23031_W Morehead II_WP In-Situ Soil Sample_20240207

#C-1269 Engineering
#C-245 Geology

In-Situ Soil Sampling Work Plan

West Morehead II
2131, 2211, and 2233 W. Morehead Street
Charlotte, North Carolina
Brownfields Project No. 23031-19-060

H&H Job No. PHL-001
January 22, 2024
Revised February 7, 2024

In-Situ Soil Sampling Work Plan

Site Information:
West Morehead II Brownfields Property
2131, 2211, and 2233 W. Morehead Street
Charlotte, North Carolina

Brownfields Project No.:
23031-19-060

Date of Plan/Revision:
January 22, 2024

Firm PE/PG License Nos.:
#C-1269 Engineering
#C-245 Geology

Prospective Developer (PD):
WP Lower, LLC
PD Contact: John Joyner
Phone: [phone]
Email: [e-mail]

Consultant/Project Manager:
Hart & Hickman, PC
2923 S. Tryon Street, Ste 100
Charlotte, NC 28203
Attn: Bo Cappleman, PG
Phone: [phone]
Email: [e-mail]

i
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

In-Situ Soil Sampling Work Plan
West Morehead II Brownfields Property
2131, 2211, and 2233 W. Morehead Street
Charlotte, North Carolina
Brownfields Project No. 23031-19-060
H&H Job No. PHL-001

Table of Contents

1.0 Introduction .............................................................................................................................1 
2.0 Scope of Work .........................................................................................................................3 
3.0 Sampling Methodology ...........................................................................................................4 
3.1 Utility Locating .....................................................................................................................4 
3.2 Soil Sampling Activities ........................................................................................................4 
4.0 Laboratory Analyses ...............................................................................................................8 
5.0 Quality Assurance/Quality Control .....................................................................................10 
6.0 Investigation Derived Waste (IDW) Management.............................................................11 
7.0 Reporting ...............................................................................................................................12 

Signature Page
Work Plan Approval Signature Page

List of Tables
Table 1 Sample Summary Table

List of Figures
Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Proposed In-Situ Soil Sample Location Map

List of Appendices
Appendix A Cut/Fill Analysis

1
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc
In-Situ Soil Sampling Work Plan
West Morehead II Brownfields Property
2131, 2211, and 2233 W. Morehead Street
Charlotte, North Carolina
Brownfields Project No. 23031-19-060
H&H Job No. PHL-001

1.0 Introduction

On behalf of the Prospective Developer (PD), Panorama Holdings, LLC, Hart & Hickman, PC
(H&H) has prepared this In-Situ Soil Sampling Work Plan (Work Plan) to conduct in-situ soil
sampling activities at the West Morehead II Brownfields property (Brownfields No. 23031-19-
060) located at 2131, 2211, and 2233 West Morehead Street in Charlotte, Mecklenburg County,
North Carolina (Site). The Site is comprised of two contiguous parcels (Mecklenburg County
Parcel ID Nos. 06702114 and 06702118) that total approximately 4.68 acres of land. A Site
Location Map is provided as Figure 1.

Planned redevelopment at the Brownfields property includes demolition of existing buildings,
construction of a mixed-use commercial and high-density apartment building (Building 1) in the
western portion of the Site, and construction of a high-density residential apartment building
(Building 2) in the eastern portion of the Site. The western building will consist of a parking
garage along the majority of the ground level and a leasing office, lobby, amenity areas, and
utility rooms in the easternmost portion of the ground level. Upper levels will include
apartments, a co-working space, commercial units, and a parking garage. The eastern building
will be split into two ground-floor levels. Both buildings include open-air parking decks. A
figure depicting proposed redevelopment is included as Figure 2. Redevelopment activities
including soil export will be performed in accordance with the North Carolina Department of
Environmental Quality (DEQ)-approved Environmental Management Plan (EMP) dated
November 6, 2023.

The DEQ-approved EMP dated November 6, 2023 states that in-situ composite soil sampling
may be performed in proposed cut areas at the Site prior to redevelopment. This Work Plan has

2
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

been prepared to detail proposed in-situ soil sampling activities in accordance with the DEQ-
approved EMP. The proposed in-situ soil sampling scope of work is provided below.

