15031_WPDA Inc - Area 1_Environmental Management Plan(EMP)_2020.03.09

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EMP Version 2, June 2018
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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GENERAL INFORMATION

Date: 12/19/2019 Revision Date (if applicable): 3/8/2020

Brownfields Assigned Project Name: WPDA, Inc. – Area 1

Brownfields Project Number: 15031-11-034

Brownfields Property Address: Building 601-1, Reynolds Boulevard, Winston-Salem, Forsyth County,
NC (Area-1)

Brownfields Property Area (acres): 37.41-acres
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): Cook Winston-Salem, LLC
Contact Person: Bryan Griswold
Phone Numbers: Office: [phone] Ext. 396210 Mobile: [phone]
Email: [e-mail]

Contractor for PD: Frank L. Blum Construction Company
Contact Person: Alex Irvin, Superintendent
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Environmental Consultant: ECS Southeast, LLP
Contact Person: Scott M. Werley, P.G.
Phone Numbers: Office: 919-861-9846 Mobile: [phone]
Email: [e-mail]

Brownfields Program Project Manager: Sarah Hardison and Joselyn Harriger
Phone Numbers: Office: 919-707-8382 and 704-235-
2195
Mobile: Click or tap here to enter text.
Email: [e-mail] and [e-mail]

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Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Inactive Hazardous Site Branch (Salem Uniform Service – NONNCD0002438) – Contact: Western
Regional Office, Winston-Salem: 450 W. Hanes Mill Rd, Winston-Salem NC 27105 PH [phone]

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 onsite task:

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
☐☐☐☐Other specify:
Phase I Renovation (The Loom Project). Renovation of existing space into a sterilized and air
conditioned clean room that will house looms used for the manufacturing of medical equipment.

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

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detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
The building will be renovated by Cook Medical in two phases (with some demolition). Only
Phase I is being addressed at this time. Some new domestic and fire suppression line feeds from
Reynolds Blvd. to Building 601-1 will are planned. Phase I renovation will consist of the “Loom
Project” and will focus primarily on constructing a sterilized and air conditioned clean room that
will house looms used for manufacturing medical equipment. The Loom Project will be located in
the eastern portion of the existing building 601-1. Building 601-1 is a slab on grade primarily one
story building. A second floor exists in the southeast corner and is serviced by 2 elevators
without elevator pits. Construction of the Loom Project is expected to begin near the end of
March and be completed near the end of September 2020. Utility upgrades (water, sewer, fire
suppression, etc.), roof replacement, and interior remodeling are expected to be part of the
Loom Project. Building footprint expansion is not planned. As part of the utility upgrades, new
water and fire suppression systems will be extended from bermed landscape areas consisting of
above ground vaults from Reynolds Blvd. toward the west side of the Phase I Loom project.
Onsite soil will be utilized if required in this bermed area and addressed through final grade
sampling at the conclusion of the project.

Phase II renovation is not included in this EMP; however, in the future will likely consist of
renovating approximately 350,000 square feet of space in the eastern half of the 601-1. Phase II
renovations will be conducted in the future following completion of the Loom Project. Plans have
not been finalized at this time but in general Phase II renovations will consist of interior
remodeling, roof removal and replacement, demolition of exterior racking and the eastern
exterior wall with plans for a new entrance and exterior green-space. Exterior improvements to
utilities, pavements, loading/receiving docks, are planned and includes plans for addressing the
former decorative fountain along Reynolds Boulevard.

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?
☒☒☒☒ Yes ☐☐☐☐ No ☐☐☐☐ Unknown
☒☒☒☒ If yes, 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

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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: 12/4/2019

b) Anticipated duration (specify activities during each phase):
5-6 months for Phase I

c) Additional phases planned? ☐☐☐☐ Yes ☐☐☐☐ No
If yes, specify the start date and/or activities if known:
Start Date: Yes, additional phases are planned, but not scheduled at this time. If required an
amended/updated EMP will be submitted for significant changes to plans outside of
retrofit/renovation & utilities specific to Phase II and for all future phases, if any.
Planned Activity:
Click or tap here to enter text.

Start Date: Planned to follow Phase I completion sometime in 2020. Notification of start of
additional phase will be provided to DEQ. If substantial changes to Phase II plans are made the
EMP will need to be amended/updated.
Planned Activity:
Phase II renovation is not included in this EMP; however, in the future will likely consist of
renovating approximately 350,000 square feet of space in the eastern half of the 601-1. Phase
II renovations will be conducted in the future following completion of the Loom Project. Plans
have not been finalized at this time but in general Phase II renovations will consist of interior
remodeling, roof removal and replacement, demolition of exterior racking and the eastern
exterior wall with plans for a new entrance and exterior green-space. Exterior improvements
to utilities, pavements, loading/receiving docks, are planned and includes plans for addressing
the former decorative fountain along Reynolds Boulevard.

Start Date: Unknown
Planned Activity:
Click or tap here to enter text.

d) Provide the planned date of occupancy for new buildings: No new buildings are proposed for
this infrastructure project.

