24007_Wrights Exective Sales II_EMP_20220607

NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Program at the direction of a Brownfields project manager.
The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory -compliant
decision -making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development -related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager. Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener
So that the EMP provides value in protecting brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing these steps is premature.
® Site sampling and assessment that meets Brownfields' objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
® Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.
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Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
® A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
® A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
® Site grading plans that include a cut and fill analysis.
® A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.
❑ Any necessary permits for redevelopment (i.e. demolition, etc.).
❑ A detailed construction schedule that includes timing and phases of construction.
® Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.
® Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
❑ A full final grade sampling and analysis plan, if the redevelopment plan is final.
❑ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
brownfields approval.
® Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.
❑ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.
® A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
® If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
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Date: 1/27/2021
GENERAL INFORMATION
Revision Date (if applicable): 6/7/2022
Brownfields Assigned Project Name: Wright's Executive Sales
Brownfields Project Number: 24007-20-032
Brownfields Property Address: 721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham,
Durham County, North Carolina 27701
Brownfields Property Area (acres): 2.2335
Is Brownfields Property Subject to RCRA Permit? ....................... ❑ Yes ® No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit............ ❑ Yes ® No
If yes, enter Permit No.: Click or tap here to enter text.
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities. NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE -SPECIFIC HEALTH AND SAFETY PLAN.
Prospective Developer (PD): GeerHouse Owner, LLC
Contact Person: Mr. John Sunter
Phone Numbers: Office: Click or tap hereto enter text. Mobile: [phone]
Email: [e-mail]
Contractor for PD: Clancy and Theys
Contact Person: John Hyzak
Phone Numbers: Office: 919-834-3601 Mobile: [phone]
Email: johnhyzal<@clancytheys.com
Environmental Consultant: ECS Southeast, LLP
Contact Person: Mr. Scott Werley
Phone Numbers: Office: 919-861-9920 Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Ms. Holly Samaha-Smith
Phone Numbers: Office: 919-707-8238 Mobile: [phone]
Email: [e-mail]
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Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
_iicK or iap nere io enier iexi.
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ................................................................................ Within 48 hours
Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems:......
10 days Prior
Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): ................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
®Residential ❑Recreational ❑Institutional ®Commercial ®Office ®Retail ❑ Industrial
El Other specify:
The redevelopment plan will include a large-scale mixed -use center planned in two stages
consisting of a multi -family structure, retail space, and associated structured parking.
2) Check the following activities that will be conducted prior to commencing earth -moving activities
at the site:
® Review of historic maps (Sanborn Maps, facility maps)
® Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
❑ Interviews with employees/former employees/facility managers/neighbors
3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
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slabs/pavement, grading plans and planned construction of new structures:
The northeastern portion of the site (723 Rigsbee Avenue; PIN 0822-20-90-4169), historically was
the Uzzle Motor Co. and is now a music hall and bar and is currently planned to remain open.
Other structures not mentioned above are planned to be demolished and the concrete slabs and
foundations also removed. Redevelopment will occur in multiple phases. Phase 1 includes
building infrastructure and streetscape improvements on the northern portion of the site (620
Foster Street and 721 Rigsbee Avenue; PINs 0822-08-90-2088 and 0822-08-90-4036) including a
new mid -rise mixed -use building with residential, retail, restaurant(s), and parking. Phase 1 will
also include a community corridor plaza, decks, ramps, and paving on the north side of the
corridor. Phase 1 also includes terrace and streetscape improvements to Motor Co. Phase 2B
includes building, infrastructure, and streetscape improvements to the southern portion of the
property (616 and 620 Foster Street; PINs 0821-08-99-2971 and 0822-08-90-2088) including a
new high-rise mixed -use building with residential, retail, restaurant(s), and parking. Phase 2B will
also include paving on the south side of the community corridor and a bridge over the
community corridor connected the two mixed -use buildings.
Phase I will consist of approximately 203,000 square feet of multifamily space, 13,000 square
feet of retail and/or restaurant space, 6,600 square feet of the existing Motor Co. building, and
90,000 square feet of structured parking space. Phase 2 will consist of approximately 119,200
square feet of multifamily space, 3,300 square feet of retail and/or restaurant space, and 32,000
square feet of parking space.
Current plans exist to demolish existing buildings and ancillary structures, hardscapes,
landscapes, concrete, pavement, sidewalks with the exception of the Motor Co building. Existing
trees and shrubbery will be cleared and grubbed. Demolition includes complete removal and/ or
safe termination of existing utilities in accordance with applicable code. Construction waste will
be legally disposed of. Upon completion of demolition, the site shall be completely clear of
debris and ready for mass grading. If encountered, demolition shall include removal of known
underground storage tanks in accordance with North Carolina UST Guidance and other
underground infrastructure in accordance with applicable local code.
4) Do plans include demolition of structure(s)?:
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
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© Yes ❑ No ❑ Unknown
® If ves, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
® Residential ❑ Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 4/1/2021
b) Anticipated duration (specify activities during each phase):
Phase 1: One to Two Years
c) Additional phases planned? ❑ Yes ❑ No
If yes, specify the start date and/or activities if known:
Start Date: dirk or tap to Pnter a date.
Planned Activity:
Phase 2 may be delayed for several years.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
UIcK or iap nere to enter text
d) Provide the planned date of occupancy for new buildings: Mid 2023
CONTAMINATED MEDIA
1) Contaminated Media on the Brownfields Property
Part 1. Soil: ..............................................................
®
Yes
❑ No
❑ Suspected
Part 2. Groundwater: ............................................
®
Yes
❑ No
❑ Suspected
Part 3. Surface Water: ..........................................
❑
Yes
® No
❑ Suspected
Part 4. Sediment: ...................................................
❑
Yes
® No
❑ Suspected
Part 5. Soil Vapor: ..................................................
®
Yes
❑ No
❑ Suspected
Part 6. Sub -Slab Soil Vapor: ..................................
®
Yes
❑ No
❑ Suspected
Part 7. Indoor Air: ...................................................
❑
Yes
® No
❑ Suspected
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2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
PART 1. Soil — Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.
1) Known or suspected contaminants in soil (list general groups of contaminants):
Volatile Organic Compounds (VOCs), Semi -Volatile Organic Compounds (SVOCs) and RCRA- 8
Metals.
2) Depth of known or suspected contaminants (feet):
Soil thickness above the inferred soil to groundwater interface is approximately 2 to 18 feet
based upon historical depth to water measurements reported in previous assessments.
3) Area of soil disturbed by redevelopment (square feet):
Approximately 141,579 square feet of total disturbed area including resurfacing, construction
new building foundations, and landscape initiatives.
4) Depths of soil to be excavated (feet):
Excavation required for subgrade parking and utility updates will range from 5 to 10 feet below
ground surface depending on the existing elevations of the ground surface and the proposed
redevelopment of that portion of the site.
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Approximately 8,525 cubic yards (CY) of soil will be excavated in support of subgrade parking.
See attached renovation plans.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
8,525 CY
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
8,525 CY
Part I.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
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a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
lick or tap here to enter text.
❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes ❑ No
b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED -OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED -IN POLICYTHE SOIL MAY NOT BE RE -USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes ® No
❑ If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability Click or tap here to enter text.
❑ Corrosivity Click or tap here to enter text.
❑ Reactivity Click or tap here to enter text.
❑ Toxicity Click or tap here to enter text.
❑ TCLP results lick or tap here to enter text.
❑ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
TCLP standard)
Click or tap here to enter text.
® If no, explain rationale:
In -situ soil testing has been completed across the property where excavation is
proposed. Results of the samples collected did not report concentrations of
constituents that would constitute a characteristic waste determination.