3
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

2.0 Scope of Work

Due to limited available analytical data for soil in the proposed excavation areas and the lack of
space for soil stockpiling, this Work Plan has been prepared to outline a proposed scope of work
for conducting in-situ soil assessment activities in areas of proposed cut to characterize soil that
may be removed from the Site as part of grading and construction activities. H&H understands
that approximately 13,500 cubic yards of soil is anticipated to be generated to achieve proposed
final grade elevations. Additional soil will be excavated during construction of the proposed
underground stormwater detention systems, a swimming pool, and elevator pits. Much of the
proposed cut soil that will be removed is geotechnically unsuitable to use as fill for the proposed
structures; therefore, results from the in-situ composite soil sampling activities will be provided
to the Brownfields Redevelopment Section and used to determine appropriate off-Site disposal
options.

It is anticipated that soil excavated from the Site will be either direct-loaded onto trucks for
transport or placed on plastic and secured as outlined in the DEQ-approved EMP. The soil will
be transported to a Land Clearing and Inert Debris (LCID) landfill, a construction and demolition
(C&D) landfill, a municipal solid waste landfill, or a Brownfields property that needs to import
fill material. To expedite grading activities and to minimize the need to stockpile and manage
large volumes of soil during construction, H&H plans to conduct soil assessment activities at the
Site to characterize soil in-situ before grading activities begin.

4
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

3.0 Sampling Methodology

The in-situ soil assessment activities described herein will be performed in general accordance
with DEQ Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup
dated September 2023 and the most recent version of the U.S. Environmental Protection Agency
Region IV Lab Services and Applied Science Division Field Branches Quality System and
Technical Procedures guidance.

3.1 Utility Locating

Prior to conducting the field activities, H&H will contact North Carolina 811, the public utility
locator service, to mark subsurface utilities at the Site. H&H will also contract with a private
utility locator to identify and mark locations of sub-grade utilities in the areas of proposed
borings using electromagnetic and ground-penetrating radar methods. In addition, a
decontaminated stainless-steel hand auger will be advanced to a depth of approximately 5 feet
below ground surface (ft bgs) at each proposed boring location to further screen for potential
subsurface utilities.

3.2 Soil Sampling Activities

H&H has divided the Site into 19 in-situ soil characterization sections based on the proposed
excavation locations and depths at the Site. H&H proposes to collect soil samples for laboratory
analysis in each soil characterization section to represent material that may need to be exported
off-Site. An in-situ soil sample summary is provided as Table 1. The in-situ soil
characterization sections (denoted by “EX” nomenclature) are depicted on Figure 3.

H&H will team with a qualified drilling contractor to advance up to five aliquot soil borings in
each soil characterization section to depths corresponding to the deepest planned cut in that
characterization area. The drilling contractor will initially advance each soil boring with a
decontaminated stainless-steel hand auger to depths up to approximately 5 ft bgs. Where

5
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

applicable, a track-mounted direct push technology (DPT) drill rig will be used to advance
borings to depths greater than 5 ft bgs. During boring advancement, continuous soil samples will
be collected from each boring from the center of the hand auger bucket and/or acetate-lined DPT
macrocore sleeves. The soil samples will be logged for lithologic description, inspected for the
presence of visual and olfactory indication of potential impacts, and screened for the presence of
volatile organic vapors with a calibrated photo-ionization detector (PID).

Based on maximum cut depths ranging from 3 to 21 ft, the volume of soil to be characterized by
this in-situ assessment is estimated to be approximately 31,400 cubic yards. To characterize this
soil, a total of 82 in-situ soil samples (41 grab and 41 composite as described below) will be
collected for laboratory analysis. The EMP indicates that to obtain approval for export to a non-
permitted receiving facility, a sample frequency of one soil sample for every 1,000 cubic yards
of export soil will be required. However, H&H is proposing additional soil samples to provide
data that is representative of the 19 soil characterization areas and depth intervals. The
approximate volume of disturbed soil represented by each in-situ soil characterization sample is
indicated on Figure 3. Please note that Figure 3 shows the volume of soil that would be
disturbed if the entirety of each characterization area were excavated to the maximum cut depth
for that particular area. Therefore, we propose to conservatively collect samples at a higher
frequency than is required by the DEQ-approved EMP. Soil samples from each in-situ soil
characterization section will be selected for laboratory analyses as described below.

