20006_Southern wipers WP-Approval Assessment 2020.10.28

Roy COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
Sent Via E-Mail
Patrick W. Lowery, PG
Summit Engineering
Columbia Office
101 Rice Bent Way, Unit 9
Columbia, SC 29229
plowery(a, summit -companies. com
Subject: Work Plan Approval
NORTH CAROLINA
Environmental Quality
October 28, 2020
Southern Wipers Brownfields Site
Charlotte, Mecklenburg County
Brownfields Project No. 20006-16-060
Dear Mr. Lowry,
The Department of Environmental Quality (DEQ) Brownfields Program received your Additional
Assessment Work Plan Revision I dated October 21, 2020 for the above referenced
Brownfields Property. DEQ Brownfields reviewed this document, and determined that comments
made by DEQ Brownfields to the previous version of this work plan (dated September 17) have
been incorporated as requested. Therefore, DEQ Brownfields approves the current work plan.
Please be advised that this approval from DEQ Brownfields does not waive any applicable
requirement to obtain any necessary permits, licenses or certifications which may be required from
other state or local entities. If you have questions about this correspondence or require additional
information, please feel free to contact me by phone at 704/661-0330 or by email at
carolyn.minnichAncdenr. gov
Sincerely,
D't0 "41
Carolyn Mminch
Brownfields Project Manager
ec: Dixon, Wyatt [e-mail]
Franchina, David A. DFranchina(amcguirewoods.com
c, e DEQ��
North Carolina Department of Environmental Quality I Division of Waste Management
217 West ones Street 11646 Mail Service Center I Raleigh. North Carolina 27699-1646
919,707,8200

SUMMIT
ENGINEERING. LABORATORY. TESTING
ADDITIONAL ASSESSMENT WORK PLAN
Revision No. 1
SOUTHERN WIPERS
CHARLOTTE
MECKLENBURG COUNTY
NORTH CAROLINA
BROWNFIELDS PROJECT NO. 20006-16-060
SUMMIT PROJECT NO. 3586.01
Prepared For:
North Carolina Department of Environmental Quality
Brownfields Program
610 E. Center Avenue
Mooresville, NC 28115
Prepared By:
SUMMIT ENGINEERING, LABORATORY & TESTING, P.C.
3575 Centre Circle
Fort Mill, South Carolina 29715
704-504-1717
October 21, 2020
EN INEERIN ,& LABORATORY • TESTING
3575 Cenwe Circle Drive i Fort Mill, South Carolina 29715 1 (704) SW - 1717 1 (704) 504 - 1125 (Fox)
WVVW.SUMM1T- MPANIE .0 0M

SUMMIT
ENGINEERING . LABORATORY -TESTING
October 21, 2020
SUMMIT Engineering, Laboratory & Testing, P.C.
3575 Centre Circle
Fort Mill, South Carolina 29715
www.SUMMIT-companies.com
Phone: [phone]
Fax: [phone]
Ms. Carolyn Minnich
North Carolina Department of Environmental Quality
DWM - Brownfields
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Subject: Additional Assessment Work Plan- Revision No. 1
Southern Wipers
511 E 25th Street, 2200, 2214 & 2218 North Brevard Street
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
Brownfields Project Number 20006-16-060
Dear Ms. Minnich:
SUMMIT ENGINEERING, LABRATORY & TESTING, P.C. (SUMMIT) is pleased to submit the following
Additional Assessment Work Plan. This work plan is provided to outline assessment methodology
to characterize current site conditions. If you have any questions regarding our work plan, please do
not hesitate to call us at [phone].
inecrely, �5;10i1PrnI1frr"rirr
SUMMIT ##r�`�,t ` �N SZz
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SUMMIT's NC Engineering Firm License No. C-2530
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NE�Q�.'
Michael D. Zavislak, NRCC-EAC, C11�V4Ep ��5~
Environmental Department Manager
ENGINELHiNCi • LABORATORY • TESTING
3575 Centre Circle Drive i Fort Mill, South Carolina 29715 1 (704) 504 - 1717 1 (704) 504 - 1125 (Fax)
WVVW.SUMM1T- MPANIE .00M