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
® Preliminary Health -Based Residential SRGs
© Preliminary Health -Based Industrial/Commercial SRGs
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® Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.
3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
® Provide documentation of analytical report(s) to Brownfields Project Manager
® Provide documentation of final location, thickness and depth of relocated soil on site map
to Brownfields Project Manager once known
❑ Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.
® Manage soil under impervious cap ® or clean fill
® Describe cap or fill:
If contaminated soil is encountered and reused onsite, it will either be:
1.) Located underneath asphalt/concrete parking and/or drive areas;
2.) Placed below two (2) feet of demonstrably clean fill cap material.
It will not be placed below potential future structures built for occupancy.
Beneficial re -use fill material is currently planned on being utilized to support Phase II
redevelopment. Temporarily, a construction parking lot located within the northeastern
portion of proposed Phase II will be constructed. The beneficial fill material will be located
beneath a low -permeable crush and run cap and be dependent upon Brownfields approval.
The temporary construction parking area is proposed to be re -excavated during Phase II. If
necessary, additional assessment of these soils will be conducted under a Brownfields
approved Work Plan.
® Confer with NC BF Project Manager if Brownfield Plat must be revised (or re -recorded if
actions are Post -Recordation).
® GPS the location and provide site map with final location.
❑ Other. Please provide a description of the measure:
lick or tap h-ro — on + of
4) Please describe the following action(s) to be taken during and following excavation and
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management of site soils:
Management of fugitive dust from site
® Yes, describe the method will include:
Based upon current redevelopment plans and previous in -situ sampling results, significant
areas of contaminated soil are not expected to be encountered or disturbed during the
construction period. If required, an amended/ updated EMP will be prepared for the future
planned phases. If applicable, grading contractor will take into account conditions such as
wind speed, wind direction, and moisture content of soil during soil grading and stockpiling
activities to minimize dust generation. In the unlikely event that contaminated soil is
encountered during Site redevelopment that requires excavation, particular attention will
be paid by contractors to implement dust control measures as needed based on Site and
atmospheric conditions (i.e. by controlled water application, hydro -seeding, and/ or mulch,
stone, or plastic cover). Potentially impacted soil will be managed as described below.
❑ No, explain rationale:
Field Screening of site soil
® Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
During soil disturbance at the Site ECS will conduct an initial visit. Subsequently the
workers or contractors will observe soils for evidence of potential significantly impacted
soil not initially discovered during in -situ testing and will contact ECS if evidence of
potential significantly impacted soil including a distinct unnatural color, strong odor, or
non- native fill or previously disposed materials of concerns (i.e. chemicals, tanks, drums,
etc.) are observed. On an occurrence type basis, should the above be noted during Site
work, the contractor will contact ECS to observe the suspect condition and conduct field
screening for volatile organic vapors using a PID, FID, or similar device. If ECS confirms that
the material may be impacted, then the procedures below will be implemented. In
addition, ECS will contact the DEQ Brownfields project manager to advise that person of
the condition.
❑ No, explain rationale:
Click or tap here
Soil Sample Collection
® Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
If suspected soil impact that was not previously discovered during soil testing is
encountered during excavation or installation or removal of utilities, excavation will
proceed only as far as needed to allow alternate corrective measures described below.
Suspect impacted soil encountered during excavation may be stockpiled and covered in a
secure area to allow construction to progress. Stockpiling must be conducted in a manner
consistent with the guidance provided herein as Figure 1. If soil stockpiling occurs outside
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of the extent previously sampled during the in -situ sampling event and samples are
required, the stockpile will be gridded off in approximately 1,000 cubic yard (CY) cells,
unless an alternative volume is approved by the Program, for the collection of
approximately one 5 point composite sample for every 1,000 CY and, unless a reduced
sampling frequency is approved by the Program, in general accordance with the January
2020 Inactive hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup of
Contaminated Sites.
Construction debris such as asphalt and concrete will be segregated from soil and
disposed of as construction debris. This debris will be required to shaken, tumbled, etc. if
necessary in order to ensure no soil is adhered to the construction debris prior to
disposal.
❑ No, explain rationale:
Click or tap here to enter text.
If soil samples are collected for analysis, please check the applicable chemical analytes:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
EPA Method 6020 and 7471B
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter tex,
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
If detections indicate a potential for the soil to be hazardous, TCLP analysis will be
utilized. If RCRA metals are analyzed, the sample exhibiting the highest reported
concentration of total chromium will be analyzed for hexavalent chromium by EPA
Method 7199 while additional sample volumes are held pending receipt of the
analytical results. If the sample analyzed for Cr VI reports a concentration of Cr VI
in exceedance of its respective Residential PSRG, the remainder of the soil samples
shall be analyzed for Cr VI. If the laboratory analytical results of the sample
analyzed for Cr VI reports concentrations of Cr VI below its respective Residential
PSRG, it is reasonable to assume that other samples would not exceed Cr VI' s
Residential PSRG standard.
® Check to confirm that stockpiling of known or suspected impacted soils will be conducted
in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion
control, prohibiting contact between surface water/precipitation and contaminated soil,
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and preventing contaminated runoff. Explain any variances or provide additional details as
needed:
iiu,� ur tap sere to CHLUI LCnL.
® Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Method 6020 and 7471B
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text
❑ PCBs: Specify Analytical Method Number(s):
I,-,- *_ __* '+_"'
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
If detections indicate a potential for the soil to be hazardous, TCLP analysis will
be utilized. If RCRA metals are analyzed, unless otherwise approved by the
Program, hexavalent chromium by EPA Method 7199 will also be analyzed.
Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, a work plan for
final grade sampling may be submitted under separate cover.
Final grade sampling will be required for areas not covered by building foundations or
impervious surfaces. Following completion of soil disturbance for any future Site
development (i.e. after grading and building construction), an environmental professional
will be contacted to assess the Site for areas that are not covered with a minimum of 2 feet
of demonstrably clean fill soil or topsoil from a landscaping company, building foundations,
sidewalks, or asphalt or concrete parking areas, driveways or other impervious surfaces. If
such areas exist, a Work Plan will be prepared for final grade sampling for DEQ review and
approval. If no such area exist, documentation will be provided to the NCDEQ
❑ If final grade sampling was NOT selected please explain rationale:
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Part I.B. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. According to the Brownfields IR 15, "Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner."
Requirements for importing fill:
1) Will fill soil be imported to the site?
................. ® Yes ❑ No ❑ Unknown
2) If yes, what is the estimated volume of fill soil to be imported?
3) If yes, what is the anticipated depth that fill soil will be placed at the property? (if a range
of depths, please list the range.)
23 feet below ground surface to ground surface.
4) Provide the source of fill, including: location, site history, nearby environmental concerns,
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
Initially import was not projected to be needed to support the planned redevelopment at the site;
however, it has been determined that import fill will be required. This revised EMP has been
prepared in an effort to support the import of approximately 4,300 cubic yards of material from
the NCDEQ Brownfields Program pre -approved borrow source known as Wake Stone Knightdale
located at 6811 Knightdale Boulevard, Knightdale, Wake County, North Carolina. As this borrow
source is pre -approved for NCDEQ Brownfields sites, no sampling is required prior to import.
If other import is needed, for permitted locations on the Division of Energy, Mines, and Land
Resources DEMLR) list, one soil sample will need to be collected from the approximate area of the
quarry from where the soil material is to be cut from for import to the site. That soil sample will
be required to be collected in accordance with the methods and analyses described immediately
below in this Section's item 5).
If import is needed from locations not on the DEMLR list, more than one soil sample may need to
be collected, depending on the source and volume of soil that is proposed to be imported.
5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use atthe Brownfields property.
For borrow sources other than the NCDEQ Brownfields pre -approved borrow source known as
Wake Stone Knightdale, sampling protocol of one composite soil sample, except for VOCs which
will be grab samples, will be collected for approximately every 1,000 cubic yards of imported soil