CONTAMINATED MEDIA

1) Contaminated Media on the Brownfields Property
Part 1. Soil:……………………………………….……………. ☐☐☐☐ Yes ☒☒☒☒ No ☐☐☐☐ Suspected
Part 2. Groundwater:.……………………….……..……. ☒☒☒☒ Yes ☐☐☐☐ No ☐☐☐☐ Suspected

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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

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)

2) Depth of known or suspected contaminants (feet):
Soil thickness above the inferred soil to groundwater interface is approximately 28 to 30 feet
based upon historical depth to water measurements reported in monitoring wells identified as
MW-13(d) and MW-13(i), and approximately 10 to 11 feet in monitoring well MW-15 (i) which
are downgradient sentinel wells associated with upgradient Former Salem Uniform Services
Facility (NCDEQ Site #NONCD0002438).

3) Area of soil disturbed by redevelopment (square feet):
14,602 sq. ft. of total disturbed area including hedgerow clearing. See Plan Sheet No. C-1.1.
Removed bushes, hedges, and/or trees will be required to have residual soil removed from their
root structures via mechanical means such as tumblers or shakers, if necessary, to dislodge soil
material from organic debris prior to disposal offsite.

Utility upgrades (water, sewer, fire suppression, etc.) are included in this part of the Loom
Project. Building footprint expansion is not planned. As part of the utility upgrades, new water
and fire suppression systems will be extended from bermed landscape areas consisting of above
ground vaults from Reynolds Blvd. toward the west side of the Phase I Loom project. Onsite soil
will be utilized if required in this bermed area and addressed through final grade sampling at the
conclusion of the project.

4) Depths of soil to be excavated (feet):
Utility trenches that may be required will be a minimum of 5.5 feet deep and a maximum of 10.5
feet deep depending on the depth of existing utilities that have to be crossed.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Approximately 3,000 cubic yards of utility trench excavation with the cuts ranging from a

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minimum of 5.5 feet below ground surface (bgs) to a maximum of 10.5 feet bgs. See attached
renovation plans.

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
0.0 cubic yards

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
0.0 cubic yards

Part 1.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 preliminary data available).

1) HAZARDOUS WASTE DETERMINATION:
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).
Click 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 POLICY THE 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 Click 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)

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Click or tap here to enter text.

☒☒☒☒ If no, explain rationale:
Soil vapor results have not indicated the presence of an onsite soil source.
Additionally, the site’s recognized environmental conditions have been reported
to be associated with the documented offsite sources.

d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAY NOT 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
☒☒☒☒ 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; or,
2.) Placed below two (2) feet of demonstrably clean fill cap material.
It will not be placed below potential future structures built for occupancy.

☒☒☒☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-recorded if

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actions are Post-Recordation).
☒☒☒☒ GPS the location and provide site map with final location.
☐☐☐☐ Other. Please provide a description of the measure:

4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
☒☒☒☒ Yes, describe the method will include:
Significant areas of contaminated soil are not expected to be encountered or disturbed
during the Phase I Loom Room Project. If required an amended/updated EMP will be
prepared for the future planned Phase II. 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 if necessary. 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:
Click or tap here to enter text.

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 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 to enter text.

Soil Sample Collection
☒☒☒☒ Yes, describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.):
Click or tap here to enter text.

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The necessity for the collection of soil samples is not anticipated; however if suspected
soil impact is encountered during installation or removal of utilities, excavation will
proceed only as far as needed to allow construction of the utility to continue and/or only
as far as needed to allow alternate corrective measures described below.
Suspect impacted soil excavated during utility line installation or removal 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 and samples are required, the stockpile will be gridded off in
approximately 1,000 cubic yard (CY) cells for the collection of approximately one 5 point
composite sample for every 1,000 CY and 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 6010C & 7471B

☐☐☐☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐☐☐☐ 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, hexavalent chromium by EPA Method 7199
will also be analyzed.

☒☒☒☒ 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:

☐☐☐☐ 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 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):
Click or tap here to enter text.

☐☐☐☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐☐☐☐ 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.):
f detections indicate a potential for the soil to be hazardous, TCLP analysis will
be utilized. If RCRA metals are analyzed, 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.
Click or tap here to enter text.

☒☒☒☒ If final grade sampling was NOT selected please explain rationale:
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 utility 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.

Click or tap here to enter text.

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Part 1.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?
N/A, It is still doubtful that imported soil will be required to be imported to the site.

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.)
N/A

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 virgin material from a permitted location – Vulcan Construction Materials, LLC North
Quarry, on Patterson Road, Winston-Salem, Forsyth County, North Carolina (NCDEQ, DEMLR
Permit #34-02) is to be utilized, however additional borrow sources of virgin fill may be utilized
upon prior program approval.

If import is needed, for permitted locations on DEMLR’s 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).

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 at the Brownfields property.
Sampling protocol of one composite soil sample, except for VOCs which will be grab samples,
collected for approximately every 1,000 cubic yards of imported soil fill will be conducted
following NCDEQ approval of the work plan. ABC stone and 57 stone will not require analysis as
long as it is documented to the NCDEQ that it is all new material and not mixed with recycled
material brought into the quarry.

IF REQUIRED, 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

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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 6010, 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 6010C and 7471B

☐☐☐☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐☐☐☐ 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.):
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, and 57 stone from a NCDEQ approved quarry, if necessary.

Part 1.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,

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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.
N/A

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 that a 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).
Although no soil is proposed to be transferred offsite at this time, if the need arises it will be
transported to the most appropriate type of facility based upon testing results and Brownfields
program manager approval. These test results would need to be addressed through a
Brownfields approved work plan prior to assessment.