Additional Assessment Work Plan
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
September 17, 2020
TABLE OF CONTENTS
1.0
INTRODUCTION.........................................................................................................................1
1.1.
PURPOSE.............................................................................................................................................1
1.2.
SITE DESCRIPTION..............................................................................................................................1
1.3.
ASSESSMENT HISTORY.......................................................................................................................1
1.4.
CURRENT DEVELOPMENT STATUS.....................................................................................................2
2.0
SCOPE OF WORK.......................................................................................................................3
2.1.
SOIL ASSESSMENT..............................................................................................................................3
2.2.
GROUNDWATER ASSESSMENT...........................................................................................................3
3.0
SAMPLING METHODOLOGY......................................................................................................5
3.1.
SOIL ASSESSMENT METHODOLOGY...................................................................................................5
3.2.
GROUNDWATER ASSESSMENT METHODOLOGY...............................................................................6
3.3.
SAMPLE POINT ABANDONMENT.......................................................................................................6
4.0
LABORATORY ANALYSIS.............................................................................................................7
5.0
QA/QC.......................................................................................................................................8
6.0
INVESTIGATION DERIVED WASTE (IDW) MANAGMENT
...........................................................9
7.0
REPORTING..............................................................................................................................10
TABLES
Table 1: Proposed Sample Summary Table
FIGURES
Figure 1: Topographic Map
Figure 2: Sample Location Plan
Figure 3: Assessment Sample Plan with Development Overlay
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Plan 8-31-20.docx

Additional Assessment Work Plan — Revision No. 1 SUMMIT Project No. 3586.01
Charlotte, Mecklenburg County, North Carolina October 21, 2020
1.0 INTRODUCTION
1.1. PURPOSE
SUMMIT ELT, P.C. (SUMMIT) is pleased to submit this proposed work plan for providing
Environmental Services associated with the development of the Southern Wipers Brownfields
Property, located at 511 E 25th Street, 2200, 2214 and 2218 N Brevard Street, in Charlotte, North
Carolina. This additional assessment work plan is intended assesses additional properties not
included in the original Brownfields Assessment.
1.2. SITE DESCRIPTION
The Brownfields Project area consists of an irregular shaped tract of commercial/industrial and
vacant land comprised of six (6) tax parcels totaling 5.279-acres in area. The Brownfields property is
developed with two (2) industrial warehouse type buildings located along N. Brevard Street and two
(2) industrial warehouse buildings located between E. 25th Street and E. 26th Street, east of Little
Sugar Creek. Vacant undeveloped parcels make up the remaining portions of the site. This additional
assessment work plan is focused on three (3) parcels located along N. Brevard Street (Mecklenburg
Parcels: 08305302, 08305305 and 08305306), which for the purpose of this work plan will be
referred to as the N. Brevard Street Parcels. The Southern Wipers Parcel (Mecklenburg
Parcel:08305308) consists of the property located east of Little Sugar Creek, which was previously
assessed as part of this Brownfields project in 2018. Parcels located along Little Sugar Creek
(Mecklenburg Parcels: 08305307 & 08305312) are currently in negotiations for land acquisition.
1.3. ASSESSMENT HISTORY
Phase I ESAs have been performed by SUMMIT ELT, PC for the Southern Wipers parcel located on
the N. Davidson Street side of the Brownfields property as well as the N. Brevard Street Parcels. On -
site and off -site RECs were identified to be associated with the subject parcels historical site usage
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Work Plan 8-31-20.docx

Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
and surrounding site industrial history. Known chlorinated and metal impacts with groundwater
were identified to have impacted the upgradient off -site properties adjacent to the Southern Wipers
Parcel.
A Brownfields Assessment was completed for the Southern Wipers Parcel, (511 E 25th Street) in
2018. Results confirm chlorinated VOCs and metals impacts (Arsenic, Hex Chromium) at this portion
of the Brownfields property. Additionally, metal impacts were identified in soil samples collected
from the Southern Wipers Parcel.
No assessment has been completed for the N. Brevard Street Parcels of the Brownfields property.
1.4. CURRENT DEVELOPMENT STATUS
The subject site parcels were previously developed for industrial use with four (4) industrial
warehouse type structures. Two (2) located at 511 E. 25th Street, formerly utilized by Southern
Wipers, is currently being utilized as tenant lease space to include auto repair and storage.
The two (2) industrial warehouse structures at 2214 and 2218 N Brevard Street are being utilized
as commercial office space and storage.
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Work Plan 8-31-20.docx

Additional Assessment Work Plan — Revision No. 1 SUMMIT Project No. 3586.01
Charlotte, Mecklenburg County, North Carolina October 21, 2020
2.0 SCOPE OF WORK
SUMMIT will contact North Carolina 811 in an effort to locate all underground utilities prior to
starting the proposed field activities. We cannot however be responsible for damage to any
underground feature that is not clearly marked in the field. SUMMIT requests the owner provide all
underground utility and structure information to us prior to our field investigation.
2.1. SOIL ASSESSMENT
SUMMIT proposes to complete seven (7) soil borings at the N. Brevard portion of the subject site.
Six (6) borings will be located in select areas of the site to assess the former use and current
conditions of the property, and one (1) boring will be located in the former UST basin (tank removed).
The UST basin boring will be advanced via direct push methods to anticipated depths of 15 feet
below ground surface (bgs). The remaining six (6) soil borings will be advanced via direct push
methods to anticipated depths of 8 to 10 feet below ground surface (bgs). Surface soil samples (0-
2 ft bgs) will be collected from the six soil borings. Sub -surface soil samples (>2 ft bgs) will be
collected from five (5) of the borings located in the proposed future structure footprints where
deeper soil intervals may be disturbed by redevelopment. All soil samples will be analyzed for the
presence of Volatile Organic Compounds by EPA Method 8260, Semi -Volatile Organic Compounds
by EPA Method 8270 and RCRA Metals, Hexavalent Chromium, Nickle, Copper, Zinc by EPA Methods
6020/7471/7196. A reference of sample collection and analysis can be viewed on Table 1.0 in of this
work plan. Soil sampling locations are provided on the attached Assessment Sampling Location
Plans, Figure 2 and Figure 3 of this report.
2.2. GROUNDWATER ASSESSMENT
Following completion of soil borings, SUMMIT proposes to extend select soil borings to water table
depths ranging from 10 to 20 ft bgs for the installation of five (5) Temporary Monitoring Wells
(TMWs). At each TMW location, a 1 inch, schedule 20 slotted PVC well screen will be placed in the
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
resulting borehole, with the borehole anulus filled with Type 3 filter sand. Alternatively, a prepacked
well screen product may be utilized in leu of sand filter pack.
In addition to the five (5) temporary wells planned for this assessment, the following six (6) existing
monitoring wells MW-17, MW-18, MW-19, MW-23, MW-24 and MW-25 associated with the
Southern Wipers Parcel and adjacent ARGI site will be sampled as part of this assessment.
All groundwater samples will be analyzed for the presence of Volatile Organic Compounds by EPA
Method 8260, Semi -Volatile Organic Compounds by EPA Method 8270 and RCRA Metals, Hexavalent
Chromium, Nickle, Copper, Zinc by EPA Methods 6020/7471/7196. A reference of sample collection
and analysis can be viewed on Table 1.0 of this work plan. Groundwater sampling locations are
provided on the attached Assessment Sampling Location Plan, Figure 2 and Figure 3 of this report.
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Additional Assessment Work Plan — Revision No. 1 SUMMIT Project No. 3586.01
Charlotte, Mecklenburg County, North Carolina October 21, 2020
3.0 SAMPLING METHODOLOGY
The purpose of the proposed assessment activities is to obtain environmental data related to the