fill will be conducted following NCDEQ approval of the work plan. ABC stone, 57 stone, and fines
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from crushed rock will not require analysis as long as it is documented to the NCDEQ that it is
new material and not mixed with recycled material brought into the quarry.
IF REQUIRED (for non Brownfields pre -approved borrow sources), and in lieu of a separate work
plan, soil sampling will occur from representative areas of a selected DEMLR permitted facility
(borrow pit) for NCDEQ approval prior to importing to the site. The soil will be stockpiled at the
borrow pit, or that area of the borrow pit from
where the cuts for import to the site are to occur, will be sited prior to mobilization by ECS to
perform the sampling. Each representative composite sample collected will be comprised of five
individual grab soil samples collected in re -sealable bags from various locations of the borrow
pit's stockpiled/ sited soil to be imported to the project site. Each individual sample will be
duplicated and then one of the two re -sealable bags screened using a photoionization detector
(PID) for volatile vapors. The individual grab soil sample with the highest PID reading will have its
duplicate re -sealable bag appropriately packaged and submitted to a North Carolina certified
laboratory to be analyzed for VOCs using EPA Method 8260. Subsequently, each of the other
grab soil samples will be gently mixed together and one composite soil sample will be submitted
for analysis by EPA Method 8270 for SVOCs, total RCRA 8- metals using EPA Method 6020/7471B,
and for hexavalent chromium by EPA Method 7199. If the borrow source selected is not a DEMLR
permitted facility, then the sampling frequency for the above listed parameters shall be one for
every 500 CY of soil to be imported.
6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Method 6020 and 7471B
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
or tap here to enter text.
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Hexavalent Chromium by EPA Method 7199
7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in -situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
Virgin soil, ABC stone, 57 stone, and fines from crushed stone from NCDEQ approved quarry, if
necessary.
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Part I.C. EXPORTED SOIL
NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for
additional details.
1) If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions. Volume of exported soil, depths, location from which soil will
be excavated on site, related sampling results, etc. Provide a site map with locations of
export and sampling results included.
Approximately 8,525 total cubic yards of soil excavated during construction may need to be
exported for proper disposal. Depths of soil that may need to be exported will range from 0 to 10
feet below ground surface. To determine the contents of the soil, an approved, in -situ soil testing
work plan was completed.
- Based on the in -situ assessment findings, limited and low-level detections of SVOCs, hexavalent
chromium, and low levels of arsenic indicative of naturally occurring background concentrations
were reported.
2) To what type of facility will the export Brownfields soil be sent?
® Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
® Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
® Landfarm or other treatment facility
® Use as fill at another suitable Brownfields Property — determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
® Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.
3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
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Soil will be transported to the most appropriate type of facility based upon prior testing results
and Brownfields program manager approval. These test results have been addressed through a
Brownfields approved work plan prior to assessment.
Generally, and in accordance with NCDEQ Brownfields Program approved Work Plans for export
projects of this size, soil samples are collected from export soil at a rate of one sample per every
approximate 2,000 CY or less of export.
Part 1.11). MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.
❑ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants?
❑ Ifyes, provide specifications on barrier materials:
® If no, include rationale here:
Impacted soil containing attributes that could pose a vapor intrusion issue is not anticipated to
be encountered.
Other comments regarding managing impacted soil in utility trenches:
If the contractor/workers encounter suspected impacted soil based upon staining or odors that have
not already been analyzed by a laboratory during previous in -situ soil sampling activities, they will
contact ECS. ECS will mobilize to the site to observe, document, and field screen with a PID prior to
placing it back into the trenches as fill at the approximate depths from which they were removed.
Soil that cannot go back into the trench, will be used as beneficial fill on site or be disposed of at a
Subtitle D/ Municipal Solid Waste Landfill (MSWLF). Prior to soil re -use onsite, and if the contents
have not been determined via previous in -situ soil sampling, representative sampling will need to
occur in accordance with this EMP' s Section 1. B. 6; this will also be dependent on soil placement i. e.
under asphalt (impervious surface) vs. exposed soils.
PART 2. GROUNDWATER — Please fill out the information below.
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1) What is the depth to groundwater at the Brownfields Property?
Soil thickness above the inferred soil to groundwater interface is approximately 2 to 18 feet
based upon historical depth to water measurements reported in previous environmental
assessments.
2) Is groundwater known to be contaminated by ®onsite ❑offsite ❑both or ❑unknown
sources? Describe source(s):
A groundwater sampling event conducted by ECS in October 2020 reported groundwater as
having detected concentrations of 1,2-Dichloroethane and tert-Butyl Alcohol greater than the
North Carolina 2L groundwater quality standards (NC2LGWQS). During the same sampling event,
free product was discovered in an existing monitoring well, MW-2.
3) What is the direction of groundwater flow at the Brownfields Property?
Shallow groundwater as reported in previous assessments conducted indicates flow is to the
north/northwest in the site vicinity.
4) Will groundwater likely be encountered during planned redevelopment activities?
®Yes ❑No
If yes, describe these activities:
According to field observations obtained during the most recent sampling event, groundwater
may be encountered during excavation activities performed on the site. A City of Durham
Industrial User Permit Application Publicly Owned Treatment Works (POTW) general permit will
be applied for and regulatory considerations regarding the potential need for dewatering are
underway to prevent potential delays during redevelopment. If required, in accordance with the
permit, pre -discharge samples for laboratory analysis will be collected from temporary on -site
containment vessels. Upon receipt of Brownfields approval, a connection from the containment
vessel to the nearest city sewer discharge point would be installed with temporary hosing to
facilitate discharge. Copies of permits, communication, and results will be sent to the
Brownfields Project Manager.
Regardless of the answer; in the event that contaminated groundwater is encountered
during redevelopment activities (even if no is checked above), list activities for contingent
management of groundwater (e.g., dewateringof groundwater from excavations or
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
If groundwater is encountered during redevelopment activities, appropriate worker safety
measures will be undertaken and groundwater will be allowed to re -infiltrate for approximately
24 hours (if it does not affect the construction schedule). If accumulated water remains,
samples of the accumulated water will be collected and analyzed for VOCs, SVOCs, and RCRA 8-
metals to determine if contaminants are present. Accumulated water that contains
contaminants above NCAC 2B Surface Water Standards will be containerized and disposed at an
off -site permitted facility in accordance with regulatory requirements. Accumulated water that
does not contain contaminants above NCAC 2B Surface Water Standards will be managed on
the site by allowing to re -infiltrate to the ground or discharged to the storm sewer in
accordance with municipal, state and federal requirements.
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Equipment needed to perform these actions could include, but is not limited to, pumps, hoses,
frac tanks, and vacuum trucks. The health and safety plan generated for the site will include
potential scenarios in which free product is encountered.
5) Are monitoring wells currently present on the Brownfields Property? ................. ❑x Yes ❑ No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?.................................................................................................................. ❑Yes ®No
6) Please check methods to be utilized in the management of known and previously
unidentified wells.
® Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program's intent to allow proper abandonment of well(s) as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
® Location of existing monitoring wells marked
® Existing monitoring wells protected from disturbance
® Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
7) Please provide additional details as needed:
Two permanent monitoring wells (MW-1 and MW-2) installed during a previous sampling event are
located on the site. MW-2 was discovered to contain free product during the most recent sampling
event on site. MW-2 will be abandoned in general accordance with applicable regulations. MW-1 does
not currently reside within the proposed area of disturbance.
Prior to abandoning MW-2, thickness of free product will be measured with an interface probe and
recorded. In the event that evidence of free product is encountered during soil excavation, impacted
soils will be handled in accordance with this EMP's Part 1.A. Managing Onsite Soil Item 4) above.
In the event that groundwater contaminated with free product is encountered during redevelopment,
groundwater will be handled in accordance with this EMPs Part 2. Groundwater Item 4) above.
Please note. disturbance of existing site monitoring wells without aaaroval by DEQ is not
permissible. If monitoring wells are damaged and/or destroved. DEQ may reauire that the PD
be responsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ❑ Yes ® No
2) Attach a map showing the location of surface water at the Brownfields Property.
3) Is surface water at the property known to be contaminated? ❑ Yes ® No
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4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ❑ Yes ® No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
If contaminated surface water is encountered during redevelopment activities, appropriate
worker safety measures will be undertaken. Surface water/precipitation which enters an open
excavation will be allowed to infiltrate for approximately 24 hours (if it does not affect the
construction schedule). If accumulated water remains, samples of the accumulated water will be
collected and analyzed for VOCs to determine if contaminants are present. Accumulated water
that contains contaminants above NCAC 2B Surface Water Standards will be containerized and
disposed at an off -site permitted facility in accordance with regulatory requirements.
Accumulated water that does not contain contaminants above NCAC 2B Surface Water Standards
will, upon receipt of Brownfield approval, be managed on the site or discharged to the storm
sewer in accordance with municipal, state and federal requirements. Copies of communication,
permits, and sampling results will be provided to the Brownfields Project Manager.
PART 4. SEDIMENT — Please fill out the information below.
1) Are sediment sources present on the property? ❑ Yes ® No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ® No
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ❑ Yes ® No
4) Attach a map showing location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Not Applicable
PART 5. SOIL VAPOR — Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:
Soil Vapor:...........® Yes ❑ No ❑ Unknown
Groundwater:.....® Yes ❑ No ❑ Unknown
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IHSB Industrial/Commercial Screening Levels:
Soil Vapor:...........® Yes ❑ No ❑ Unknown
Groundwater:..... El Yes ® No ❑ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?
Soil vapor is known to be contaminated at concentrations exceeding residential regulatory standards
at 1-5 feet below ground surface.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ❑ No ® Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
If contaminated soil vapors are detected via olfactory observations made, contractors/workers
should stop work, take appropriate worker safety measures and contact ECS to mobilize to the
site for observation and documentation. The NCDEQ will be notified and additional assessment
will be discussed with Brownfields. If the vapors are field screened, and indicate conditions such
that immediate danger to life and health are of concern, the area shall be evacuated and the
local Fire Department contacted. ECS should then to assist in documenting the conditions and
assist in determining engineering controls for the vicinity of concern.
SG-1 is in the vicinity of the excavation boundary and exceed the January 2021 Residential VISLs
for Benzene, 1,3-Butadiene, and Chloroform and January 2021 Non -Residential VISLs for 1,3-
Butadiene. SG-2 is in the vicinity of the excavation boundary and exceeds the January 2021
Residential VISLs for Benzene and Chloroform.
PART 6. SUB -SLAB SOIL VAPOR — Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub -slab soil vapor data available for the Brownfields Property? ® Yes ❑ No ❑ Unknown
2) If data indicate that sub -slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub -slab soil vapor known to be contaminated? ®0-6 inches ❑Other, please
describe:
Sub -slab soil vapor samples identified as SG-8 and SG-9 were collected from the basement of the
MotorCo building. In SG-8, concentrations of Chloroform, Ethylbenzene, 1,2,4-Trimethyl benzene,
1,3,5-Trimethyl benzene, and Xylenes were reported to be in excess of the January 2021
Residential VISLs, but below Non -Residential VISLs. In SG-9, concentrations of Benzene were
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reported to be in excess of the January 2021 Residential VISLs.
4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes ❑ No ® Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
If contaminated sub -slab soil vapors are detected via olfactory observations made,
contractors/workers should stop work, take appropriate worker safety measures and contact
ECS to mobilize to the site for observation and documentation. The NCDEQ will be notified and
additional assessment will be discussed with Brownfields. If the vapors are field screened, and
indicate conditions such that immediate danger to life and health are of concern, the area shall
be evacuated and the local Fire Department contacted. ECS should then to assist in documenting
the conditions and assist in determining engineering controls for the vicinity of concern.
PART 7. INDOOR AIR — Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ❑ Yes ® No ❑ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk -based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ❑ Yes ❑ No ® Unknown
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
Indoor air quality data is unknown to exist for the site
VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
❑ Yes ❑ No ® Unknown
If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately
If submitted separately provide date:
At this time it is undetermined if VIMS will be required. Final decisions regarding the necessity
for a VIMS will be determined following the Program inputting the soil gas and sub -slab soil gas
results into the most recent version of their risk calculator for individual sample locations. If
determined to be necessary a VIMS design in accordance with the North Carolina Department of
Environmental Quality' s Brownfields Program Vapor Intrusion Mitigation System Design
Submittal New Construction Minimum Requirements Checklist will be submitted at a later date
(to be determined).
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VIMS Plan shall be signed and sealed by a NC Professional Engineer
If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
Unknown, see above.
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver)
EPA Method 6020 and 7471B
❑ Pesticides: Specify Analytical Method Number(s):
UicK or tap nere to enter text
❑ PCBs: Specify Analytical Method Number(s):
_.. ­ .- ere to
® Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Hexavalent Chromium by EPA Method 7199
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
Unforeseen conditions will be handled on a case by case basis. If encountered the contractor shall
notify ECS who will advise the Brownfields Program. The Brownfields Program will be notified in
accordance with the Notifications page. Soil and/or ponded groundwater samples will be collected
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in accordance with applicable regulations.
Underground Storage Tanks:
USTs will be removed and transported offsite for disposal following evacuation of residual liquids
with a vacuum truck and receipt of a permit by the Durham County Fire Marshall. Residual liquids
will be disposed of properly at an approved offsite waste water treatment facility. If the UST cannot
be removed, Brownfields approval will be obtained prior to its abandonment in place.
If impacted soil is encountered it will be managed in accordance with this EMP's Part 1. A.
Managing On Site Soil above.
UST closure samples will be collected in accordance with applicable NCDEQ UST Section Guidance.
Sub -Grade Feature/Pit:
If outside of the extent of previous in -situ soil testing, or if impacts not previously encountered
exist, soil samples will be collected for VOCs by EPA Method 8260, SVOCs by EPA Method 8270,
RCRA 8-Metals by EPA Method 6020/7471B, and Hexavalent Chromium by EPA Method 7199 for
every 20 linear feet. If ponded groundwater is encountered, then ponded groundwater samples will
be collected from the sub -grade feature/ pit for VOCs by EPA Method 8260 and for SVOCs by EPA
If encountered these features will be attempted to be removed if feasible. If unable to be physically
removed due to redevelopment plans, current site structure, and/ or economic feasibility purposes,
they shall be tested and documented to the satisfaction of the Brownfields Program for future
placement on the Brownfields Plat.
Buried Waste Material:
Soil samples will be collected for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, RCRA 8-
Metals by EPA Method 6020/7471B, and Hexavalent Chromium by EPA Method 7199 for every 250
cubic yards of waste material affected soil. Waste would be handled separately from potential
waste affected soil as it will not be allowed to be reburied on site.
Re -Use of Impacted Soils On -Site:
Although not anticipated, if soils that are outside of the extent of previous in -situ soil testing efforts
are to be reused on -site, soil samples will be collected for VOCs by EPA Method 8260, SVOCs by
EPA Method 8270, RCRA 8- Metals by EPA Method 6020/7471B, and Hexavalent Chromium by EPA
Method 7199 and managed in accordance with this EMP's Part 1. A. Managing On Site Soil above
If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part LA. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
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POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/31/2022
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
X❑ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's Brownfields Agreement.
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APPROVAL SIGNATURES
Brownfields Project Number: 24007-20-032
Brownfields Project Name: Wright's Executive Sales
: GeerHouse Owner, LLC Date 6/7/2022
mpany: John A. Sunter '\A e-o- Aol, ,(-
Consultant: ECS Soutgast, LLP
Printed Name/Title/Company: Scott M. Werley,
P.G./Principal/ECS Southeast, LLP
Aa-\Jt, 411
Brownfields Project Manager:Holly Samaha-Smith
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EMP Version 2, June 2018
Date 6/7
6/7/2022
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Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10
(1 Layer, minimum: 10 mil thick) mil thick plastic
Berm
(Straw bales, Weight
composted earth, etc.) (If plastic
cover used)
Land Contaminated Soils
Surface
\ z 11 F
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Map View
' ■ El ■ ght
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■ Contaminated Soils I ■
■
o Plastic
Sheeting
Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
26
EMP Version 2, June 2018