Generally, soil samples will be collected from export soil at a rate of one sample per every
approximate 400 to 500 CY of export.

Part 1.D. MANAGEMENT OF UTILITY TRENCHES

☐☐☐☐ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)

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☒☒☒☒ 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?
☐☐☐☐ If yes, provide specifications on barrier materials:
Click or tap here to enter text.

☒☒☒☒ If no, include rationale here:
Impacted soil is not anticipated to be encountered.

Other comments regarding managing impacted soil in utility trenches:
If the contractor/workers encounters suspected impacted soil based upon staining or odors, 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. Prior to soil re-use
onsite, 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.

Based on proximity to onsite shallow groundwater, there are concerns soils may have impacts and
may result in vapors. If vapors are detected during utility trenching the contractor/workers should
stop work, take appropriate worker safety measures and contact ECS to mobilize to the site for
observation and documentation. If the vapors are 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 be
contacted to assist in documenting the conditions and providing engineering controls for the vicinity
of concern.

PART 2. GROUNDWATER – Please fill out the information below.

1) What is the depth to groundwater at the Brownfields Property?
Depth to groundwater is approximately 28 to 30 feet based upon historical depth to water
measurements reported in monitoring wells identified as MW-13(d) and MW-13(i), and
approximately 10 to 11 feet in monitoring well identified as MW-15 (i) which are downgradient
sentinel wells associated with upgradient Former Salem Uniform Services Facility (NCDEQ Site
#NONCD0002438).

2) Is groundwater known to be contaminated by ☐☐☐☐onsite ☒☒☒☒offsite ☐☐☐☐both or ☐☐☐☐unknown
sources? Describe source(s):
Potential Historical Onsite Source(s):
Potential Offsite Source(s):

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The property located at 4015 North Cherry Street approximately 1,000 feet north of the subject
property is listed in environmental databases as Gwyn Property, Gwyn Commercial Property,
Salem Uniform Facility and N. Cherry St./Polo Road. A release of chlorinated solvents (Incident
Number 16458) has been reported in the groundwater and surface water of the property. The
extent of the chlorinated solvent plume appears to extend to the subject property.

Several off-site properties within the minimum ASTM search distances were identified in a Phase
I ESA Report prepared by ECS and dated December 20, 2018 including:

1.) A registered UST identified to be associated with a building approximately 180 feet west
of Area 1. The building reportedly contained one 12,000-gallon fuel oil UST which was
installed in 1979 and removed in 1993, and one 10,000-gallon diesel UST which was installed
in 1959 and removed in 1979.

That building currently contains a 10,000-gallon heating/fuel oil UST which was installed in
1979. Based on the proximity to the subject property and its up-gradient relationship to the
Area 1, the UST was determined to be a REC for Area 1; and

2.) The Allen Gwyn Property, located approximately 950 feet northwest of the subject
property was identified on several databases. Tanks were reportedly removed from the
property in 1994 and groundwater and soil contamination was detected. A cleanup reportedly
occurred. Chlorinated solvents trichloroethylene (TCE), tetrachloroethylene (PCE), and cis-1,2-
dichlorothylene (DCE) were detected in monitoring wells at concentrations greater than the
North Carolina groundwater quality 2L Standards during a Limited Site Assessment in
response to the release. A Comprehensive Site Assessment (CSA) was reportedly performed
to determine the extent of the plume.

ECS accessed the NCDEQ website, to obtain additional information on the incident. No
information was available in the Dry Cleaning Solvent Act (DSCA) section, but the facility was
listed on the Brownfields Sites and Boundaries Map section and the Hazardous Waste section.
According to information obtained from the website, the facility is listed as Brownfields
Project Number 07011-03-34 and Hazardous Site No. NONCD0002438.

A copy of the facility's most recent Annual Land Use Restriction Update correspondence was
reviewed from the NCDEQ, dated February 17, 2017. A copy of AECOM's May 2017
Groundwater and Air Monitoring Report was also reviewed. ECS also reviewed the S&ME
Phase I ESA report for the subject property, dated February 3, 2012. According to information
in AECOM's report, the horizontal extent of the dissolved PCE plume in the shallow and deep
aquifer extends south and is located beneath the western portion of the subject property.

Based on that information, ECS performed soil gas sampling for the subject property and
issued a report of its findings on October 17, 2017. According to the report, laboratory
analysis of soil gas samples collected in Building 601-1 (the site) detected VOCs above the
Residential but not the Non-Residential Vapor Intrusion Screening concentrations.

3) What is the direction of groundwater flow at the Brownfields Property?

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The topography of the property is rolling with general surface water flow toward the
southwest. Shallow groundwater as reported in previous assessments conducted for the Former
Salem Uniform Facility (NCDEQ Site #NONCD0002438) indicates flow is to the south in the site
vicinity.

4) Will groundwater likely be encountered during planned redevelopment activities?
☐☐☐☐Yes ☒☒☒☒No
If yes, describe these activities:
Click or tap here to enter text.

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., dewatering of 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.

5) Are monitoring wells currently present on the Brownfields Property?.................☒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:
Former Salem Uniform Facility monitoring wells identified as MW-13 (i), MW-13 (d), MW-14, and

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Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require 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
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):
Surface water is shown on the included Figure 1: Site Topographic Location Map. It is reported
as a portion of Silas Creek, a double culverted perennial stream. This surface water is not
anticipated to be disturbed, culverted, replaced, or repaired.

