HomeMy WebLinkAbout24062_South Hollis LoSo Final Grade Sampling WP_20230926
Via Email
September 26, 2023
NCDEQ – Division of Waste Management
Brownfields Redevelopment Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attn: Mr. Bill Schmithorst, PG
Re: Final Grade Soil Assessment Work Plan
South and Hollis LoSo
South Boulevard and Hollis Road
Charlotte, North Carolina
Brownfields Project No. 24062-20-060
H&H Job No. AKR-007
Dear Mr. Schmithorst:
On behalf of KA LoSo Holdings LLC, please find enclosed a copy of the Final Grade Soil
Assessment Work Plan prepared for the South and Hollis LoSo Brownfields property
(Brownfields Project No. 24062-20-060) located in Charlotte, Mecklenburg County.
Should you have questions or need additional information, please do not hesitate to contact us at
(704) 586-0007.
Sincerely,
Hart & Hickman, PC
Matt Bramblett, PE Haley Martin, PG
Principal Senior Project Manager
Enclosure:
cc: Mr. Dan Coith and Mr. Dan Outen, Akridge (Via Email)
Ms. Kary Katherine Stukes, Moore & Van Allen, PLLC (Via Email)
Ms. Laura Truesdale, Moore & Van Allen, PLLC (Via Email)
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, Brownfields Redevelopment Section
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
Work Plan and Report Checklist
Version 3 March 2023
such guidance (e.g., multi-increment sampling, passive air samplers, mobile labs, Hapsite,
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.
Work Plan and Report Checklist
Version 3 March 2023
☒ Discuss chain of custody and shipping.
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
☐ 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
☐ Figure 4 – Site Plume Maps (groundwater, soil vapor, etc.)
☒ 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.
ATTACHMENT 1
DEQ Brownfields Redevelopment Section
Assessment Work Plan Approval Signature Page
To be completed by Development Team and returned to DEQ Brownfields for review & signature.
Brownfields Project Name: South and Hollis LoSo
Brownfields Project Number: 24062-20-060
Work Plan Title: Final Grade Soil Assessment Work Plan
Date: September 26, 2023
Revision Number: N/A
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) and Property Owner: KA LoSo Holdings LLC
Contact Person: Mr. Dan Coith
Phone Numbers: Office: 402-326-5800 Mobile:
Email: dcoith@akrige.com
Property Owner (if different from above):
Contact Person:
Phone Numbers: Office: Mobile:
Email:
Environmental Consultant: Hart & Hickman, PC
Contact Person: Ms. Haley Martin
Phone Numbers: Office: 704-526-2045 Mobile:
Email: hmartin@harthickman.com
Signature:
Brownfields Project Manager: Mr. Bill Schmithorst
Phone Numbers: Office: 919-707-8159 Mobile: N/A
Email: William.schmithorst@ncdenr.gov
Signature:
Consultant: Hart & Hickman, PC Date
Printed Name/Title/Company: Ms. Haley Martin, PG / Senior Project
Geologist
Brownfields Project Manager: Bill Schmithorst Date
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Final Grade Soil Assessment Work Plan
South and Hollis LoSo
South Boulevard and Hollis Road
Charlotte, North Carolina
Brownfields Project No. 24062-20-060
H&H Job No. AKR-007
Table of Contents
1.0 Introduction .............................................................................................................................1
2.0 Final Grade Assessment Activities ........................................................................................3
2.1 Final Grade Soil Sampling Activities ....................................................................................3
2.2 Quality Assurance / Quality Control .....................................................................................4
2.3 Investigation Derived Waste .................................................................................................5
3.0 Reporting .................................................................................................................................6
List of Tables
Table 1 Proposed Final Grade Soil Sample Summary
List of Figures
Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Proposed Final Grade Soil Sample Location Map
List of Appendices
Appendix A Required Overall Planting Plan
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Final Grade Soil Assessment Work Plan
South and Hollis LoSo
South Boulevard and Hollis Road
Charlotte, North Carolina
Brownfields Project No. 24062-20-060
H&H Job No. AKR-007
1.0 Introduction
On behalf of KA LoSo Holdings LLC (Prospective Developer or PD), Hart & Hickman, P.C.
(H&H) has prepared this Final Grade Soil Assessment Work Plan (Work Plan) for the South and
Hollis LoSo Brownfields property (Brownfields Project No. 24062-20-060) located at 3424 and
3441 South Boulevard and 111 Hollis Road in Charlotte, Mecklenburg County, North Carolina
(Site). The Site consists of one approximately 2.6-acre parcel of land (Mecklenburg County
Parcel Identification No. 14905301) located in a mixed commercial and residential area of lower
South End Charlotte. A Site location map is provided as Figure 1, and the Site and surrounding
area are shown in Figure 2.