i
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APPROXIMATE BROWNFIELD PROPERTY BOUNDARY
SOURCE: N FIGURE 1
USGS TOPOGRAPHIC MAP SITE TOPOGRAPHIC LOCATION MAP
7.5 — MINUTE SERIES s
NORTHWEST DURHAM, NC (TOP) + Wright's Executive Sales
SOUTHWEST DURHAM, NC (BOTTOM) Brownfields Project Number 24007-20-032
DATED: 2019 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
SCALE: 1 : 24,000 Durham, Durham County, North Carolina
CONTOUR INVERVAL = 10' TM ECS Project Number: 49-10039-A

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SOURCE: wF SITE FEATURES MAP
ECS Southeast, LLP s
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
100 FT. Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

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LEGEND
SITE PROPERTY BOUNDARY
L'e0 IMag ® APPROXIMATE HISTORIC MONITORING WELL LOCATION (2007)
# ® APPROXIMATE HISTORIC SOIL SAMPLE LOCATION (2007)
® APPROXIMATE B-1 SAMPLE LOCATION (2019)
^ FIGURE 3
SOURCE: wF HISTORIC SAMPLE LOCATION MAP
ECS Southeast, LLP s
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
SO FT. Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

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rr Apx 9­1 loca n —
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f LEGEND
SITE PROPERTY BOUNDARY
f' ® SUB -SLAB SOIL GAS SAMPLE LOCATION
® SOIL GAS SAMPLE LOCATION
F„a�re0 I ® GROUNDWATER & SOIL SAMPLE LOCATION
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^ FIGURE 4
SOURCE: wF SAMPLE LOCATION MAP
ECS Southeast, LLP s
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
SO FT. J
Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

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f fff LEGEND
SITE PROPERTY BOUNDARY
SUB -SLAB SOIL GAS SAMPLE LOCATION
0 ® SOIL GAS SAMPLE LOCATION
F,:red Irrl��, GROUNDWATER & SOIL SAMPLE LOCATION
I" # ��_�_ •� ® SOIL SAMPLE LOCATION
icubeu. • GROUNDWATER SAMPLE LOCATION
^ FIGURE 5
SOURCE: wF SAMPLE LOCATION MAP WITH PROPOSED
ECS Southeast, LLP s DEVELOPMENT OVERLAY
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
50 FT. J
Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

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SITE PROPERTY BOUNDARY
�aa r::"b�•eao,icsibeff-usorL �� ® BORING LOCATION
^ FIGURE 6
SOURCE: wF IN -SITU BORING LOCATION MAP
ECS Southeast, LLP s
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
SO FT. J
Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

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LEGEND
SITE PROPERTY BOUNDARY
f ® SUB -SLAB SOIL GAS SAMPLE LOCATION
® SOIL GAS SAMPLE LOCATION -
' ® GROUNDWATER & SOIL SAMPLE LOCATION
® SOIL SAMPLE LOCATION
GROUNDWATER SAMPLE LOCATION
SHALLOW GROUNDWATER CONTOUR (CONTOUR INTERVAL = 5.0 FEET)
INFERRED GROUNDWATER FLOW DIRECTION (Measurements collected 11/3/2020)°
^-A FIGURE 7
SOURCE: wF SHALLOW GROUNDWATER SURFACE MAP
ECS Southeast, LLP s
Phase I ESA, December 6, 2019 Wright's Executive Sales
Brownfields Project Number 24007-20-032
APPROXIMATE SCALE: 721 & 723 Rigsbee Ave; 620 & 616 Foster St.
50 FT. J
Durham, Durham County, North Carolina
TM ECS Project Number: 49-10039-A

J
n
U
TABLE I
SUMMARY OF FIELD READING RESULTS
Date, January 12, 2007
Project Name: Wright's Executive Sales
Incident Number: Pending
ECS Project Number: 06.14636-A
Sample
Sample
VOC
Sample
Sample
I❑
Depth ft
m *
ID
❑e th {ft
SB-1
5
195
S9-12
7
10
250
11
12
138
SB-13
7
14
145
13
15
172
7
S8-2
5
0-7
�SBB-4
13
10
2$00
SB-15
10
15
31
15
16
20.3
SB-16
10
SB-3
5
2.2
15
10
10.1
SB-17
9
15
6-3
13
SB-4
5
1.1
17
10
23
SB-18
5
15
17.9
10
S8-5
5
1.4
15
SB-6
5
1.7
SB-19
5
10
318
10
15
22
15
SB-7
5
4.2
SB-20
5
10
37
10
15
47
15
S13-8
5
0-8
SB-21
5
10
51
10
12.5
2
15
S13-9
5
1-4
SB-22
5
10
42
10
12
66
15
SB-10
5
10.6
SB-23
10
10
213
15
12
33
SB-11
5
3
9
4.8
13.5
181
VDC
—(PL)
2260
1076
200
158
1476
1043
0
0
576
1085
541
0
457
0
9999"
1121
0
0
0
0
1121
2017
9999"
9999"
9999"
0
0
0
9999^
9999^
'Volatile Organic Compounds (VOC) screened to the field using an Photoionization Detector (PID)
VOC Concentratlons listed above are not laboratory confirmed and should only be used as a guide
and not as the true concentrations of VOCs in the soils collected from the represented sample
collection
"VOC concentrations detected above PID upper limits
I Page 1 of 1

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TABLE 4
GROUNDWATER FIELD PARAMETER READINGS
Date: January 12, 2007
Project Name: Wright's Executive Safes
Incident Number: Pending
ECS Project Number: 06.14636-A
MW-
MW-2
1st
2nd
4h
1st 2r 3rd 4th
pH
7.3
6.38
5.8195.82
7.28 7.47 7.43 7.44
mslcm
0.18
0.178
0Conductivit
4.478 0.478 0.485
Turbidity NTU
566
745
678
231 19 22 34
Dissolved Oxygen
(mg/L)
8.2
8.49
8.21
8.27
8.62 8.62 8.54 8.62
Temperature (°C)
22.3
21 A
20.60
20.90
21.3 21.3 21.40 21.40
Salinity (%)
0
0
0
0
0.02 0.01 0.01 0.01
mslcm = miliseimenslcentimeter
NTU = Nephelometric Turbidity Units
mg/L = miligrams/Liter
°C = degrees Celcius
% = Percent

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TABLE 1: MONITORING WELL CONSTRUCTION AND GROUNDWATER ELEVATION SUMMARY
Environmental Assessment- Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Project No. 49:10039-A
Monitoring Well ID
Northing
Easting
TOC Elevation
(Feet)
Depth to Water
(Feet)
Groundwater
Elevation (Feet)
Final Temporary Well Construction (ft. bgs)
GW-1
820190.72
2029302.61
348.24
15.79
332.45
Diameter
Riser
Screen
Bentonite
Sand
1-inch
0 - 11 ft.
11 - 21 ft.
8 - 10 ft.
10 - 21 ft.
GW-2
820025.42
2029316.81
346.38
9.47
336.91
Diameter
Riser
Screen
Bentonite
Sand
1-inch
0 - 4 ft.
4 - 11 ft.
3 - 4 ft.
4 - 11 ft.
GW-3
819951.19
2029337.46
349.53
2.27
347.26
Diameter
Riser
Screen
Bentonite
Sand
1-inch
0 -9 ft.
9 - 24 ft.
7 - 8 ft.
8 - 24 ft.
GW-4
820006.75
2029386.48
357.70
18.04
339.66
Diameter
Riser
Screen
Bentonite
Sand
1-inch
0-3ft.
3-12ft.
2-2.5ft.
2.5-12ft.
GW-5
820025.51
2029491.60
359.76
9.41
350.35
Diameter
Riser
Screen
Bentonite
Sand
2-inch
0 - 10 ft.
10 - 25 ft.
6 - 8 ft.
8 - 25 ft.
GW-6
820105.94
2029482.38
359.92
8.38
351.54
Diameter
Riser
Screen
Bentonite
Sand
2-inch
0-4.5ft.
4.5-19.5ft.
3-4ft.
4-19.5ft.
GW-7
820007.11
2029302.07
346.65
6.53
340.12
Diameter
Riser
Screen
Bentonite
Sand
1-inch
0-3ft.
3-9ft.
2-2.5ft.
2.5-9ft.
Note(s):
1.) Top of casings (TOC) survey completed by KCI on 11/3/2020
2.) Depth to water measurements collected on 11/3/2020
3.) bgs denotes below ground surface
4.) GW-5 and GW-6 were overdrilled and converted to 2-inch wells following surveying and depth to water monitoring performed on their 1-inch predecessors on 11/3/2020.