current site conditions at the subject site. The work plan was developed following SUMMITs
experience with working on similar projects and is intended to be utilized to assist in the formation
of a DEQ Brownfield Agreement. All field sampling activities and reporting will be completed in
general accordance with the DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated
Sites (Guidelines) dated January 2020, this DEQ-approved Work Plan, and the most recent versions
of the U.S. Environmental Protection Agency (EPA) Region IV Science and Ecosystem Support Division
(SESD) Field Branches Quality System and Technical Procedures guidance. Work associated with the
work plan will be performed under the direction of a Licensed Geologist registered in the State of
North Carolina.
3.1. SOIL ASSESSMENT METHODOLOGY
The UST basin boring will be advanced via direct push methods to anticipated depths of 15 feet
below ground surface (bgs). SUMMIT will field screen the recovered soils in 2 ft intervals utilizing a
calibrated Photoionization Detector (PID). The interval displaying the most elevated VOC detections
or visual signs of impact will be selected for laboratory analysis. If field screening is inconclusive, the
soil boring interval determined to be the approximate bottom of the UST basin and/or the interval
directly above the water table (whichever is encountered first) will be selected for analysis.
The remaining six (6) soil borings will be advanced via direct push methods to anticipated depths of
8 to 10 feet below ground surface (bgs). SUMMIT will field screen the recovered soils in 2 ft intervals
utilizing a calibrated Photoionization Detector (PID). The 0-2 ft bgs interval (surface sample) will be
collected for lab analysis from all six (6) borings. The 2-4 ft bgs interval (sub -surface sample) will be
collected from five (5) borings that are located within the redevelopment building footprint.
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Additional Assessment Work Plan — Revision No. 1 SUMMIT Project No. 3586.01
Charlotte, Mecklenburg County, North Carolina October 21, 2020
Additionally, if deeper soil intervals display elevated VOC detections or visual signs of impacts in
these borings, they will additionally be selected for laboratory analysis.
3.2. GROUNDWATER ASSESSMENT METHODOLOGY
Five (5) temporary wells planned to be installed and sampled at the N. Brevard Parcels portion of the
Brownfields property as part of this additional assessment. Additionally, the following six (6) existing
monitoring wells MW-17, MW-18, MW-19, MW-23, MW-24 and MW-25 associated with the
Southern Wipers Parcel and adjoining AGRI site will be sampled as part of this additional assessment.
Prior to sample collection, all monitoring wells will be gauged and purged via the low -flow method
using a variable speed peristaltic pump and new dedicated tubing (or with a variable speed, electric
submersible pump if groundwater depths prohibit the use of peristaltic pumps) until consistent
values (i.e., less than 10%variance between consecutive readings) are obtained for dissolved oxygen,
specific conductivity, temperature, and consecutive pH measurements are within ± 0.2 pH units.
Additionally, turbidity will be monitored during purging with a calibrated turbidity meter and be
considered adequate when readings are consistently <10 NTUs. If drawdown cannot be controlled
during low -flow sampling (i.e. the well runs dry), the sample will be collected following static
recharge of the monitoring well. All purge and development water will be collected in DOT approved
steel 55-gallon drum for disposal. Following the purging process, a groundwater sample will be
collected in the laboratory provided containers from the monitoring well.
3.3. SAMPLE POINT ABANDONMENT
Soil Borings will be abandoned with soil cutting following collection. Temporary monitoring wells
will be abandoned in accordance with North Carolina Well Standards by a licensed well driller.
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
4.0 LABORATORY ANALYSIS
Samples will be submitted to a PACE Analytical, a North Carolina certified for analysis.
All collected soil samples with the exception of the background boring will be submitted to a North
Carolina certified laboratory for the analysis of Volatile Organic Compounds via EPA Method 8260,
Semi -Volatile Organic Compounds (SVOCs) via EPA Method 8270 and RCRA 8 Metals, Hexavalent
Chromium, Nickle, Cooper and Zinc by EPA Method 6020/7471/7196.
All collected groundwater samples will be submitted to a North Carolina certified laboratory for the
analysis of Volatile Organic Compounds via EPA Method 8260, Semi -Volatile Organic Compounds