Proposed Cut Areas EX-1 through EX-6
Up to approximately 10 ft of cut is anticipated in sections EX-1 through EX-6 during grading in
the western and eastern portions of the Site. H&H proposes to advance 30 soil borings in these
six sections (see Figure 3). Each soil boring will be advanced to a depth of approximately 10 ft
bgs, and continuous soil sample aliquots will be collected for logging and field screening at 1 to
2 ft intervals from each of the soil borings. Soil sample aliquots from each boring advanced in
the section will be homogenized to form composite soil samples representative of soil from 0 to
5 ft bgs and 5 to 10 ft bgs for a total of two composite soil samples [e.g., EX-5 (0-5 ft) and EX-5
(5-10 ft)].

6
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

Proposed Cut Areas EX-7 through EX-13, EX-15 and EX-16, and EX-18
Up to approximately 5 ft of cut is anticipated in sections EX-7 through EX-13, EX-15, EX-16,
and EX-18 during grading in the western and eastern portions of the Site. H&H proposes to
advance 50 soil borings in these 10 excavation sections (see Figure 3). Each soil boring will be
advanced to a depth of approximately 5 ft bgs, and continuous soil sample aliquots will be
collected for logging and field screening at 1.0 to 1.5 ft intervals from each of the soil borings.
Soil sample aliquots from each boring advanced in the section will be homogenized to form a
composite soil sample representative of soil from 0 to 2.5 ft bgs and 2.5 to 5 ft bgs for a total of
two composite soil samples per boring [e.g., EX-7 (0-2.5 ft) and EX-7 (2.5-5 ft)].

Proposed Cut Areas EX-14
Less than 3 ft of cut is anticipated in section EX-14 during grading in the southern portion of the
Site. H&H proposes to advance five soil borings in this section (see Figure 3). Each soil boring
will be advanced to a depth of approximately 3 ft bgs, and continuous soil sample aliquots will
be collected for logging and field screening at 3 ft intervals from each of the soil borings. Soil
sample aliquots from each boring advanced in this section will be homogenized to form one
composite soil sample [EX-14 (0-3 ft)] representative of soil from 0 to 3 ft bgs.

Proposed Cut Area EX-17
Up to approximately 21 ft of cut is anticipated in section EX-17 during construction of an
underground stormwater detention area in the eastern portion of the Site. H&H proposes to
advance five soil borings in section EX-17 (see Figure 3). Each soil boring aliquot will be
advanced to a depth of approximately 21 ft bgs, and continuous soil sample will be collected for
logging and field screening at 1 to 2 ft intervals from each of the soil borings. Soil sample
aliquots from each boring advanced in the section will be homogenized to form one composite
soil sample representative of soil from 0 to 5 ft bgs, 5 to 10 ft bgs, 10 to 15 ft bgs, and 15 to 21 ft
bgs for a total of four composite soil samples [EX-17 (0-5 ft), EX-17 (5-10 ft), EX-17 (10-15 ft),
and EX-17 (15-21)].

7
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

Proposed Cut Area EX-19
Up to approximately 17 ft of cut is anticipated in section EX-17 during construction of an
underground stormwater detention system in the northeastern portion of the Site. H&H proposes
to advance five soil borings in section EX-19 (see Figure 3). Each soil boring will be advanced
to a depth of approximately 17 ft bgs, and continuous soil sample aliquots will be collected for
logging and field screening at 1 to 2 ft intervals from each of the soil borings. Soil sample
aliquots from each boring advanced in this section will be homogenized to form one composite
soil sample representative of soil from 0 to 5 ft bgs, 5 to 10 ft bgs, 10 to 15 ft bgs, and 15 to 17 ft
bgs for a total of four composite soil samples [EX-17 (0-5 ft), EX-17 (5-10 ft), EX-17 (10-15 ft),
and EX-17 (15-17)].

The soil samples will be collected directly into laboratory supplied glassware, labeled with the
sample identification, time, and requested analysis, and placed on ice in a laboratory-supplied
cooler. The samples will be delivered to a North Carolina-certified laboratory under standard
chain of custody protocols.