According to a November 28, 2012 Interim Data Report for Sampling Conducted on the R.J.
Reynolds Tobacco Company Property Under Remedial Investigation Work Plan Addendum 1
prepared by AECOM for the Former Salem Uniform Services Facility “PCE is present in surface
water/storm water within the buried storm water piping network on the RJRT property.
However, the PCE concentrations were below the 2B Surface Water Standards on the date
sampled.”

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
MW-15 are located on the property. The monitoring wells are associated with the ongoing monitoring
of the Former Salem Uniform Facility (NCDEQ Site #NONCD0002438). These wells will be protected
from disturbance. The contractor will be shown their exact locations to ensure they are not disturbed.
This is feasible as they are outside of the Phase I disturbance area.

If these wells are damaged they will be required to be abandoned and then reinstalled per the
Inactive Hazardous Site Branch (IHSB) and per Brownfields Land Use Restriction k and l.

IHSB (Salem Uniform Service – NONNCD0002438) – Contact: Western Regional Office, Winston-Salem:
450 W. Hanes Mill Rd, Winston-Salem NC 27105 PH [phone]

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construction schedule). If accumulated water remains, samples of the accumulated water will be
collected and analyzed for VOCs, SVOCs, and 8 RCRA 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 by allowing it to re-infiltrate on the site or
discharged to the storm sewer in accordance with municipal, state and federal requirements

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):
A portion of Silas Creek is culverted underground on the property which may have sediment;
however, the culverted area is outside of the Phase I Loom Project area within Building 601-1.
Regardless, the stream and its culvert are not anticipated to be disturbed during the renovation
project.

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
IHSB Industrial/Commercial Screening Levels:
Soil Vapor:………..☐☐☐☐ Yes ☒☒☒☒ No ☐☐☐☐ Unknown
Groundwater:…..☐☐☐☐ Yes ☒☒☒☒ No ☐☐☐☐ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.

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3) If applicable, at what depth(s) is soil vapor known to be contaminated?

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 vapor is encountered or ventilation is warranted, work in the vicinity will be
halted, the NCDEQ will be notified and additional assessment will be discussed with Brownfields.

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-13 through and SG-16 were collected from building
601-1. Ethylbenzene and xylenes in SG-15 and SG-16 were reported to be in excess of the 2017
Residential VISLs; however, concentrations were below Non-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 soil vapor is encountered or ventilation is warranted, work in the vicinity will be
halted, the NCDEQ will be notified and additional assessment will be discussed with Brownfields.

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:
Not applicable

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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:
Click or tap here to enter text.

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:
Based upon current available data ECS opines that a VIMS does not appear to be required for
building 601-1 where sub-slab soil gas samples have indicated no exceedances of Non-
Residential VISLs in samples identified as SG-13 through SG-16.

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, or other 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 6010 and 7471B.

☐☐☐☐ Pesticides: Specify Analytical Method Number(s):
Indoor air quality data is unknown to exist for the site.

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Click or tap here to enter text.

☐☐☐☐ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.

☒☒☒☒ 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
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 Forsyth County Fire Marshall. Residual liquids
will be disposed of property offsite at an approved 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 for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, RCRA 8-Metals by
EPA Method 6020, and Hexavalent Chromium by EPA Method 7199.

Sub-Grade Feature/Pit:
Soil samples will be collected for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, RCRA 8-
Metals by EPA Method 6020, 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, SVOCs by EPA Method 8270, RCRA 8-
Metals by EPA Method 6020, and Hexavalent Chromium by EPA Method 7199.

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, 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

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affected soil as it will not be allowed to be reburied on site.

Re-Use of Impacted Soils On-Site:
Although not anticipated, soil samples will be collected for VOCs by EPA Method 8260, SVOCs by
EPA Method 8270, RCRA 8-Metals by EPA Method 6020, 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 1.A. 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:
Click or tap here to enter text.

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 1/31/2021

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).

☒ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment

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Summary Report in compliance with the site’s Brownfields Agreement.