(SVOCs) via EPA Method 8270 and RCRA 8 Metals, Hexavalent Chromium, Nickle, Cooper and Zinc
by EPA Method 6020/7471/7196.
Laboratory Reporting Limits (RLs) and method detection limits (MDLs) will be sufficient to report
concentrations below regulatory standards. "J" values will be reported when concentrations are
reported below the RL but above the MDL. Level II QA/QC will be reported with the laboratory
analysis.
Analytical Summary
Assessment Samples
Sample Media
# Samples
Laboratory Analysis
Soil
12
8260, 8270, 6020/7471/7196
Groundwater
11
8260, 8270, 6020/7471/7196
Quality Control Samples
Sample Media
# Samples
Laboratory Analysis
Duplicate Soil
1
8260, 8270, 6020/7471/7196
Duplicate Groundwater
1
8260, 8270, 6020/7471/7196
Trip Blank
1
8260, 8270, 6020/7471/7196
Field Blank
2
8260
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
5.0 QA/QC
One (1) duplicate sample per collected media will be analyzed in accordance with the analysis
outlined in Section 4.0 of this document and Table 1.0 of this work plan. Two (2) trip blanks are
anticipated for this assessment.
Additionally, two (2) VOC Field Blanks will be collected as part of this assessment.
All environmental samples will be packed, placed in coolers and shipped to a Nationally accredited
laboratory for the previously detailed parameters. Chain -of -Custody records will be maintained and
presented as attachments to our final submittal.
The laboratory selects MS/MSD randomly for batch analysis. Laboratory provided containers are
sufficient volume to analyze the sample by MS/MSD if selected in accordance with the laboratory
QA/QC policy.
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
6.0 INVESTIGATION DERIVED WASTE (IDW) MANAGMENT
Previous assessment data for the site and surrounding area of the site suggests that no hazardous
waste or concentrations exceeding industrial PSRGs are likely to be encountered. Soil cuttings
produced by well installation will be spread thin on the ground surface around each sampling
location. Purge water will be collected in steel DOT approved 55-gallon drums pending analysis. A
disposal decision will be made following a review of the analysis. No other IDW is anticipated for
this assessment.
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
7.0 REPORTING
A detailed report will be completed including, a summary report with a description of field activities,
tabulated data in comparison to applicable screening levels, historical data table and the laboratory
data packet with applicable QA/QC documentation (Level II QC), a site location map and site plan
with location of the sample point. Concentration map(s) for contaminants detected above
applicable standards will be included in the final report. Report will be completed by a NC PG or PE
with appropriate signatures and/or seals.
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Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
SUMMIT Project No. 3586.01
October 21, 2020
TABLES
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Table 1.0
Additional Assessment Work Plan
Southern Wipers
Brownfields Project No.: 20006-16-060
SUMMIT Project No.: 3586.01
Sample
Location ID
Media
Sampled
Sample Depth
Interval (ft bgs)
Lab Sample IDs
Sample Analysis
CA/QC Samples
Notes/Comments
TMW-1
GW
10-20'
TMW-1
VOC 8206, SVOC, 8270,
Metals (plus Hex
Chrome, Nickle,
Copper, Zinc)
6020/7471/7196
1 Duplicate - Trip Blank per cooler
Direct Push Temp. Wells installed to bracket the
water table.
TMW-2
GW
10-20'
TMW-2
TMW-3
GW
10-20'
TMW-3
TMW-4
GW
10-20'
TMW-4
TMW-5
GW
10-20'
TMW-5
MW-17
GW
10-20'
MW-17
Existing monitoring wells on the 511 E. 25th
Street parcel of the subject site.
MW-18
GW
10-20'
MW-18
MW-19
GW
10-20'
MW-19
MW-23
GW
10-20'
MW-23
MW-24
GW
10-20'
MW-24
MW-25
GW
10-20'
MW-25
SB-1
Soil
0-2'
SB-1-0-2
VOC 8206, SVOC, 8270,
Metals (plus Hex
Chrom, Nickle, Copper,
Zinc) 6020/7471/7196
1 Duplicate - Trip Blank per cooler
Surface and sub -surface soil samples to assess
current site condtions.
2-4'
SB-1-2-4
SB-2
Soil
0-2'
SB-2-0-2
2-4'
SB-2-2-4
SB-3
Soil
0-2'
SB-3-0-2
2-4'
SB-3-2-4
SB-4
Soil
0-2'
SB-4-0-2
2-4'
SB-4-2-4
SB-5
Soil
0-2'
SB-5-0-2
2-4'
SB-5-2-4
SB-6
Soil
0-2'
SB-6-0-2
Surface soil samples to assess current site
conditions.
SB-7
Soil
10-15'
SB-7
Sub -surface soil sample in former UST basin
selected by field screening.
Sample Analysis will be compared to the current NC DWM PSRGs and Risk Calculations.
Background samples not anticipated
ENGINEERING • LABORATORY • TESTING
3575 Centre Circle Drive I Fort Mill, South Carolina 29715 1 (704) 504 - 1717 I (704) 504 - 1125 (Fax)
WWW.SUMMIT-COMPANIES.COM