The soil sample locations will be estimated using a hand-held GPS unit. Following soil sampling
activities, the soil borings will be properly abandoned with hydrated bentonite, and the ground
surface will be restored to approximately match pre-drilling conditions.

8
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

4.0 Laboratory Analyses

The composite soil samples selected for laboratory analyses will be collected directly into
dedicated laboratory-supplied sample containers, labeled with the date, time, and sample
identification, and placed in a laboratory-supplied sample cooler with ice. The samples will be
submitted to a North Carolina-certified laboratory under standard chain-of-custody protocols for
analysis of semi-volatile organic compounds (SVOCs) by EPA Method 8270 and Resource
Conservation and Recovery Act (RCRA) metals plus hexavalent chromium by EPA Methods
6020/7471/7199.

In addition to the composite soil samples described above, one representative grab soil sample
will be collected from each depth horizon within each soil characterization section for a total of
41 grab samples. Grab samples will be collected from the depth interval and soil boring in each
in-situ soil characterization section that exhibits the highest likelihood for potential impacts
based on field screening results (i.e., stained soil, elevated PID reading, or odor). If there is no
obvious evidence of potential impact in a soil boring based on field screening results, grab
samples will be collected from randomly selected soil borings at varying depth intervals to be
representative of Site soil.

The grab soil samples will be collected from undisturbed portions of soil directly into laboratory
supplied glassware, labeled with the sample identification, date, time, and placed in a laboratory-
supplied cooler with ice. The grab samples will be submitted to a North Carolina-certified
laboratory under standard chain-of-custody protocols for analysis of volatile organic compounds
(VOCs) by EPA Method 8260.

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

9
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

quality assurance (QA) package 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.

10
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

5.0 Quality Assurance/Quality Control

Non-dedicated equipment and tools will be decontaminated prior to use at each soil boring
location and following exposure to soil. For quality assurance and quality control purposes
(QA/QC), H&H will collect two duplicate soil samples which will be submitted for the same
laboratory analysis as the parent sample to evaluate the reproducibility of sample results.

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
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.

11
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

6.0 Investigation Derived Waste (IDW) Management

IDW comprised primarily of soil cuttings generated during the proposed assessment activities
will be managed in general accordance with 15A NCAC 02T.1503. H&H anticipates that soil
cuttings will be thin spread on-Site near the sample locations. However, if significant impacts
are suspected or observed (i.e., free-product), IDW will be containerized in labeled 55-gallon
drums and staged on-Site pending analytical results of composite IDW samples.

12
https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/panorama holdings - phl/in-situ soil assessment/work plan/final to deq/revision 1/in-situ soil sampling wp rev 1- west morehead ii (23031-19-060)_2-7-24.doc

7.0 Reporting

Following completion of the assessment activities and receipt of the analytical data, H&H will
document our findings in an In-Situ Soil Characterization Report. The report will include a title
page consistent with the requirements in the Site Assessment Work Plan Checklist, a description
of Site activities, rationale for potential deviations from the work plan (if warranted), a figure
depicting the sample locations with a redevelopment plan overlay, a tabular summary of the soil
analytical data, boring logs, laboratory analytical data, a discussion of the data in comparison to
regulatory screening levels, cumulative risk calculations using soil data (if warranted based upon
the data), and conclusions and recommendations concerning our activities. The report may also
include laboratory analytical data and a figure depicting soil sample locations from a potential
import Brownfields Property to assist the DEQ Brownfields Redevelopment Section in their
review of the proposed soil transfer. The report will include our firm’s PE/PG license numbers
and be signed/sealed by an individual PE/PG as required.