A Brownfields Agreement between the North Carolina Department of Environmental Quality
(DEQ) and the PD was recorded on June 2, 2022. Land Use Restriction (LUR) 12.f. of the
Brownfields Agreement generally states that no occupancy of the Brownfields property may
occur after redevelopment until representative final grade soil samples have been collected in
areas at the Site that are not covered by building foundations, sidewalks, or asphalt or concrete
parking areas and driveways (hardscape). The Brownfields Agreement also generally states that
physical redevelopment of the Site will be completed in accordance with a DEQ-approved
Environmental Management Plan (EMP). The EMP prepared for the South and Hollis LoSo
redevelopment received DEQ approval on July 8, 2021.
In accordance with the DEQ-approved EMP and LUR 12.f. of the recorded Brownfields
Agreement, final grade soil sampling will be conducted at the Site in areas that are not covered
with building foundations, sidewalks, or asphalt or concrete parking areas and driveways
following completion of redevelopment activities that disturb soil. Redevelopment of the Site
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included razing the former Site buildings for construction of a mixed-use apartment and retail
building and an associated parking deck. A Required Overall Planting Plan prepared by Land
Design depicting the redevelopment and landscaping plan is provided as Appendix A.
The proposed final grade soil assessment scope of work is provided in the following sections.
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2.0 Final Grade Assessment Activities
The soil assessment activities described herein 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 2022, the most recent versions of U.S.
Environmental Protection Agency (EPA) Region IV Laboratory Services and Applied Science
Division (LSASD) Field Branches Quality System and Technical Procedures guidance, and the
DEQ Brownfields Minimum Requirements Checklist for Site Assessment Work Plans and
Reports dated March 2023.
The purpose of the final grade soil assessment activities is to evaluate potential direct exposure
risks to future Site occupants and workers from shallow soil in landscaped areas at the Site. A
description of the final grade soil assessment activities is provided in the following sections.
2.1 Final Grade Soil Sampling Activities
Based on review of the Required Overall Planting Plan, observations at the Site, and
communications with the PD, landscaped areas at the Site have been identified and divided into
three (3) final grade evaluation areas (FG-1 through FG-3). To evaluate soil within each final
grade evaluation area, five (5) shallow soil borings will be advanced in each area for collection
of aliquot soil samples. The final grade evaluation areas and approximate locations of the aliquot
soil boring locations are shown in Figure 3.
Each aliquot soil boring will be advanced from the surface to approximately two (2) feet below
ground surface (ft bgs) using a decontaminated stainless-steel hand auger. During boring
advancement, continuous soil samples will be collected from the center of the hand auger bucket.
Soil samples will be described for lithologic purposes and observed for obvious evidence of
staining and unusual odors. A portion of the soil sample from each aliquot location will be
allowed to volatilize and will be field screened for the presence of volatile organic vapors using a
calibrated photoionization detector (PID).
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Remaining portions of the aliquot soil samples will be homogenized to form a composite soil
sample representative of shallow soil in each evaluation area. Composite soil samples will be
submitted for laboratory 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.
Based on results of field screening, a grab soil sample from an undisturbed portion of the aliquot
location exhibiting the highest likelihood for impact will be collected from each of the final
grade evaluation areas and will be submitted for laboratory analysis of volatile organic
compounds (VOCs) by EPA Method 8260. If field screening results do not identify the obvious
presence of impacts in an aliquot soil sample within an evaluation area, the final grade evaluation
area grab sample will be collected from the 1 to 2 ft bgs sample interval from a randomly
selected aliquot soil boring in each evaluation area.
Soil samples selected for laboratory analysis will be collected directly into laboratory-supplied
glassware; labeled with the sample identification, date, and requested analysis; and placed in a
laboratory supplied cooler with ice. The sample cooler will be submitted to a North Carolina
certified laboratory under standard chain of custody protocols. A final grade soil sample
summary is provided as Table 1.
Following sampling activities, the soil borings will be abandoned and the surfaces will be
repaired similar to pre-drilling conditions. In addition, the soil sample locations will be
estimated using a hand-held global positioning system (GPS) unit.
2.2 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 (1) duplicate soil
sample (FG-DUP) as part of the final grade sampling. The duplicate sample will be submitted
for the same analyses as the parent soil sample.
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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 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. H&H will
request that laboratory method detection limits for each analyte be at or below the DEQ
Residential Preliminary Soil Remediation Goals (PSRGs), 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 the final grade soil 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 requested for this
project. A copy of the completed chain-of-custody record and shipping receipt will be appended
to the corresponding laboratory analytical report and will be included with the final report.
2.3 Investigation Derived Waste
Based on results of previous soil assessment completed at the Site, investigation derived waste
(IDW) generated during the assessment activities will be thin spread on-Site. However, if
significant impacts are suspected based on field screening results (i.e., presence of free product,
etc.), the soil cuttings 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
sample (if collected), the IDW will be managed in general accordance with DEQ IHSB 15A
NCAC 02T.1503 and 15A NCAC 02H. 0106 rules.