Additional Assessment Work Plan — Revision No. 1
Charlotte, Mecklenburg County, North Carolina
FIGURES
SUMMIT Project No. 3586.01
October 21, 2020
C:\plowery\Documents\2-Projects\3586.24 25th & Brevard Holdings, LLC\DEQ Work Plan\Appendix Figures.rtf

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Source: USGS Topographic 7.5' Quadrangle Prepared By\Date: PL/08/20
Checked By\Date: MZ/08/20
Site Location Map
Southern Wipers
lz"IL E. 25th St. & N. Brevard St.
SUMMIT Charlotte, North Carolina
Fountians NoDa Holding, LLC Scale
1420 East 7th Street, Suite 150 As Shown
Charlotte, NC 28204 Figure 1

Av
,{
nd On
OR
FormerBasinFIJ f •
Land Acquisitions in Process
i 5010 F
coadottr: s+
KEY-
♦ Temporary Monitoring Well
#1
O Surface Soil Sampling Location
O Surface & Subsurface Soil Sample Location Y
e
• Existing Monitoring Well
000125.025 1. 0.05 iles-• 'f v' r
CIL
Source: Drawn by SUMMIT
Prepared By\Date: PL/10/20
Assessment Sampling Plan Checked By\Date: MZ/10/20
//Ad& Southern Wipers Brownfields NC DEQ Brownfields
E. 25th & N. Brevard Streets 610 East Center Avenue, Suite 301 Scale
SUMMIT Charlotte, NC Mooresville, NC 28115 NTS
Figure 2

1 11
Commercial Office ti
Residential
Former UST Basin
Residential
AO
-k-
KEY AC
A Temporary Monitoring Well
Surface Soil Sampling Location
0 Surface & Subsurface Soil Sample Location
• Existing Monitoring Well
Source: Drawn by SUMMIT
Prepared By\Date: PL/10/20
Assessment Plan with Development Overlay Checked By\Date: MZ/10/20
Southern Wipers Brownfields NC DEQ Brownfields
Ad& E. 25th & N. Brevard Streets 610 East Center Avenue, Suite 301 Scale
SUMMIT Charlotte, NC Mooresville, NC 28115 As Shown Figure 3