TABLE 2: SUMMARY OF SOIL GAS ANALYTICAL RESULTS
Environmental Assessment- Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Proiect No. 49:10039-A
Parameter
ANALYTICAL RESULTS
Acceptable
Residential Vapor
Intrusion
Screening Levels
(January 2021)
Acceptable Non -
Residential Vapor
Intrusion
Screening Levels
(January 2021)
Location
Exterior
Sub -Slab
Sample ID
SG-1 I SG-2 DUP-5
SG-3 I SG-4 I SG-5 I DUP-4
SG-6 I SG-7
SG-8
SG-9
SG-10 SG-11 7SG-12
Date Sampled
10/28/2020
11/2/2020
10/29/2020
11/3/2020
10/29/2020
10/28/2020
Acetone
570
400
430
100
140
45
55
24
33
120J
170
38
31
87
220,000
2,700,000
Benzene
25
12
12
1.5
1.5
0.37J
<0.19
0.37J
<0.19
3.2J
15
0.64
<0.19
0.38J
12
160
1,3-Butadiene
58
<1.6
<1.6
<0.32
<0.32
<0.32
<0.32
<0.32
<0.32
<2.4
<0.32
<0.32
<0.32
<0.32
3.1
41
2-Butanone MEK
12J
22J
24J
8.8J
20J
3.6J
4.6J
5.OJ
5.4J
<15
26
5.5J
2.8
4.7J
35,000
440,000
Chloroform
13
7.7
7.6
<0.24
<0.24
<0.24
<0.24
<0.24
<0.24
13
<0.24
<0.24
<0.24
<0.24
4.1
53
C clohexane
22
<1.7
<1.7
<0.34
12
<0.34
<0.34
10
9.6
200
<0.34
7.9
9.2
14
42,000
530,000
cis-1,2-Dichloroeth lene
13
<1.3
<1.3
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<2.0
<0.27
<0.27
<0.27
<0.27
NS
NS
Ethanol
62
64J
69J
19
20
18
18
71
60.0
67J
270
150
81
500
NS
NS
Eth (benzene
17
17
17
0.78J
0.75J
0.47J
<0.18
1.4
1.1
180
5.6
2.6
0.82J
0.63J
37
490
4-Eth (toluene
<0.30
<1.5
<1.5
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<2.3
<0.30
2.6
<0.30
<0.30
NS
NS
He tane
31
23
24
8.0
3.6
1.5
<0.35
<0.35
1.5
81
110
12
<0.35
<0.35
2,800
35,000
Hexane
46
<6.4
<6.4
<1.3
<1.3
<1.3
<1.3
<1.3
25J
<9.6
150
15J
<1.3
<1.3
4,900
61,000
Iso ro anol
<4.5
<23
<23
<4.5
<4.5
<4.5
<4.5
7.4J
<4.5
<34
21
<4.5
<4.5
1,400
18,000
Methylene Chloride
<1.6
<8.0
<8.0
2.1J
<1.6
<1.6
<1.6
<1.6
<1.6
<12
3.6J
<1.6
<1.6
2.1J
3,400
53,000
Propene
<1.2
<5.8
<5.8
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<8.7
120
<1.2
<1.2
<1.2
21,000
260,000
Styrene
<0.24
<1.2
<1.2
0.75J
<0.24
<0.24
<0.24
2.4
1.6
<1.8
3.8
1.7
1.4
0.83J
7000
88,000
Tetrachloroethene PCE
120
<2.2
<2.2
<0.44
<0.44
<0.44
<0.44
0.60J
2.9
<3.3
1.8
0.71J
<0.44
2.8
280
3,500
Tetrah drofuran
<1.5
<7.3
<7.3
<1.5
<1.5
<1.5
<1.5
<1.5
4.1J
<11
<1.5
3.9J
<1.5
<1.5
14,000
180,000
Toluene
230
<1.1
180
2.4
4.4
1.1
<0.22
2.8
2.1
<1.6
15
42
1.4
1.5
35,000
440,000
Trichloroethene TCE
13
<2.0
<2.0
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<3.0
<0.40
<0.40
<0.40
<0.40
14
180
Trichlorofluoromethane Freon 11
<0.85
<4.3
<4.3
1.4J
1.2J
1.5J
1.5J
1.61
1.4J
<6.4
<0.85
1.51
<0.85
1.51
NS
NS
1,2,4-Trimeth (benzene
<0.22
<1.1
<1.1
<0.22
<0.22
<0.22
<0.22
<0.22
<0.22
750
<0.22
12
<0.22
<0.22
420
5,300
1,3,5-Trimeth (benzene
<0.26
<1.3
<1.3
<0.26
<0.26
<0.26
<0.26
<0.26
<0.26
610
<0.26
4.1
<0.26
<0.26
420
5,300
Vinyl Acetate
<2.0
<9.9
<9.9
130
66
<0.20
<2.0
<2.0
<0.20
<15
<2.0
<0.20
12J
<2.0
1400
18,000
m& X lene
49
54
58
2.0
<0.30
1 AJ
<0.30
3.9
3.0
830
6.0
9.0
1.9
1.6J
700
8,800
o-Xylene
<0.23
<1.2
<1.2
1.3
0.97
0.85J
<0.23
1.8
1.3
310
3.5
5.6
0.90
<0.23
700
8,800
Notes:
Concentrations are presented in micrograms per cubic meter (pg/m')
Bold conentration on sample result indicates and exceedance of the Residential Vapor Intrustion Screening Levels (VISLs), January 2021.
Underlined concentration on sample result indicated an exceedance of the Non -Residential VISLs, January 2021.
Red Shaded Cells indicate Maximum Laboratory Reported Detection for the Compound.
NS = No Standard
DUP4 = Duplicate of Sample SG-5
DUP-5 = Duplicate of Sample SG-2
J Flag denotes an estimated concentration between the laboratory Reporting Limit (RL) and the DL

