22007 Brownfields Assessment Work Plan Rev 1_South Tryon Commercial_(BPN 22007-18-060)_20180509

i

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
Brownfields Assessment Work Plan
South Tryon Commercial
Charlotte, North Carolina
H&H Job No. RMR-003

Table of Contents

1.0 Introduction .............................................................................................................................1 
1.1 Background ............................................................................................................................1 
1.2 Previous Assessment Activities .............................................................................................2 
2.0 Brownfields Assessment Activities ........................................................................................5 
2.1 Receptor Survey ....................................................................................................................5 
2.2 Soil Assessment Activities ....................................................................................................6 
2.3 Soil Vapor Sampling Activities .............................................................................................7 
2.4 Quality Assurance – Quality Control ....................................................................................8 
2.5 Investigation Derived Waste .................................................................................................9 
2.6 Reporting .............................................................................................................................10 

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Proposed Sample Location Map

List of Appendices

Appendix A Template Brownfields Property Receptor Survey Form

1

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
Brownfields Assessment Work Plan
South Tryon Commercial
Charlotte, North Carolina
H&H Job No. RMR-003

1.0 Introduction

Hart & Hickman, PC (H&H) is providing this Work Plan to conduct Brownfields assessment
activities at the South Tryon Commercial Brownfields property (Brownfields Project No. 22007-
18-060) located northeast of the South Tryon Street and West Tremont Avenue intersection in
Charlotte, Mecklenburg County, North Carolina (Site). The subject Site consists of two
contiguous parcels totaling approximately 2.4 acres of undeveloped vacant land located in a
mixed commercial and residential area in South End Charlotte.

Future redevelopment at the Site includes construction of three commercial buildings with
associated parking areas and open spaces. The future intended uses of the new buildings include
retail and office spaces. A Site location map is provided as Figure 1, and the Site and
surrounding area are shown on Figure 2.

1.1 Background

The Site was undeveloped land until approximately the late 1930s when the west-central portion
of the Site along S. Tryon Street was first developed with a farm machinery service company
that was later used as an electrical supply warehouse. An addition was constructed on the
northern side of the electrical supply warehouse building in the late 1970s. The electrical supply
warehouse operated until the 1990s when the building was occupied by Grinnell Fire Sprinkler
Systems. The property was then vacant until 2005 when it was purchased by DCI properties and
leased to a dog daycare center.

A restaurant operated in the west-central portion of the Site south of the electrical supply
warehouse building between 1948 and the mid-1960s. The restaurant building was demolished
in the early 1980s. A warehouse building constructed in the southern portion of the Site near W.
2

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
Tremont Avenue was occupied by a motor freight company beginning in the 1940s and later a
welding supply company in the 1960s. By 1980, the original 1940s warehouse building in the
southern portion of the Site was demolished and B&B Contracting Co., Inc. constructed a new
building which was used as a drywall contracting business until the late 2000s. The northern
portion of the Site remained undeveloped until the late 1960s when it was developed with a
Terminix facility. Terminix operations continued in the northern and northeastern portions of
the Site until the late 2000s. The Site buildings were razed in 2011. Approximate locations of
former Site buildings are depicted on Figure 2.

1.2 Previous Assessment Activities

H&H recently completed a Phase I ESA which included the Site and the east adjacent West
Tremont Brownfields property. Results of previous assessment activities conducted east of the
former Terminix facility (Figure 2) identified pesticide compounds at concentrations exceeding
the North Carolina Department of Environmental Quality (DEQ) screening criteria in soil and
groundwater. A Brownfields Agreement (Brownfields Project No. 14009-10-60) between 330
West Tremont, LLC and DEQ was executed on October 15, 2010 and includes the approximately
2.18-acre parcel adjacent to the east of the Site. The West Tremont Brownfields property was
subsequently developed with the Three 30 Five luxury apartments. The limits of the West
Tremont Brownfields property are depicted on Figure 2.