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SOURCE:
USGS TOPOGRAPHIC MAP
RURAL HALL, DATED 1969 AND REVISED
1997
FIGURE 1
SITE TOPOGRAPHIC LOCATION MAP
RJR WHITAKER PARK – AREA 1
REYNOLDS BOULEVARD
WINSTON-SALEM, FORSYTH COUNTY, NC
BROWNFIELDS PROJECT NO. 15031-11-034
ECS PROJECT NO. 49:7968-E
APPROXIMATE SITE BOUNDARY
2,000’
Area 1
SOURCE:
GOOGLE EARTH AERIAL PHOTOGRAPH,
DATED 2015
FIGURE 2
SITE AERIAL LOCATION MAP
RJR WHITAKER PARK - AREA 1
REYNOLDS BOULEVARD
WINSTON-SALEM, FORSYTH COUNTY, NC
BROWNFIELDS PROJECT NO. 15031-11-034
ECS PROJECT NO. 49:7968-E750’
APPROXIMATE SITE BOUNDARY
LOOM ROOM PROJECT AREA
Area 1
SOURCE:
GOOGLE EARTH AERIAL PHOTOGRAPH,
DATED 2015
FIGURE 3
AREA 1 SOIL GAS SAMPLE LOCATION MAP
RJR WHITAKER PARK – AREA 1
REYNOLDS BOULEVARD
WINSTON-SALEM, FORSYTH COUNTY, NC
BROWNFIELDS PROJECT NO. 15031-11-034
ECS PROJECT NO. 49:7968-E330’
EXPLANATION
APPROX. AREA-1 BOUNDARY
LOOM ROOM PROJECT AREA
SOIL GAS SAMPLE (2017)
SOIL GAS/RADON SAMPLE (2017)
AREA 1 BUILDING NUMBER
601-11 601-1
601-1
SG-1
SG-2
SG-3 SG-4
SG-5
SG-6
SG-7/Dup-601
SG-13
SG-14 SG-15
SG-16
SG-8
Area 1
SOURCE:FIGURE 4
PCE IN GROUNDWATER MAP
RJR WHITAKER PARK – AREA 1
REYNOLDS BOULEVARD
WINSTON-SALEM, FORSYTH COUNTY, NC
BROWNFIELDS PROJECT NO. 15031-11-034
ECS PROJECT NO. 49:7968-E
MW-15 (i)
MW-13 (i)/(d)
MW-13 (i)/(d)MW-15 (i)
MW-13 (i)/(d)
MW-15 (i)
601-1
601-11
601-1601-11 NMW-14
SOURCE:FIGURE 5
GROUNDWATER CONCENTRATION
SUMMARY - MW-13(i), (d), and MW-15 (i)
RJR WHITAKER PARK – AREA 1
REYNOLDS BOULEVARD
WINSTON-SALEM, FORSYTH COUNTY, NC
BROWNFIELDS PROJECT NO. 15031-11-034
ECS PROJECT NO. 49:7968-E
TABLE 1: SUMMARY OF SOIL GAS ANALYTICAL RESULTS - WPDA, INC. AREA 1
Sub-Slab Sample Locations within Interior of Building 601-11 and Soil Gas Exterior to Buildings 601-1 and 601-11
WPDA, Inc. Area 1
Winston Salem, Forsyth County, North Carolina
Brownfields Project 15031-11-034
ECS Project 49:7968-E
Parameter
Location
Sample ID SG-1 SG-2 SG-3 SG-4 SG-5 SG-6 SG-7 Dup-601 SG-8
Date Sampled
Dichlorodifluoromethane (F12)6.8 8.8 6.9 9.1 8.2 7.3 <5.0 <5.0 <5.0 695 8,760 700 8,800
Trichlorofluoromethane (F11)13 <5.6 <5.6 <5.6 100 1,400 <5.6 <5.6 280 NS NS NS NS
Benzene <3.2 <3.2 6.1 <3.2 <3.2 3.9 17 21 19 120 1,570 120 1,600
Carbon Disulfide <6.3 25 47 <6.3 27 17 <6.3 <6.3 32 4,870 61,300 4,900 61,000
Chloroform <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 11 40.7 533 41.0 530
Chloromethane <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 20 25 12 626 7,880 630 7,900
Chloroethane <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 NS NS NS NS
2-Butanone (MEK)<30 30 <30 <30 <30 <30 <30 <30 <30 4,170 438,000 35,000 440,000
cis-1,2-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 5.4 NS NS NS NS
Ethylbenzene 9 <4.4 9.9 <4.4 <4.4 <4.4 <4.4 <4.4 5.6 374 4,910 370 4,900
4-Ethyltoluene 5.1 <5.0 5.7 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 NS NS NS NS
Methylene Chloride <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 4.5 4,170 52,600 4,200 53,000
Toluene 13 7.6 59 3.9 20 14 13 4.8 34 34,800 438,000 35,000 440,000
Tetrachloroethylene (PCE)<6.9 24 <6.9 39 23 8.5 <6.9 <6.9 56 278 3,500 280 3,500
Trichloroethylene (TCE)<5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 12 13.9 175 14.0 180
1,3,5-Trimethylbenzene 8.1 <5.0 6.9 <5.0 <5.0 5.6 <5.0 <5.0 6.4 NS NS 420 5,300
1,2,4-Trimethylbenzene 21 16 24 13 15 22 16 11 25 48.7 613 420 5,300
Vinyl Chloride <2.6 <2.6 <2.6 <2.6 <2.6 <2.6 <2.6 <2.6 5.0 55.9 2,790 56.0 2,800
m&p-Xylenes 44 10 42 <8.8 17 17 13 <8.8 21 695 8,760 700 8,800
o-Xylene 18 5.2 18 4.5 7.8 9.5 7.9 5.4 12 695 8,760 700 8,800
Notes:
Concentrations are presented in micrograms per cubic meter (µg/m3)NS = No Standard
DWM Non-Residential Vapor Intrusion Screening Levels were not exceeded.DWM = Division of Waste ManagementDup-601 = Duplicate of Sample SG-7
Residential Vapor
Intrusion Screening Levels (FEB 2018)
Non-Residential Vapor Intrusion Screening Levels
(FEB 2018)
ANALYTICAL RESULTS Non-Residential Vapor Intrusion Screening Levels
(2017)6/26/2017 6/27/2017
Residential Vapor Intrusion Screening Levels
(2017)
Building 601-11 Exterior Building 601-1
TABLE 2: SUMMARY OF SOIL GAS ANALYTICAL RESULTS - WPDA, INC. AREA 1 Sub-Slab Sample Locations within Interior of Building 601-1WPDA, Inc. Area 1
Winston Salem, Forsyth County, North Carolina
Brownfields Project 15031-11-034ECS Project 49:7968-E
Parameter
Location
Sample ID SG-13 SG-14 SG-15 SG-16
Date Sampled
Dichlorodifluoromethane (F12)47 64 27 35 695 8,760 700 8,800
Trichlorofluoromethane (F11)210 32 <5.6 32 NS NS NS NS
Benzene 6.3 7.8 8.9 <3.2 120 1,570 120 1,600
Carbon Disulfide 14 12 <6.3 22 4,870 61,300 4,900 61,000