TABLE 3: SUMMARY OF SOIL ANALYTICAL RESULTS
Environmental Assessment - Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Project No. 49:10039-A
Sample Identification
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
DUP-1
DUP-6
IHSB Protection of
Groundwater PSRG
IHSB Residential
Health Based
PSRG
IHSB
Industrial/Commercial
Health Based
PSRG
Sample Date
11/2/2020
10/28/2020
10/27/2020
10/27/2020
10/28/2020
10/27/2020
10/28/2020
10/28/2020
10/27/2020
10/27/2020
10/27/2020
11/2/2020
Sample Depth (feet)
0-5
0-5
0-5
15-20
5-10
10-15
0-5
5-10
0-5
0-5
15-20
0-5
VOCs by EPA 8260
Acetone
<0.0088
0.015
0.018 J
0.0093 J
0.031 J
0.011 J
0.033 J
<0.0075
<0.0086
<0.0086
<0.0084
0.019 J
25
12,000
140,000
sec- Butyl benzene
<0.00084
<0.00077
<0.00078
<0.00074
<0.00076
0.0011 J
<0.0022
<0.00071
<0.00082
<0.00082
<0.00080
<0.00086
4.1
1,600
23,000
p-Isopropyltoluene (p-Cymene)
<0.00052
<0.00048
<0.00049
<0.00046
<0.00047
0.002
<0.0022
<0.00044
<0.00051
<0.00051
<0.00050
<0.00054
1.24
NS
NS
Methylene Chloride
<0.0010
<0.00096
<0.00097
<0.00092
<0.00095
<0.00092
<0.022
<0.00089
<0.0010
<0.0010
0.0011 J
<0.0011
0.025
58
650
Naphthalene
<0.00042
<0.00038
<0.00039
<0.00037
0.0014 J
<0.00037
<0.0044
<0.00036
<0.00041
<0.00041
<0.00040
<0.00043
0.39
2.1
8.8
SVOCs by EPA 8270
Benzo(a)anth race ne
<0.12
<0.14
<0.13
<0.13
0.17 J
<0.13
<0.12
<0.13
<0.13
<0.13
<0.13
<0.14
0.35
1.1
21
Benzo(a)pyrene
<0.12
<0.14
<0.13
<0.13
0.20 JI
<0.13
<0.12
<0.13
<0.13
<0.13
<0.13
<0.14
0.12
0.11
2.1
Benzo(b)fluoranthene
<0.12
<0.14
<0.13
<0.13
0.23
<0.13
<0.12
<0.13
<0.13
<0.13
<0.13
<0.14
1.2
1.1
21
Benzo(g,h,i)perylene
<0.11
<0.12
<0.12
0.12 J
-011
<0.12
<0.12
2
<0.13
15,600
NS
NS
Bis(2-Ethylhexyl)phthalate
0.16 J
<0.12
<0.12
<0.12
<0.12
<0.12
<0.11
<0.12
<0.12
<0.12
<0.12
<0.13
14
39
160
Chrysene
<0.12
<0.14
<0.13
<0.13
0.17 J
<0.13
<0.12
<0.13
<0.13
<0.13
<0.13
<0.14
36
110
2,100
Fluoranthene
<0.11
<0.12
<0.12
<0.12
0.37
<0.12
<0.14
<0.12
<0.12
<0.12
<0.12
<0.13
670
480
6,000
Phenanthrene
<0.10
<0.11
<0.11
<0.11
0.27
<0.10
<0.10
<0.11
<0.11
<0.10
<0.11
<0.12
134
NS
NS
Pyrene
<0.12
<0.14
<0.13
<0.13
0.3
<0.13
<0.12
<0.13
<0.13
<0.13
<0.13
<0.14
440
360
4,500
Metals
Arsenic
2.0
0.84
0.94
0.91
0.60
; .�
, .�
0.73
5.8
0.68
3.0
Barium
160
200
160
160
100
300
160
120
45
80
260
100
580
3,100
47,000
Cadmium
0.069 J
<0.055
<0.056
<0.057
:0.053
<0.052
<0.055
<0.056
<0.054
<0.057
<0.061
3.0
14.0
200
Chromium (III) as Total
20
36
23
23
18
35
20
25
14
19
41
14
360,000
23,000
350,000
Chromium (VI)
0.41
0.19 J
0.48
0.22 J
0.23 J
0.35 J
0.52
0.43 J
0.40 ,
0.13 J
0.30 J
0.12 J
3.8
0.31
6.5
Lead
17
13
15
14
12
12
11
17
11
24
17
7.2
270
NS
NS
Selenium
<0.42
<0.40
<0.41
<0.40
<0.40
<I
<0.41
--0.44
2.1
78
1,200
Silver
0.062 J
0.054 J
0.054 J
0.041 J
0.047 J
0.050 J
0.058 J
0.068 J
<0.0"
<0.035
0.050 J
0.058 J
3.4
78
1,200
Mercury
0.0083 J
0.011 J
0.011 J
0.027 J
<0.0081
<0.0089
0.035
0.020 J
<0.0096
1.0
2.3
9.7
Notes:
mg/Kg = milligrams per kilogram = ppm (parts per million)
<0.0088 = Less than the method Detection Limit (DL) as shown on the associated analytical report
NS denotes no published standard
Soil sample results are compared to the NCDEQ PSRGs dated January 2021
IHSB = Inactive Hazardous Sites Branch
PSRG = Preliminary Soil Remediation Goal
Bold conentration on sample result indicates and exceedance of the Protection of Groundwater PSRG
Red conentration on sample result indicates and exceedance of the Residential Health Based PSRG
J Flag denotes an estimated concentration between the laboratory Reporting Limit (RL) and the DL
DUP-1 is duplicate of SS-4; DUP-6 is duplicate of SS-1

TABLE 4: SUMMARY OF IN -SITU SOIL ANALYTICAL RESULTS
Environmental Assessment - Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Project No. 49 10039-A
Sample Identification
IS-1-1
DUP-2
IS-2-1
IS-2-2
IS-3-1
IHSB Protection of
Groundwater PSRG
IHSB Residential
Health Based
PSRG
IHSB
Industrial/Commercial
Health Based
PSRG
Sample Date
10/28/2020
10/28/2020
10/27/2020
10/27/2020
10/27/2020
Sample Depth (feet)
0-5
0-5
0-5
5-10
0-5
VOCs by EPA 8260
Acetone
0.0092 J
0.0084 J
<0.0092
<0.0085
<0.0081
25
12,000
140,000
n-Butylbenzene
<0.00054
<0.00044
0.0037
<0.00051
<0.00048
4.5
780
12,000
sec-Butylbenzene
<0.00086
<0.00070
0.004
<0.00081
<0.00077
4.1
1,600
23,000
tert-Butyl benzene
<0.00064
<0.00053
0.0009 J
<0.00061
<0.00058
3.1
1,600
23,000
Isopropylbenzene (Cumene)
<0.00064
<0.00053
0.0009 J
<0.00061
<0.00058
2.3
410
2,100
Methylene Chloride
<0.0011
<0.00088
0.0011 J
<0.00097
0.025
58
650
Naphthalene
<0.00043
<0.00035
0.0078
<0.00041
<0.00039
0.39
2.1
8.8
SVOCs by EPA 8270
Anthracene
<0.11
<0.11
<0.099
<0.10
0.12 J
1,300
3,600
45,000
Benzo(a)anthracene
<0.13
<0.13
0.26
<0.13
0.46
0.35
1.1
21
Benzo(a)pyrene
<0.13
<0.13
0.25
<0.13
0.42
0.12
0.11
2.1
Benzo(b)fluoranthene
<0.13
<0.013
0.27
<0.13
0.47
1.2
1.1
21
Benzo(g,h,i)perylene
<0.12
<0.012
0.14 J
<0.11
0.25
15,600
NS
NS
Benzo(k)fluoranthene
<0.13
<0.13
<0.12
<0.13
0.18 J
12
11
210
Chrysene
<0.13
<0.13
0.27
<0.13
0.48
36
110
2,100
Fluoranthene
<0.12
<0.12
0.49
<0.11
0.84
670
480
6,000
Indeno(1,2,3-cd)pyrene
<0.14
<0.14
<0.13
<0.14
0.22
3.9
1.1
21
Phenanthrene
<0.11
<0.11
0.33
<0.10
0.62
134
NS
NS
Pyrene
<0.13
<0.13
0.51
<0.13
0.92
440
360
4,500
Metals
Arsenic
1.9
0.96 1.5
1.2
1.8
5.8
0.68
3.0
Barium
120
220 67
260
120
580
3,100
47,000
Cadmium
<0.057
<0.054 0.063 J
<0.054
4.6
3.0
14.0
200.0
Chromium (III) as Total
19
28 13
28
21
360,000
23,000
350,000
Chromium (VI)
0.32 J
0.26 J 0.19 J
0.18 J
<0.06
3.8
0.31
6.5
Lead
23
8.6 160
15
170
270
400
800
Selenium
<0.41
<0.39 <0.37
<0.39
<0.39
2.1
78
1,200
Silver
0.042 J
0.081 J 0.038 J
<0.035
0.061 J
3.4
78
1,200
Mercury
0.027 J
<0.0090 0.048
<0.0084
0.019 J
1.0
2.3
9.7
Notes:
Sample IS-S-1 is reflected on the associated analytical laboratory report as IS-S-7.
mg/Kg = milligrams per kilogram = ppm (parts per million)
<0.0088 = Less than the method Detection Level (DL) as shown on the associated analytical report
Soil sample results are compared to the NCDEQ PSRGs dated January 2021
IHSB = Inactive Hazardous Sites Branch
PSRG = Preliminary Soil Remediation Goal
Bold conentration on sample result indicates and exceedance of the Protection of Groundwater PSRG
Red conentration on sample result indicates and exceedance of the Residential Health Based PSRG
Results denoted with a J are below the reporting limit but above the method's detection limit and are estimated results
J Flag denotes an estimated concentration between the laboratory Reporting Limit (RL) and the DL
NS denotes no published standard
DUP-2 is duplicate of IS-1-1