Results of the recent Phase I ESA identified the following potential environmental concerns
associated with the Site which are not covered by the east adjacent West Tremont Brownfields
Agreement:
 The former Virginia Carolina Chemical Company facility is located adjacent to the south
across W. Tremont Avenue and topographically cross-gradient to upgradient of the Site. The
Virginia Chemical Company formerly operated as a phosphate fertilizer plant from at least
the 1890s until the 1960s. Results of assessment activities conducted on the former Virginia
Carolina Chemical Company property have identified the presence of lead, arsenic,
tetrachloroethene (PCE), and trichloroethene (TCE) in groundwater at concentrations
3

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
exceeding the DEQ 2L Groundwater Standards.

The former Parks Cramer facility (a.k.a. Atherton Mill Property) is located approximately
1,100 ft east-southeast and topographically upgradient of the Site. Parks Cramer
manufactured textile-related equipment. Soil and groundwater impacts consisting of
chlorinated solvent and petroleum-related compounds associated with former Parks Cramer
operations are well documented. Groundwater impacts extend downgradient of the Parks
Cramer property and have been identified within approximately 400 ft of the Site. Plume
migration modeling prepared by the consultant for Parks Cramer indicated that the plume is
expected to travel toward the Site.

In July 2007, H&H conducted soil and groundwater sampling activities at the Site on behalf
of a previous prospective purchaser. Results of groundwater assessment activities identified
low levels of PCE and TCE at concentrations exceeding the DEQ 2L Groundwater Standards
in monitoring wells installed in western and southwestern portions of the Site. The PCE and
TCE detections in the 2007 groundwater samples and the potential for groundwater impacts
from nearby off-Site sources (Virginia Carolina Chemical Company and the Parks Cramer
properties) to migrate toward the Site represent a potential environmental concern for the
Site. Previous groundwater sample locations and concentrations of compounds of concern
are shown on Figure 3.

The Site received eligibility into the DEQ Brownfields Program via a Letter of Eligibility dated
February 18, 2018. Ram Realty Acquisitions V LLC (the Prospective Developer or PD)
subsequently elected to participate in the Brownfields Program Redevelopment Now option. As
part of this process, a kick-off/data gap meeting with PD, counsel for the PD, DEQ Brownfields
personnel, and H&H was held on March 22, 2018 to conduct a Site walk, to discuss historical
uses of the Site, available environmental information, proposed redevelopment plans, data gaps,
and the proposed schedule for completing the Brownfields Agreement.

H&H proposes to conduct soil and soil vapor assessment activities at the Site to evaluate the
4

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
potential for impacts associated with environmental concerns identified during previous Phase I
ESA activities and the recent data gap meeting. In addition, H&H proposes to collect
background soil samples at the Site to establish Site-specific ranges for naturally occurring
metals. H&H will also complete receptor survey activities in the area surrounding the Site as
part of the proposed assessment. Our proposed scope of work is outlined in the following
sections.
5

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
2.0 Brownfields Assessment Activities

The proposed assessment activities will be performed in general accordance with the DEQ
Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup (Guidelines)
dated October 2015, the DEQ Division of Waste Management (DWM) Vapor Intrusion
Guidance (VI Guidance) dated March 2018, and most recent versions of the U.S. Environmental
Protection Agency (EPA) Region IV Science and Ecosystem Support (SESD) Field Branches
Quality System and Technical Procedures guidance.

Prior to conducting the field activities, H&H will contact North Carolina 811, the public utility
locator, to mark subsurface utilities located on the Site. H&H will also contract with a private
utility locator to screen proposed sample locations for subgrade utilities that may not be marked
by the public locator. Additionally, soil boring locations will be hand cleared to approximately 5
feet (ft) below the ground surface (bgs) prior to use of mechanical drilling equipment to further
screen the boring locations for the presence of subsurface utilities.

2.1 Receptor Survey

H&H will perform a Brownfields receptor survey in accordance with DEQ Brownfields Section
guidance. The receptor survey will include information about land use in the Site area including
zoning. H&H will also conduct a field search for water supply wells, basements, utility
manways and chases, storm sewers, other underground utilities, drains, and surface water within
a 1,500 ft radius of the Brownfield property boundaries. In addition, H&H will review the
online Mecklenburg County Well Information System about potential wells in the area and, if
warranted, contact utility companies for information concerning underground utilities in the
immediate area of the Site. A template copy of the Brownfields Property Receptor Survey form
is provided in Appendix A.
6

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
2.2 Soil Assessment Activities