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
BROWNFIELDS PROPERTY RECEPTOR SURVEY
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. Please provide the
information requested below. Distances are measured from the site property boundary unless otherwise indicated
by the DEQ Brownfield's Project Manager (PM).
Site:
Address:
City:
County:
Southern Wipers
511 E. 25th Street, 2200, 2214 & 2218 N. Brevard Street
Charlotte
Brownfields Project Number: 20006-16-060
ProperPropertV and Building Characteristics
Surface Conditions
Current Usage
Proposed Usage
Size of Property (acres)
5.279
% of property that is wooded/brush
10
Mixed Use Commercial Office
and Residential
% of property that is grassed areas
10
% of property that is agricultural crops
0
% of property that is paved
40
% of property that is covered by buildings
40
If an existing building is on -site, please respond to the following. Information can be provided on additional sheets
as needed. If numerous buildings are on -site, consult with your PM as only information on specific buildings may
be needed.
a. Provide occupancy and use information.
511 E 25th Street - Utilized for storage and light automotive repair
2200-2018 N. Brevard Street - Vacant warehouse, commercial office, vacant undeveloped land
b. Describe the construction of the building including materials (e.g. wood frame, block), type and size of openings
(e.g. windows, bay doors), and height (number of stories).
All structures are block buildings with the exception of a few metal storage buildings on 511 E 25th Street.
all structures are single story with the exception of a basement area on 511 E. 25th Street
c. Describe the foundation construction. Include details on type, floor construction, and depth below grade.
All buildings slab on grade foundations with the exception of a basement area in one area of 511 E. 25th.
d. Describe the HVAC system in the building. Include available details on type, equipment location, source of air
return, and design considerations (e.g. positive pressure?).
511 E25th Street - No HVAC
2200-2018 N. Brevard - standard commercial HVAC.
e. Are any subslab ventilation systems or moisture barriers in place? If so, please provide details.
No
Rev. 09/2016 Page 1 of 3

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Surrounding Property Land Use
Please provide information on the following land uses in the vicinity of the subject site, including a map of the
surrounding areas. If specific receptors are present, please provide addresses of the facilities.
Zoning/Land Use
Current Use/Occupant
Proposed Usage
North
Rail Yard and Blue Line
South
Industrial and Commercial
East
Industrial and Commercial
West
Undeveloped and multi -family residential
Specific Land Uses of Interest
Y/N *
Distance� fI�
Direction
Address
Is a school or daycare center within 1,000 ft of the
N
See Ma
Is there a residence within 1,000 ft of the Property?
Y
See Ma
Is there a basement within 1,000 ft of the Property
IN
I
I
ISee Ma p I
* If numerous facilities of interest are present, their locations can be placed on a map in lieu of providing specific
addresses.
Utilities
For the subject property, please provide a map of known buried utilities. If available, include depth to top,
construction material, and diameter of the utilities. In addition, please provide the following information on utility
providers. If additional assessment is required, the public utility locators should be contacted. This information
can then be added to a site map.
Is there a septic system on -site? (Y or N) N
Please provide the utility providers for the subject property
a. Natural Gas Piedmont Natural Gas
b. Sewer _ City of Charlotte
c. Electricity _ Duke Energy
d. Other _ City of Charlotte - Water
For surrounding properties, please complete the following table with available information.
Utility/Potential Receptor
YIN
Distance � (ft)
Direction
Is a storm water pipe within 100 ft of the Property boundary?
N
>200tt
N. Davidson
Is a sanitary sewer within 100 ft of the Property boundary?
Y
djoh'i"g
nn sides
Is a septic system leach field within 500 ft of the Property boundary?
N
Is a water line main within 100 ft of Property boundary?
N
Is a natural gas line main within 100 ft of the Property boundary?
N
Is a buried telephone/ cable main within 100 ft of the Property boundary?
N
overhead
Is a buried electrical cable main within 100 ft of Property boundary?
N
overhead
* If yes, please provide a map or detailed information (distance, direction, depth) of the utility in correlation with
the subject property.
Rev. 09/2016 Page 2 of 3