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3.0 Reporting
Following completion of the assessment activities and receipt of the laboratory analytical data,
H&H will prepare a Final Grade Soil Assessment Report. The report will include a description
of field activities, field screening results, a tabular summary of the analytical results in
comparison to regulatory screening levels, risk calculations, boring logs in tabular form (will
include boring IDs, field screening/PID results, and soil descriptions), figures depicting the
sample locations, laboratory analytical reports and chain of custody records, a discussion of
QA/QC data, and conclusions and recommendations based upon our assessment activities. The
report will be sealed by a North Carolina Professional Engineer (PE) or Professional Geologist
(PG) and the firm PE/PG numbers will be provided.
Table
Table 1 Proposed Final Grade Soil Sample Summary South and Hollis LoSo Charlotte, North Carolina H&H Job No. AKR-007 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/akridge/akr.007 loso brownfields implementation/final grade soil assessment/work plan/table 1 - sample summary.docx Sample ID Sample Objective Aliquot Soil Borings Aliquot Boring Depth (ft bgs) Grab VOC Samples (8260) Composite SVOC Samples (8270) Composite RCRA Metals + Hexavalent Chromium Samples (6020/7471/7199) FG-1 Shallow Soil Exposure Risk 5 2 1 1 1 FG-2 5 2 1 1 1 FG-3 5 2 1 1 1 FG-DUP QA/QC 5 2 1 1 1 Notes: U.S. Environmental Protection Agency analytical method is shown in parentheses. VOCs = volatile organic compounds; SVOCs = semi-VOCs; RCRA = Resource Conservation and Recovery Act ft bgs = feet below ground surface; QA/QC = quality assurance/quality control The duplicate sample location will be selected in the field.
Figures
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 August, 2021.
SITE LOCATION MAP
SOUTH AND HOLLIS LOSOSOUTH BOULEVARD AND HOLLIS ROADCHARLOTTE, NORTH CAROLINA
DATE: 7-25-2023
JOB NO: AKR-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
0 2,000 4,000
SCALE IN FEET
SITE
Path: S:\AAA-Master Projects\Akridge\AKR.007 LoSo Brownfields Implementation\Redevelopment Report\2022\Figures\Figure-1.mxdN
U.S.G.S. QUADRANGLE MAP
CHARLOTTE EAST, NORTH CAROLINA 2019CHARLOTTE WEST, NORTH CAROLINA 2019
QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)
REVISION NO. 0
JOB NO. AKR-007
DATE: 7-25-23
FIGURE NO. 2
SOUTH AND HOLLIS LOSO
SOUTH BOULEVARD AND HOLLIS ROAD
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
PARCEL BOUNDARY LINE
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
H
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A
D
UNDER
CONSTRUCTION
MULTI-TENANT RETAIL
(3609 SOUTH BOULEVARD)
RESIDENTIAL
WESTON STREETSOUTH BOULEVARDSOUTH BOULEVARDH
A
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T
F
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D
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GOLDIES
(3601 SOUTH BOULEVARD)
NOTES:
1. PARCEL DATA AND AERIAL IMAGERY OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
SATTO TIRES
(3407 SOUTH BOULEVARD)
MASTER AUTO COLLISION
(3411 SOUTH BOULEVARD)S:\AAA-Master Projects\Akridge\AKR.007 LoSo Brownfields Implementation\Redevelopment Report\2022\Figures\Site Map_20220810.dwg, FIG.2 (2), 7/25/2023 3:16:16 PM, shaynes
REVISION NO. 0
JOB NO. AKR-007
DATE: 8-23-23
FIGURE NO. 3
SOUTH AND HOLLIS LOSO
SOUTH BOULEVARD AND HOLLIS ROAD
CHARLOTTE, NORTH CAROLINA
PROPOSED FINAL GRADE SOIL SAMPLE
LOCATION MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
PARCEL BOUNDARY LINE
LIGHT RAIL
RESIDENTIAL BUILDING FOOTPRINT
PROPOSED LANDSCAPING AREA
PAVED AREA
RETAIL/AMENITY SPACE
PROPOSED FG-1 SOIL SAMPLE
LOCATION
PROPOSED FG-2 SOIL SAMPLE
LOCATION
PROPOSED FG-3 SOIL 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
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D WESTON STREETSOUTH BOULEVARDSOUTH BOULEVARDH
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NOTES:
1.BASE DATA OBTAINED FROM MECKLENBURG
COUNTY GIS, 2023.
2.OVERALL LANDSCAPE PLAN PREPARED BY LAND
DESIGN DATED FEBUARY 23, 2022.
FG-1BFG-1A
FG-1C
FG-1D
FG-1E
FG-3A
FG-3B
FG-3C
FG-3D
FG-3E FG-2E
FG-2C
FG-2B
FG-2A
FG-2D
PARKING DECK
COUR
T
Y
A
R
D
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Appendix A
Required Overall Planting Plan