Work Plan Approval Signature Page
ATTACHMENT 1
DEQ Brownfields Redevelopment Section
Assessment Work Plan Approval Signature Page
Brownfields Project Name: West Morehead II
Brownfields Project Number: 23031-19-060
Work Plan Title: In-Situ Soil Sampling Work Plan
Date: January 23, 2024
Revision Number:
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 listed activities nor does it waive
any requirement to comply with applicable law for such activities.
Prospective Developer (PD): WP Lower, LLC
Contact Person: John Joyner
Phone Numbers: Office: 704-500-4359 Mobile:
Email: [e-mail]
Property Owner (if different from above):
Contact Person:
Phone Numbers: Office: Mobile:
Email:
Environmental Consultant: Hart & Hickman, PC
Contact Person: Bo Cappleman, PG
Phone Numbers: Office: 704-586-0007 Mobile: [phone]
Email: [e-mail]
Signature:
Brownfields Project Manager: Carolyn Minnich
Phone Numbers: Office: Mobile: 704‐661‐0880
Email: [e-mail]; [e-mail]
Signature:
Consultant: Bo Cappleman, PG Date 2/7/2024
Printed Name/Title/Company: Due Diligence Manager/Hart &
Hickman, PC
Brownfields Project Manager: Carolyn Minnich Date
02/08/2024

Tables
Table 1 Proposed In-Situ Soil Sample Summary West Morehead II Brownfields Property 2131, 2211, and 2233 W. Morehead Street Charlotte, North Carolina Brownfields Project No. 23031-19-060 H&H Job No. PHL-001 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Panorama Holdings - PHL/In-Situ Soil Assessment/Work Plan/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) Soil Exposure Risk Evaluation EX-1 5 0-5 5-10 X X X X EX-2 5 0-5 5-10 X X X X EX-3 5 0-5 5-10 X X X X EX-4 5 0-5 5-10 X X X X EX-5 5 0-5 5-10 X X X X EX-6 5 0-5 5-10 X X X X EX-7 5 0-2.5 2.5-5 X X X X EX-8 5 0-2.5 2.5-5 X X X X EX-9 5 0-2.5 2.5-5 X X X X EX-10 5 0-2.5 2.5-5 X X X X EX-11 5 0-2.5 2.5-5 X X X X EX-12 5 0-2.5 2.5-5 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
Table 1 Proposed In-Situ Soil Sample Summary West Morehead II Brownfields Property 2131, 2211, and 2233 W. Morehead Street Charlotte, North Carolina Brownfields Project No. 23031-19-060 H&H Job No. PHL-001 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Panorama Holdings - PHL/In-Situ Soil Assessment/Work Plan/Table 1 - Sample Summary.docx 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 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) Soil Exposure Risk Evaluation EX-13 5 0-2.5 2.5-5 X X X X EX-14 5 0-3 X X X X EX-15 5 0-2.5 2.5-5 X X X X EX-16 5 0-2.5 2.5-5 X X X X EX-17 5 0-5 5-10 10-15 15-21 X X X X EX-18 5 0-2.5 2.5-5 X X X X EX-19 5 0-5 5-10 10-15 15-17 X X X X QA/QC FG-Dup-1 (grab and composite) 5 0-2 X X X X FG-Dup-2 (grab and composite) 5 0-2 X X X X

Figures
REVISION NO. 0
JOB NO. PHL-001
DATE: 3-28-23
FIGURE NO. 2
WEST MOREHEAD II BROWNFIELDS PROPERTY2131, 2211, AND 2233 W. MOREHEAD STREET
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
SITE PROPERTY BOUNDARY
PARCEL BOUNDARY
TRENCH DRAIN
PROPOSED RESIDENTIAL SPACE ON GROUNDFLOOR
PROPOSED COMMERCIAL SPACE ON GROUNDFLOOR
PROPOSED PARKING GARAGE, BUILDINGUTILITIES & MECHANICAL ROOMS(APARTMENTS LOCATED ON UPPER FLOORSOF WESTERN PARKING STRUCTURE)
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
TABERNACLE GODAPOSTOLIC CHURCH(2208 W. MOREHEADSTREET)
EAGLE LEAGUE TATTOO(2206 W. MOREHEADSTREET)
JOY MART/FORMER
WRIGHT CLEANING CO.
(2210-2216 W. MOREHEADSTREET)
WIMS, INC.
(2132 W.MOREHEADSTREET)
BURGESS SALE & SUPPLY(2121 W. MOREHEAD STREET)
PAINTBOOTH
COLONY PARK WEST OFFICE COMPLEX(2301 W. MOREHEAD STREET)
PRECISION WALLS(2198 WILKINSON BOULEVARD)
THE BRYANT APARTMENT COMPLEX(2020 MORTON STREET)
SANITARY SEWER
LIFT STATION
SEDIMENT TRAP
VACANT WAREHOUSE(2001 W. MOREHEAD STREET)W. MOREHEAD STREETMORT
O
N