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Water Supply
The purpose of this section is to provide information on the water supply for the site and surrounding areas.
What is the potable water supply for the property? Public * Private
If Private, please provide details of the water supply source (i.e. well location, well construction, etc). If public,
please include the water providers name.
Please provide the following information regarding water supply wells in the vicinity of the Property. At a
minimum, a windshield survey within 1,500 ft of the property boundaries should be completed to determine if
water supply or irrigation wells may be present. Information from applicable databases can and should be
utilized; however, should not be utilized in lieu of the windshield survey. If multiple wells are present within the
requested radius, please provide a map of the well locations. If needed, please attach a separate table to list all
wells. Please note, the PM may opt for a more extensive water supply well survey if needed.
Water Supply Wells
Y/N
Distance� ft�
Direction
Address
Is a public water supply well within 1 mile of the Property boundary?
N
Is a private water supply well within 1,500 ft of the Property
N
Is an irrigation well within 1,500 ft of the Property boundary?
jUnknownl
Surface Water & Wetlands
The purpose of this section is to provide information on the presence of surface waters and/or wetlands on, or in
the vicinity of the Property.
Provide Information regarding Surface Water
Response/Comments
and Wetlands
Are there surface water features on the
property? (If yes, please complete a. to d.)
YES - Little Sugar Creek
a. Is the water body naturally developed or
man-made?
Natural with Man-made embankments
b. List the uses of the water body.
Not for recreational use. Stormwater/flooding control
c. What is the source of the water for the
water body?
Natural Creek
d. What is the nature of the bottom of the
water body (e.g., rocky or concrete bottom,
Rocky
drainage ways or impoundments)
If no on -site surface water features, what is the
nearest surface water body?
Are there any wetlands present on the
property? If no wetlands on -site, are wetlands
No Wetlands
suspected on adjoining properties?
Rev. 09/2016 Page 3 of 3

IN
w'
` -•�1,000 FT
LA
Utility Information
Water, Sewer, Gas and stormwater
utilities were observed along all Streets.
All properties serviced by utilities.
Source: Drawn by SUMMIT. Base Map provided by Google Earth Pro
P
Receptor Information
See Receptor Map Key
0 s
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Prepared By\Date: PL/10/20
1,000 FT Radius Map Checked By\Date: MZ/10/20
//AMk
Fountains NoDA Holdings, LLC
Southern Wipers 1420 East 7th Street Scale
SUMMIT 511 E. 25th Street Suite 150 As Shown
Charlotte, NC Charlotte, NC 28204

Table 1.0
Receptor Map ID Key
Map ID
Address
Owner
Property Use/Notes
1
2120 N. Brevard Street
WD-4 Wood NODA Owner LLC
Multi -Family Apartments
2
2115 Yadkin Ave
Krishan Intwala
SF Residential on Crawlspace
2
2117 Yadkin Ave
Jeffery Bambrick
SF Residential on Crawlspace
2
2121 Yadkin Ave
Tyler Bush
SF Residential on Crawlspace
2
2125 Yadkin Ave
Savannah Powell
SF Residential on Crawlspace
2
2201 Yadkin Ave
Dustin Shearon
SF Residential on Crawlspace
2
2205 Yadkin Ave
Michael Townsend
SF Residential on Crawlspace
2
2209 Yadkin Ave
Stanely Ramierz
SF Residential on Crawlspace
2
2215 Yadkin Ave
Sarah Davis
SF Residential on Crawlspace
2
2217 Yadkin Ave
Charles Bohannon
SF Residential on Crawlspace
2
2221 Yadkin Ave
William Brown
SF Residential on Crawlspace
2
2225 Yadkin Ave
Alison Peltier
SF Residential on Crawlspace
3
2320 N Davidson
RRPIV NODA SAG JV LLC
Multi -Family Apartments