Table 5: Summary of Groundwater Laboratory Analytical Results
Environmental Assessment- Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Project No. 49:10039-A
Parameter
ANALYTICAL RESULTS
Sample ID
GWA
DUP-3
GW-2
GW-3
GW-4
GW-5
GW-6
GW-7
Trip Blank
NCAC 2L Groundwater
Standards
Residential Vapor
Intrusion Groundwater
Screening Levels
Non -Residential Vapor
Intrusion Groundwater
Screening Levels
Collection Date
11/4/2020
11/3/2020
11/16/2020
11/4/2020
METHOD 8260 VOLATILE ORGANIC
COMPOUNDS
(VOCS)
Acetone
12J
14J
33J
4.7
14J
16J
28J
5.91
6,000
4,500,000
19,000,000
tert-Amyl Methyl Ether (TAME)
<0.14
<0.14
<0.14
<0.14
<0.14
0.54
<0.14
<0.14
<0.14
128
1,100
4,700
2-Butanone (MEK)
<1.9
<1.9
2.8J
<1.9
<1.9
2AJ
6.6J
<1.9
<1.9
4,000
450,000
1,900,000
tert-Butyl Alcohol (TBA)
<4.2
<4.2
<4.2
<4.2
<4.2
<4.2
22
<4.2
<4.2
10
61
270
n-Butylbenzene
<0.21
<0.21
<0.21
<0.21
<0.21
<0.21
0.30J
<0.21
<0.21
70
NS
NS
sec-Butylbenzene
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
0.38J
<0.16
<0.16
70
NS
NS
tert-Butylbenzene
<0.17
<0.17
<0.17
<0.17
<0.17
<0.17
0.31J
<0.17
<0.17
70
NS
NS
Chlorobenzene
<0.15
<0.15
<0.15
2.7
<0.15
<0.15
<0.15
1.0
<0.15
50
82
340
1,3-Dichlorobenzene
<0.12
<0.12
0.13J
<0.12
<0.12
<0.12
<0.12
<0.12
<0.12
200
NS
NS
1,4-Dichlorobenzene
713
<0.13
<0.13
0.27J
<0.13
<0.13
<0.13
0.15
<0.13
6
2.6
11
1,2-Dichloroethane
<0.41
<0.41
1 <0.41
<0.41
<0.41
1 2.2
<0.41
1 <0.41
<0.41
0.4
2.2
9.8
cis-1,2-Dichloroethylene
<0.13
<0.13
0.17J
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
70
NS
NS
Diisopropyl Ether (DIPE)
<0.17
<0.17
<0.17
<0.17
0.46J
0.90
0.21J
<0.17
<0.17
70
1,400
5,900
Isopropylbenzene (Cumene)
<0.17
<0.17
<0.17
<0.17
<0.17
<0.17
1.5
<0.17
<0.17
70
180
750
p-Isopropyltoluene (p-Cymene)
<0.20
<0.20
<0.20
1 <0.20
<0.20
<0.20
0.60J
<0.20
<0.20
25
NS
NS
Methyl tert-Butyl Ether (MTBE)
0.54J
0.61J
0.34J
<0.25
<0.25
5.6
<0.25
<0.25
<0.25
20
450
2,000
n-Propylbenzene
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
0.191
<0.13
<0.13
70
490
2,000
Tetrahydrofuran
1.1
1.1
<051
1
<01
<0.51
<0.51
<0.51
NOS
14
610,000
Toluene
05
04
<0.
<0. 14
<04
0.70
<0.14
<0.14
<0.
114
0
3Q000
16,0006
Trichloroethylene (TCE)
<0.24
70.24
0.58J
<0.24
<0.24
<0.24
<0.24
<0.24
<0.24
3
1
4.4
No other targeted VOCs analyzed were detected above their respective method
detection limits
METHOD 8270D SEMI -VOLATILE ORGANIC COMPOUNDS (SVOCS)
Acenaphthene (SIM)
<0.034
<0.035
<0.035
0.111
0.039J
<0.035
<0.035
<0.034
NA
80
NS
NS
Anthracene (SIM)
<0.033
<0.034
<0.034
<0.033
0.040J
<0.034
<0.034
<0.033
NA
2,000
NS
NS
Di-n-butylphthalate
0.61J
0.51J
<0.48
<0.48
<0.49
<0.49
<0.49
<0.47
NA
700
NS
NS
1,2-Dichlorobenzene
<0.47
<0.48
<0.48
<0.48
<0.49
<0.49
0.501
<0.47
NA
20
530
2,200
Diethylphthalate
5.9J
5.8J
<0.24
<0.23
<0.24
1.7J
0.34J
<0.23
NA
6,000
NS
NS
Fluorene (SIM)
<0.035
<0.036
<0.036
<0.035
0.044J
<0.036
<0.036
<0.035
NA
300
NS
NS
3,4-Methylphenol
<0.21
<0.21
1.1J
0.50J
1.1J
<0.22
<0.22
<0.21
NA
NS
NS
NS
Phenanthrene(SIM)
<0.031
<0032
<0032
<0
0.041J
<0.032
0.032J
<0.031
N
00
N
NS
.20
<
0.21
<0.21
<0.21
0.30J
<0.21
<0.20
NA
30
SPhenol
N
NS
No other targeted SVOCs analyzed were detected above their respective method detection limits
DISSOLVED METALS
Arsenic
2.8
2.7
1.6
4.0
4.2
<0.64
<0.64
4.3
NA
10
NS
NS
Barium
140
140
130
210
520
61
340
170
NA
700
NS
NS
Cadmium
<0.038
<0.038
<0.038
<0.038
<0.038
0.151
<0.038
<0.038
NA
2
NS
NS
Chromium (III) as Total
0.991
1.3
1.0
2.0
<0.92
1.2
1.6
<0.92
NA
10
NS
NS
Chromium NO
<0.002
<0.002
<0.002
<0.002
<0.002
<0.002
<0.002
<0.002
NA
10
NS
NS
Lead
<0.085
<0.085
0.111
0.89
<0.085
0.12J
0.25J
0.13J
NA
15
NS
NS
Selenium
2.7J
2.8J
2.9J
<1.6
7.3
<1.6
<0.16
2.5J
NA
20
NS
NS
Silver
<08
<0
<0
0
NS
NS
<0.008
0
08
08
0000
1
.18Mercu
NS
Notes:
NCAC 2L Groundwater Standards = North Carolina Administrative Code, Title 15A Subchapter 02L Groundwater Standards, July 2016.
Residential & Non -Residential Vapor Intrusion Groundwater Screening Levels (GWSLs) , NCDEQ, January 2021.
All concentrations are shown in pg/L (micrograms per Liter).
NS denotes no published standard
NA denotes Not Analyzed
Bold denotes concentration that equals or exceeds the NC 2L Groundwater Standards.
Underlined concentration on sample result indicated an exceedance of the Residential GWSLs, January 2021.
J-Flag = Reported Concentrations are Estimated
DUP-3 = Duplicate of GW-1

TABLE 6: FREE PRODUCT REMOVAL
Environmental Assessment — Wrights Executive Sales
Brownfields Program Site No. 24007-20-032
721 and 723 Rigsbee Avenue; 620 and 616 Foster Street, Durham, Durham County, North Carolina
ECS Project No. 49:10039-A
MW-2
MW-2 Free
MW-2 Depth
Depth to
Product
Approximate Volume of Free Product
Date
to Product
Water
Thickness
Removed (Liters)
(feet)
(feet)
(feet)
10/23/2020
13.90
7.55
6.35
Not Bailed
10/26/2020
13.83
7.72
6.11
6
10/28/2020
10.04
8.43
1.61
1.5
10/29/2020
8.88
8.63
0.25
0.08
11 /2/2020
9.23
8.65
0.58
0.1
11 /3/2020
9.09
8.73
0.36
0.06
11 /16/2020
7.45
7.30
0.15
0.04
Notes:
Volumes measured in Liters
Free Product removed continuously until no visual amount of free product remained.
Free Product removed with bailer.

GeerHouse I Durham, NC
Cut and Fill Diagram
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