H&H will contract a qualified drilling contractor to advance six (6) soil borings to depths of
approximately 10 ft bgs and collect soil samples for laboratory analysis from each boring to
evaluate the potential for impact in areas where future grading is planned. Proposed soil sample
locations (denoted by SB nomenclature) are depicted on Figure 3 and will be advanced in the
following areas:

 within the footprint of the former farm machinery service building and electrical supply
warehouse (SB-1 through SB-3); and
 within the footprint of the former motor freight station and welding warehouse building
(SB-4 through SB-6)

The soil borings will be advanced utilizing a track-mounted direct push technology (DPT) drill
rig. Continuous soil samples will be collected from the borings using acetate lined macrocore
sleeves. Soil samples will be logged for lithological description and field screened for indication
of potential impacts by observation for staining, and the presence of organic vapors using a
calibrated photoionization detector (PID). Based upon field screening results, one soil sample
will be collected from each soil boring for laboratory analysis from the depth interval interpreted
most likely to be impacted. If there are no obvious indications of potential impact based on field
screening results, H&H will collect samples from depth intervals representative of cut depths in
the area of the boring based on review of the most recent grading plan.

Soil samples selected for analysis will be placed directly into dedicated laboratory-supplied
sample containers, labeled with the sample identification, date, time and requested analysis, and
submitted to a North Carolina certified laboratory under standard chain of custody protocols for
analysis of volatile organic compounds (VOCs) by EPA Method 8260, semi-VOCs (SVOCs) by
EPA Method 8270, and Resource Conservation and Recovery Act (RCRA) metals plus
hexavalent chromium by EPA Methods 6020/7471/7196. Per DEQ Brownfields request, soil
samples collected from borings advanced within the footprint of the former farm machinery
service building and electrical supply warehouse (SB-1 through SB-3) will also be submitted for
7

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
laboratory analysis of polychlorinated biphenyls (PCBs) by EPA Method 8082. Additionally,
H&H will collect soil samples for PCB Congeners by EPA Method 1668, and request that the
laboratory hold the samples pending analytical results for samples analyzed for PCBs by EPA
Method 8082. If PCB aroclor compounds are detected at concentrations exceeding the DEQ
IHSB Commercial/Industrial PSRGs in a sample, that sample will be analyzed for PCB
congeners.

H&H will also collect two (2) background soil samples from areas at the Site that do not appear
to have been affected by historical operations to establish Site-specific background
concentrations for metals. The locations of the background soil samples will be determined
based upon review of historical resources and observations made by H&H personnel while in the
field. The samples will be collected from a range of depths consistent with the depths of the
samples collected from the areas of concern, with at least one sample collected from shallow soil
(i.e., 1-3 ft bgs). The background soil samples will be submitted for analysis of RCRA metals
plus hexavalent chromium by EPA Methods 6020/7471/7196.

Following sampling activities, the soil sample borings will be properly abandoned and the
surfaces will be repaired similar to pre-drilling conditions. Additionally, the soil sample
locations will be estimated using a global positioning system (GPS) unit.

2.3 Soil Vapor Sampling Activities

Review of available environmental reports indicates that low levels of chlorinated solvent
compounds have been detected in Site groundwater at concentrations above the DEQ DWM
vapor intrusion screening levels. H&H proposes to collect seven (7) soil vapor samples within
the approximate footprint of the proposed commercial buildings to evaluate the potential for
vapor intrusion. Soil vapor monitoring point locations (denoted by VMP nomenclature) are
shown in Figure 3.

The soil vapor monitoring points will be installed utilizing the track-mounted DPT drill rig to
advance soil borings to approximately 10 ft bgs within the footprint of the proposed buildings.
8

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
After advancing the boring to depth, a six-inch stainless-steel screen point fitted with ¼-inch
diameter Teflon® tubing will be installed within each borehole. Filter sand will be placed from
the base of the boring to 6-inches above the screened interval. The sampling points will be
completed by placing hydrated bentonite from the top of the filter sand to the ground surface.

Prior to sampling, a leak check will be conducted at each soil vapor monitoring point by
constructing a shroud around the sampling point and flooding the air within the shroud with
helium gas. Helium within the shroud will be monitored using a helium gas detector. Vapor
from the monitoring point sample tubing will be purged and sampled outside of the shroud into a
Tedlar® bag and analyzed using the helium gas detector to ensure that helium concentrations are
less than 10% of the concentration measured within the shroud.