Chloroform <4.9 <4.9 <4.9 <4.9 40.7 533 41 530
Chloromethane 2.7 5.2 <2.1 <2.1 626 7,880 630 7,900
Chloroethane <8.0 <8.0 <8.0 <8.0 NS NS NS NS
2-Butanone (MEK)<30 740 <30 <30 34,800 438,000 35,000 440,000
2-Hexanone (MBK)<8.3 32 <8.3 <8.3 209 2,630 210 2,600
Ethylbenzene <4.4 <4.4 1,500 940 374 4,910 370 4,900
4-Ethyltoluene <5.0 <5.0 <5.0 25 NS NS NS NS
Toluene 13 17 98 37 34,800 438,000 35,000 444,000
Tetrachloroethene (PCE)190 30 65 140 278 3,500 280 3,500
1,3,5-Trimethylbenzene <5.0 <5.0 <5.0 20 NS NS 420 5,300
1,2,4-Trimethylbenzene 9.9 11 14 34 48.7 613 420 5,300
Vinyl Chloride <2.6 <2.6 <2.6 <2.6 55.9 2,790 56 2,800
m&p-Xylenes 8.8 12 3,100 3,600 695 8,760 700 8,800
o-Xylene 5.0 7.6 1,400 1,400 695 8,760 700 8,800
Notes:Concentrations are presented in micrograms per cubic meter (µg/m3)
NS = No Standard
DWM Non-Residential Vapor Intrusion Screening Levels were not exceeded.BOLD = Exceeds 2017 and February 2018 DWM Residential Vapor Intrusion Screening LevelsDWM = Division of Waste Management
Non-Residential Vapor
Intrusion Screening Levels (FEB 2018)
Non-Residential
Vapor Intrusion Screening Levels
(2017)
7/5/2017
Residential Vapor
Intrusion Screening Levels
(2017)
Building 601-1 Residential Vapor Intrusion
Screening Levels (FEB 2018)
IDTask Name% Complete Duration Start Finish0COOK MEDICAL - LOOM PROJECT8%167 daysTue 1/7/20Wed 8/26/201PROJECT MILESTONES99%167 daysTue 1/7/20Wed 8/26/202Building Permit In-hand0%0 daysMon 3/16/20Mon 3/16/203Release Long Lead Time Equipment0%0 daysThu 3/5/20Thu 3/5/204MEP Rough-ins Complete0%0 daysWed 5/27/20Wed 5/27/205Conditioned Space0%0 daysMon 7/20/20Mon 7/20/206Ready for Loom Move0%0 daysTue 8/18/20Tue 8/18/207Substantial Completion0%0 daysThu 8/20/20Thu 8/20/208Ready for Training0%0 daysWed 8/26/20Wed 8/26/209PERMITTING / DRAWING SETS100%50 daysTue 1/7/20Mon 3/16/2014LONG LEAD TIMES0%40 daysThu 3/5/20Wed 4/29/2020CONSTRUCTION0%109 daysThu 3/19/20Tue 8/18/2021EXTERIOR & SITE WORK0%42 daysWed 4/1/20Thu 5/28/2022Site Fencing for Trenching Work 0%1 dayWed 4/1/20Wed 4/1/2023Silt Fence Installation 0%1 dayThu 4/2/20Thu 4/2/2024Removal of Hedge Row 0%4 daysFri 4/3/20Wed 4/8/2025Close Reynolds Blvd for Main Tie-In's0%5 daysFri 4/3/20Thu 4/9/2026Installation of Fire Line, Domestic & Irrigation to the Back Flows0%3 daysFri 4/10/20Tue 4/14/2027Set Back Flow & Meter Housing Boxes 0%3 daysWed 4/15/20Fri 4/17/2028Excavation for Utility Lines - Green Space 0%2 daysMon 4/20/20Tue 4/21/20293rd Party Soil Bearing Testing - Green Space 0%1 dayWed 4/22/20Wed 4/22/2030Utility Piping - Green Space 0%4 daysThu 4/23/20Tue 4/28/2031Back Fill and Temp Seeding - Green Space 0%2 daysWed 4/29/20Thu 4/30/2032Layout of New Utilities - Black Top 0%2 daysFri 5/1/20Mon 5/4/20COOK MEDICAL - LOOM PROJECTCOOK MEDICAL - LOOM PROJECTPROJECT MILESTONES3/16Building Permit In-hand3/5Release Long Lead Time Equipment5/27MEP Rough-ins Complete7/20Conditioned Space8/18Ready for Loom Move8/20Substantial Completion8/26Ready for TrainingPERMITTING / DRAWING SETSLONG LEAD TIMESCONSTRUCTIONEXTERIOR & SITE WORKSite Fencing for Trenching Work Silt Fence Installation Removal of Hedge Row Close Reynolds Blvd for Main Tie-In'sInstallation of Fire Line, Domestic & Irrigation to the Back FlowsSet Back Flow & Meter Housing Boxes Excavation for Utility Lines - Green Space 3rd Party Soil Bearing Testing - Green Space Utility Piping - Green Space Back Fill and Temp Seeding - Green Space Layout of New Utilities - Black Top MarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovQtr 1, 2019Qtr 2, 2019Qtr 3, 2019Qtr 4, 2019Qtr 1, 2020Qtr 2, 2020Qtr 3, 2020Qtr 4, 2020Qtr 1, 2021Qtr 2, 2021Qtr 3, 2021Qtr 4, 2021COOK MEDICAL - LOOM PROJECTProject: COOK MEDICAL - LOOM PROJECT Schedule Print Date: Mon 3/2/20 Project Completion Date: Wed 8/26/20
IDTask Name% Complete Duration Start Finish33Demo of Existing Items - Black Top 0%4 daysThu 4/9/20Tue 4/14/2034Saw Cutting - Black Top 0%3 daysWed 4/15/20Fri 4/17/2035Excavation for Utility Lines - Black Top 0%5 daysMon 4/20/20Fri 4/24/20363rd Party Soil Bearing Testing - Black Top 0%1 dayMon 4/27/20Mon 4/27/2037Utility Piping installation - Black Top 0%10 daysTue 4/28/20Mon 5/11/2038Saw Cut and Asphalt Removal - Building Tie In 0%3 daysTue 5/12/20Thu 5/14/2039Excavation fo Utility Lines - Building Tie In 0%3 daysFri 5/15/20Tue 5/19/20403rd Party Soil Boring Testing - Building Tie In 0%1 dayWed 5/20/20Wed 5/20/2041Utility Piping Installation - Black Top 0%4 daysThu 5/21/20Tue 5/26/2042Installation of Duct Bank From Duke Pole to Transformer 0%2 daysWed 5/27/20Thu 5/28/2043LOOM ROOM FOOTPRINT0%109 daysThu 3/19/20Tue 8/18/2044INTERIOR