S
T
R
E
E
T
GREENLAND
AVENUE
BOATRESTORATION
RESIDENTIAL
RESIDENTIAL
THE MARBLE & STONE SHOP(WAREHOUSE/FABRICATION SHOP)(2131 W. MOREHEAD STREET)
WOOD DESIGN
(2233 W. MOREHEAD STREET)
THE MARBLE & STONE SHOP (OFFICES)(2211 W. MOREHEAD STREET)
VACANT(2200 W. MOREHEAD STREET)
NOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2022.
2. SITE DEVELOPMENT PLAN PROVIDED BY ORSBORNENGINEERING GROUP, DATED 12-02-22.
BUILDING 1
BUILDING 2
S:\AAA-Master Projects\Panorama Holdings - PHL\VI Assessment\Figures\Figures_20230327.dwg, FIG 2 VIMP, SVincent
EX-6
EX-19
EX-4
EX-5
EX-2
EX-1
EX-3
EX-13
EX-14
EX-15
EX-16
EX-18
EX-12
EX-10
EX-9
EX-8
EX-11
EX-7
EX-17
REVISION NO. 0
JOB NO. PHL-001
DATE: 1-29-24
FIGURE NO. 3
WEST MOREHEAD II BROWNFIELDS PROPERTY
2131, 2211, AND 2233 W. MOREHEAD STREET
CHARLOTTE, NORTH CAROLINA
PROPOSED IN-SITU SOIL SAMPLE
LOCATION MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
EXCAVATION EXTENT
CUT AREA (0-5')
CUT AREA (5-10')
STORMWATER / POOL AREA CUT
FILL AREA
PROPOSED SAMPLE ALIQUOT
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
NOTES:
1.BASE DATA OBTAINED FROM MECKLENBURG COUNTY
GIS, 2023.
2.CUT/FILL ANALYSIS PROVIDED BY ORSBORN
ENGINEERING GROUP DATED OCTOBER 3, 2022.
SOIL
CHARACTERIZATION
SECTION ID
SAMPLE INTERVAL
(FEET)
MAXIMUM VOLUME
(CUBIC YARDS)
EX-1 0-5'708
5-10'708
EX-2 0-5'1,104
5-10'1,104
EX-3 0-5'844
5-10'844
EX-4 0-5'1,155
5-10'1,155
EX-5 0-5'910
5-10'910
EX-6 0-5'517
5-10'517
EX-7 0-2.5'457
2.5-5'457
EX-8 0-2.5'753
2.5-5'753
EX-9 0-2.5'833
2.5-5'833
EX-10 0-2.5'1,198
2.5-5'1,198
EX-11 0-2.5'617
2.5-5'617
EX-12 0-2.5'615
2.5-5'615
SOIL
CHARACTERIZATION
SECTION ID
SAMPLE INTERVAL
(FEET)
MAXIMUM VOLUME
(CUBIC YARDS)
EX-13 0-2.5'333
2.5-5'333
EX-14 0-3'280
EX-15 0-2.5'1,191
2.5-5'1,191
EX-16 0-2.5'1,133
2.5-5'1,133
EX-17
0-5'804
5-10'804
10-15'804
15-21'804
EX-18 0-2.5'461
2.5-5'461
EX-19
0-5'555
5-10'555
10-15'555
15-17'555
S:\AAA-Master Projects\Panorama Holdings - PHL\In-Situ Soil Assessment\Figures\PDF-DWG.dwg, FIG 3B, 1/30/2024 8:46:35 AM, draburn

Appendix A
Cut/Fill Analysis
700
685
685700
685
695
690695685685695710710
700705Cut Volume (unadjusted) = 13,471.89 Cu. Yd.Fill Volume (unadjusted) = 14,726.60 Cu. Yd.Net Volume (unadjusted) = 1,254.71 Cu. Yd.