Following a successful field leak check, the vapor samples will be collected into six-liter Summa
canisters for laboratory analysis by connecting the Teflon® sample tubing to an airflow regulator
using a brass nut and ferrule assembly to create an air tight seal. The airflow regulator will be
calibrated by the laboratory to allow the Summa canisters to fill slowly over a period of
approximately one hour per point. Upon completion of sample collection, the air flow regulator
will be removed from the Summa canister and the samples will be packaged and shipped to the
laboratory for analysis of VOCs by EPA Method TO-15.

Following sampling activities, the vapor monitoring points will be properly abandoned and the
surfaces will be repaired similar to pre-drilling conditions. Additionally, the soil vapor sample
locations will be estimated using a GPS unit.

2.4 Quality Assurance – Quality Control

Non-dedicated equipment and tools will be decontaminated prior to use at each boring or
sampling location or following exposure to soil or groundwater. For quality assurance and
quality control purposes (QA/QC), one trip blank will be submitted for analysis of VOCs by
EPA Method 8260 for each soil sample shipment. To evaluate the reproducibility of the sample
results, H&H will collect one duplicate soil sample that will be submitted for VOCs by EPA
9

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
Method 8260, SVOCs by EPA Method 8270, and RCRA metals plus hexavalent chromium by
EPA Method 6010/7471/7196. In addition, H&H will collect a duplicate soil vapor sample that
will be submitted for VOCs by EPA Method TO-15.

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. Laboratory reporting limits for each analyte will be at or below appropriate
screening criteria, where possible. Additionally, H&H will request that the laboratory include
estimated concentrations for compounds that are detected at levels above the laboratory method
detection limit, but below the laboratory reporting limit (J flags).

The laboratory analytical data report and QA package for each group of samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be 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 included with the final report.

2.5 Investigation Derived Waste

Investigation derived waste (IDW) generated during the assessment activities will be thin spread
on-Site. However, if significant impacts are suspected (i.e., elevated PID readings, 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
samples, the drums will be transported off-Site to a suitable facility for disposal. IDW generated
during the proposed assessment activities will be managed in accordance with DEQ IHSB
Guidelines.
10

S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Brownfields Assessment Workplan\final to
DEQ\Brownfields Assessment Work Plan_South Tryon Commercial_(BPN 22007-18-060)_20180503.doc
2.6 Reporting

Following completion of the assessment activities and receipt of the analytical data, H&H will
document our findings in a Brownfields assessment report. The report will include a description
of the sampling activities, a figure depicting sample locations, soil boring logs and vapor
monitoring point construction logs, a discussion of the data in comparison to regulatory
screening levels, laboratory analytical data reports, and conclusions and recommendations
concerning our activities.

TITLE
PROJECT
SITE LOCATION MAP
SOUTH TRYON COMMERCIAL
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
04-10-18 0
1RMR-003
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NORTH CAROLINA, 1991
REVISION NO. 0
JOB NO. RMR-003
DATE: 4-12-18
FIGURE NO. 2
SOUTH TRYON COMMERCIAL
CHARLOTTE, NORTH CAROLINA
SITE & SURROUNDING AREA MAP
LEGEND
SITE PROPERTY BOUNDARY
LIMITS OF WEST TREMONT BROWNFIELDS
AGREEMENT
FORMER BUILDING FOOTPRINT
APPROXIMATE LOCATION OF FORMER
GASOLINE UNDERGROUND STORAGE TANK
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
MOTOR FRE
I
G
H
T