FRAMING & MEP ROUGH-INS0%63 daysThu 3/19/20Mon 6/15/2057FINISHES0%59 daysThu 5/28/20Tue 8/18/2071CLOSE-OUT0%17 daysTue 8/4/20Wed 8/26/20Demo of Existing Items - Black Top Saw Cutting - Black Top Excavation for Utility Lines - Black Top 3rd Party Soil Bearing Testing - Black Top Utility Piping installation - Black Top Saw Cut and Asphalt Removal - Building Tie In Excavation fo Utility Lines - Building Tie In 3rd Party Soil Boring Testing - Building Tie In Utility Piping Installation - Black Top Installation of Duct Bank From Duke Pole to Transformer LOOM ROOM FOOTPRINTINTERIOR FRAMING & MEP ROUGH-INSFINISHESCLOSE-OUTMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovQtr 1, 2019Qtr 2, 2019Qtr 3, 2019Qtr 4, 2019Qtr 1, 2020Qtr 2, 2020Qtr 3, 2020Qtr 4, 2020Qtr 1, 2021Qtr 2, 2021Qtr 3, 2021Qtr 4, 2021COOK MEDICAL - LOOM PROJECTProject: COOK MEDICAL - LOOM PROJECT Schedule Print Date: Mon 3/2/20 Project Completion Date: Wed 8/26/20
NOTSNIW CN,MELAS-RAWMJCR
UTCETH
C A R O LINNORTH ACERT. NO.
50356
C I
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A.P.
CHITECTUR
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COREGISTEREDA R
RP.Version Issue Name Date
NOTSNIW CN,MELAS-
YERFFEJ SR
E
WOSW.
CA R O LINNORTH AD
10627
ARCHI
T
E
EGISTER E
RCTCOOK MEDICALWHITAKER PARK RENOVATIONTHE LOOM PROJECT1001 Reynolds BlvdWinston Salem, NC 271057
date:
sheet
23456 1
commission:
Copyright 2020
CJMW Architecture, P.A.
drawn by:
A1.01
18-0340
CONSTRUCTION
DOCUMENTS
OVERALL EXISTING BUILDING PLAN
119 Brookstown Ave. Suite 100
Winston-Salem NC 27101
p. 336-724-1503
www.cjmw.com
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DNDNDNDN
DN
DNDN
UPUPUPUP UPUP UP UP
UP
UP
UP
UP
DN
UP
DN
UP
U U
S S
R R
P P
N N
M M
L L
K K
J J
H H
G G
F F
E E
D D
C C
B B
A A
AA AA
BB BB
22
22
1
1
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22z
22z
22y
22y
1z
1z
1y
1y
2z
2z
2y
2y
3z
3z
3y
3y
4z
4z
4y
4y
5w
5w
5v
5v
5u
5u
5t
5t
6z
6z
6y
6y
7z
7z
7y
7y
16z
16z
16y
16y
17z
17z
17y
17y
18z 18y 19z 19y
19y
21
21
20v
Ra Ra
Pa
Na Na
Ma
Mb
La
Lb
Ka Ka
Kb
Ja
Jb
Ha
Hb
Ga
Gb
Fa
Fb
Ea Ea
Eb Eb
Da
Db
Ca
Cb
Ba
Bb
Aa
Ab
12z
12z
13x
13x
11y
11y
11z
11z
10y
10y
12y
12y
8z
8z
8y
8y
9z
9z
9y
9y
13z
13z
13y
13y
16w
16w
15z
15z
15y
15y
14z
14z
14y
14y
T T
10z
10z
DD DD
BB1
CC CC
J1
23
Hc
AAa
AAc
AAd
EE
EE1
FF
17x
AAb
17b
17b
9x 12x
12x
20w20x 30 30z
30z
31
31
5s
Jb1
Ma1 Ma1
11a 12a
EC
Ja
Ja
18x 19x
Mc
Md
Pa
18z 20z
SCALE: 1/32" = 1'-0"A1OVERALL EXISTING FLOOR PLAN - LEVEL 01
AREA OF WORK - INDEPENDENT STRUCTURE
(+/- 14,000 SF)
AREA OF
WORK
NOTSNIW CN,MELAS-RAWMJCR
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C A R O LINNORTH ACERT. NO.
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COREGISTEREDA R
RP.Version Issue Name Date
NOTSNIW CN,MELAS-
YERFFEJ SR
E
WOSW.
CA R O LINNORTH AD
10627
ARCHI
T
E
EGISTER E
RCTCOOK MEDICALWHITAKER PARK RENOVATIONTHE LOOM PROJECT1001 Reynolds BlvdWinston Salem, NC 271057
date:
sheet
23456 1
commission:
Copyright 2020
CJMW Architecture, P.A.
drawn by:
A1.02
18-0340
CONSTRUCTION
DOCUMENTS
DEMOLITION PLAN
119 Brookstown Ave. Suite 100
Winston-Salem NC 27101
p. 336-724-1503
www.cjmw.com
B
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February 18, 2020
02/18/2020
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KEY PLAN
D01
D02
D03
REMOVE EXISTING DOOR, FRAME &
ASSOCIATED HARDWARE.
REMOVE ALL EXISTING BUMPER
GUARD RAILS AS INDICATED. PATCH &
REPAIR ADJACENT SURFACES AS
REQ'D.
EXISTING CANOPY AND COLUMNS TO
BE REMOVED. PATCH & REPAIR
PAVEMENT / BUILDING FACADE AS
REQ'D.
DEMOLITION KEYED NOTES
KEY PLAN
DEMOLITON GENERAL NOTES
1. THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND VERIFY ALL DIMENSIONS AT
THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
ARCHITECT.
2. DASHED LINES ON DEMOLITION DRAWINGS INDICATE EXISTING ITEMS TO BE REMOVED,
U.N.O.
3. DISPOSE OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS
RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND
LEGALLY DISPOSE OF OR RECYCLE OFF SITE.
4. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY
WITH APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL,
HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.
BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.
5. OWNER SHALL HAVE FIRST CLAIM TO ALL SALVAGEABLE MATERIALS REMOVED UNDER THIS
WORK.
6. ITEMS IDENTIFIED INDICATED HEREIN OR ON DRAWINGS AS "SALVAGE - DELIVER TO OWNER",
OR ARE IDENTIFIED BY OWNER'S REPRESENTATIVE AS SALVAGEABLE, SHALL BE
CAREFULLY REMOVED AND STORED AS DIRECTED BY OWNER. SALVAGE ITEMS CAN
INCLUDE BUT ARE NOT LIMITED TO:
-DOORS AND HARDWARE
-FIRE PROTECTION DEVICES
-VENETIAN BLINDS
-PLUMBING FIXTURES

