INLET & PIPE
CATCH BASIN & PIPE
STORM DRAIN MANHOLE & PIPED
POWER LINE (UNDERGROUND)
LEGEND:
R/W
e e e
G G
E E
SS SS
FO FO FO
W W
EASEMENT
RIGHT-OF-WAY
SETBACK
GAS LINE
POWER LINE (OVERHEAD)
SANITARY SEWER PIPE
STORM DRAIN PIPE
TELEPHONE LINE (UNDERGROUND)
WATER LINE
PROPERTY LINE
X X FENCE
TP TP PROPOSED TREE PROTECTION FENCE
680
677
680
677
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
REQUIRED CALCULATIONS
TREE SAVE REQUIREMENTS:
REQUIRED:
15% OF PROPERTY = 5.185 AC x 0.15 = 0.778 AC
PROVIDED: = PAYMENT IN LIEU
PAYMENT IN LIEU OPTION CALCULATIONS:
TREE SAVE PAYMENT IN LIEU SHALL BE CALCULATIED WITH THE AVERAGE TAX
VALUE FOR AN ACRE OF LAND WITHIN THE CITY OF CHARLOTTE AND ETJ.
PAYMENT IN LIEU = $80,100 / AC * 5.185 AC * 0.15 = $62,297.78
INTERNAL PLANTING REQUIREMENTS:
REQUIRED:
1 TREE PER 10,000 SF OF IMPERVIOUS AREA
146,730 SF / 10,000 = 14.7 = 15 TREES
PROVIDED: 15 TREES
PARKING AREAS:
REQUIRED:EACH PARKING SPACE WITHIN 40FT OF A TREE TRUNK
MIN. PLANTING AREA OF 274 SF PER TREE
MIN. DIMENSION OF 8 FEET WITH AMENDED ON SITE SOIL AS PER
AMENDED SOIL NOTES
PROVIDED: TREE WITHIN 40FT OF EACH PARKING SPACE
PARKING AREA OF 274 SF PER TREE
PERIMETER TREE PLANTING REQUIREMENTS:
REQUIRED:
1 LARGE TREE FOR EVERY 40' OF ROAD FRONTAGE OR 1 SMALL TREE FOR
EVERY 30' OF ROAD FRONTAGE
WILKINSON BLVD:
43 LF OF ROAD FRONTAGE
1 LARGE TREE REQUIRED
1 LARGE TREE PROVIDED
11-4-21
1 3/27/20PER BLDG. PERMITCOMMENTS
1
1
1
1
1
1
1
2
2
2
2 4/13/20PER ZONING COMMENTS
9/24/21PER BLDG. PERMITCOMMENTS4
4
4
4
11/4/21PER BLDG. PERMITCOMMENTS5
5
5
5
5
5
5
5
5