S
T
A
T
I
O
N
(1950-1950)
S. TR
Y
O
N
S
T
R
E
E
T
FORMER B&B CONTRACTING
COMPANY
W.TREMONT A
V
E
N
U
E
DO
GG
E
T
T

S
TR
E
E
T
NOTES:
1. BASEMAP OBTAINED FROM MECKLENBURG COUNTY GIS (2017).
2. HISTORICAL BUILDING FOOTPRINTS & HISTORICAL USES
OBTAINED FROM AVAILABLE RESOURCES INCLUDING
SANBORN FIRE INSURANCE MAPS, AERIAL PHOTOGRAPHY, &
CITY DIRECTORS.FORMER RESTAURANT
(1949-1959)
FORMER FARM MACHINERY
SALES & SERVICE
(1959-1963)
FORMER B&B
CONTRACTING COMPANY
FORMER TERMINIX, INC.
(1969-2014)
EMCI LTD
(2101 S. TRYON STREET)
MULTI-TENANT COMMERCIAL
(307-349 W. TREMONT AVENUE)
GAS FIRED PRODUCTS
(305 DOGGETT STREET)
MULTI-TENANT COMMERCIAL
(1926-2030 S. TRYON STREET)
MULTI-TENANT COMMERCIAL
(1927 S. TRYON STREET)
FORMER AUTO REPAIR SHOP
(1950-1963)
APPROXIMATE LOCATION
FORMER UST DISPENSER
S:\AAA-Master Projects\Ram Realty - RMR\RMR-003 - Tryon & Tremont Site\Figures\Figures.dwg, FIG 2, 4/12/2018 3:53:32 PM, zbarlow
DPT-19
DPT-18
DPT-17
DPT-05DPT-16
DPT-03
DPT-13
DPT-15
DPT-20
DPT-14DPT-04
DPT-12
DPT-01
MW-1
MW-3
MW-2
DPT-10
DPT-09
DPT-08
DPT-06
DPT-04
DPT-07
DPT-02
DPT-19
DPT-18
DPT-17
DPT-05DPT-16
DPT-03
DPT-13
DPT-15
DPT-20
DPT-14DPT-04
DPT-12
DPT-01
MW-1
MW-3
MW-2
DPT-10
DPT-09
DPT-08
DPT-06
DPT-04
DPT-07
DPT-02
SB-2
SB-1
SB-3
VMP-3
VMP-2
VMP-1
VMP-4
VMP-5
VMP-6
VMP-7
SB-4
SB-5
SB-6
REVISION NO. 0
JOB NO. RMR-003
DATE: 3-27-18
FIGURE NO. 3
SOUTH TRYON COMMERCIAL
CHARLOTTE, NORTH CAROLINA
PROPOSED SAMPLE LOCATION MAP
LEGEND
SITE PROPERTY BOUNDARY
LIMITS OF BROWNFIELDS AGREEMENT
FORMER BUILDING FOOTPRINT
PROPOSED BUILDING FOOTPRINT
PROPOSED PARKING/ PLAZA AREA
APPROXIMATE LOCATION OF FORMER
GASOLINE UNDERGROUND STORAGE TANK
MONITORING WELL LOCATION
TEMPORARY MONITORING WELL LOCATION
TEMPORARY MONITORING WELL/ SOIL
BORING LOCATION
SOIL BORING LOCATION
PROPOSED SOIL BORING LOCATION
PROPOSED SOIL VAPOR 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
MOTOR FRE
I
G
H
T

S
T
A
T
I
O
N
(1950-1950)
S. TR
Y
O
N
S
T
R
E
E
T
FORMER B&B CONTRACTING
COMPANY
W.TREMONT A
V
E
N
U
E
DO
GG
E
T
T

S
TR
E
E
T
NOTES:
1. BASEMAP OBTAINED FROM MECKLENBURG COUNTY GIS (2017).
2. HISTORICAL BUILDING FOOTPRINTS & HISTORICAL USES
OBTAINED FROM AVAILABLE RESOURCES INCLUDING
SANBORN FIRE INSURANCE MAPS, AERIAL PHOTOGRAPHY, &
CITY DIRECTORS.
3. PCE = TETRACHLOROETHYLENE
TCE = TRICHLOROETHYLENE
μg/L = MICROGRAMS PER LITER
NA = NOT ANALYZED
FORMER RESTAURANT
(1949-1959)
FORMER FARM MACHINERY
SALES & SERVICE
(1959-1963)
FORMER B&B
CONTRACTING COMPANY
FORMER TERMINIX, INC.
(1969-2014)
FORMER AUTO REPAIR SHOP
(1950-1963)
FORMER UST DISPENSER
DPT-08 (7/23/07)
PCE <1.0 μg/L
TCE 2.5 μg/L
DIELDRIN 0.75 μg/LDPT-09 (7/23/07)
PCE <1.0 μg/L
TCE 14 μg/L
DIELDRIN 0.15 μg/L
MW-3 (8/9/07)
PCE 1.6 μg/L
TCE 11 μg/L
DIELDRIN <0.050 μg/L
DPT-02 (7/20/07)
PCE 5.7 μg/L
TCE <1.0 μg/L
DIELDRIN NA DPT-07 (7/20/07)
PCE 1.0 μg/L
TCE <2.0 μg/L
DIELDRIN NA
MW-2 (8/9/07)
PCE <1.0 μg/L
TCE 3.0 μg/L
DIELDRIN 3.0 μg/L
FORMER FARM MACHINERY
SALES & SERVICE (1959-1963)S:\AAA-Master Projects\Ram Realty - RMR\RMR-003 - Tryon & Tremont Site\Figures\Figures.dwg, FIG 1, 3/27/2018 4:41:19 PM, zbarlow

Appendix A

Template Brownfields Property Receptor Survey Form
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Site:
Address:
City:
County:
Brownfields Project Number:
Property and Building Characteristics
a. Provide occupancy and use information.
c. Describe the foundation construction. Include details on type, floor construction, and depth below grade.
e. Are any subslab ventilation systems or moisture barriers in place? If so, please provide details.
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?).
% of property that is grassed areas (unpaved)
% of property that is agricultural crops
% of property that is paved
Size of Property (acres)
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).
Current Usage Proposed UsageSurface Conditions
% of property that is wooded/brush
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.
b. Describe the construction of the builidng including materials (e.g. wood frame, block), type and size of openings (e.g.
windows, bay doors), and height (number of stories).
% of property that is covered by buildings
Rev. 09/2015 Page 1 of 3
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Surrounding Property Land Use
North-Northwest
South
East-Northeast
West-Southwest
Utilities
Is there a septic system on-site? (Y or N)
Please provide the utility providers for the subject property
a. Natural Gas
b. Sewer
c. Electricity
d. Other
For surrounding properties, please complete the following table with available information.
Is there a residence within 1,000 ft of the Property?
Specific Land Uses of Interest Y/N *
Distance
(ft)
Is a sanitary sewer within 100 ft of the Property boundary?
For the subject property, please provide a map of known buried utilites. If available, include depth to top, construction material,
and diameter of the utilities. In addition, please provide the following information on utilty providers. If additional assessment
is required, the public utility locators should be contacted. This information can then be added to a site map.
Y/N *
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.
DirectionUtility/Potential Receptor
Is a buried electrical cable main within 100 ft of Property boundary?
Is a storm water pipe within 100 ft of the Property boundary?
* If yes, please provide a map or detailed information (distance, direction, depth) of the utility in correlation with the subject
property.
Is there a basement within 1,000 ft of the Property
Distance
(ft)Address
Zoning/Land Use Proposed Usage Current Use/Occupant
Is a school or daycare center within 1,000 ft of the Property?
Is a water line main within 100 ft of Property boundary?
Is a natural gas line main within 100 ft of the Property boundary?
Is a buried telephone/ cable main within 100 ft of the Property boundary?
Is a septic system leach field within 500 ft of the Property boundary?
Direction
Rev. 09/2015 Page 2 of 3
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Water Supply
What is the potable water supply for the property? Public Private ______
Surface Water & Wetlands
b. List the uses of the water body.
c. What is the source of the water for the water body?
d. What is the nature of the bottom of the water body
(e.g., rocky or concrete bottom, 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 suspected on adjoining
properties?
a. Is the water body naturally developed or man-made?
Is a public water supply well within 1 mile of the Property boundary?
Is a private water supply well within 1,500 ft of the Property boundary?
Is an irrigation well within 1,500 ft of the Property boundary?
Response/Comments
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.
Are there surface water features on the property? (If yes,
please complete a. to d.)
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.
Distance
(ft)Direction
Provide Information regarding Surface Water and Wetlands
Y/NWater Supply Wells
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.
The purpose of this section is to provide information on the water supply for the site and surrounding areas.
Address
Rev. 09/2015 Page 3 of 3