7. PROVIDE TEMPORARY LIGHTING WHERE PERMANENT LIGHTING IS REMOVED.
8. PROTECT AND MAINTAIN ALL CENTRAL TELEPHONE AND DATA EQUIPMENT, U.N.O.
9. DO NOT CUT STRUCTURAL OR LOAD BEARING ELEMENTS WITHOUT ARCHITECT'S PRIOR
WRITTEN APPROVAL.
10. REMOVAL AND/OR RELOCATION OF PIPES, CONDUITS, DUCTS, AND OTHER MECHANICAL AND
ELECTRICAL WORK IS SPECIFIED IN OTHER DIVISIONS.
11. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS
ACCEPTABLE TO GOVERNING AUTHORITIES AND AS REQ'D BY SCOPE OF WORK.
12. PRIOR TO DEMOLITION, LOCATE, IDENTIFY, STUB OFF, AND DISCONNECT UTILITY SERVICES
THAT ARE NOT INDICATED TO REMAIN.
13. TRASH IS TO BE REMOVED DAILY
14. CLEANUP AND REPAIR: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS,
EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION AND LEAVE
INTERIOR AREAS BROOM CLEAN.
15. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND
BECOMES EXPOSED DURING DEMOLITION OPERATIONS.
16. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES
AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF
SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED
OR DAMAGED BY SELECTIVE DEMOLITION WORK.
17. SEE STRUCTURAL, ELECTRICAL, MECHANICAL & PLUMBING DRAWINGS FOR ASSOCIATED
DEMOLITION.
19. PATCH & REPAIR ANY DEVIATIONS IN CONCRETE SLABS PRIOR TO INSTALLATION OF NEW
WORK OR FLOOR FINISHES.
20. ALL LIGHT FIXTURES TO BE REMOVED ARE TO BE STORED ON-SITE FOR RELOCATION, UNO,
PROVIDED THEY ARE IN GOOD WORKING CONDITION. NOTIFY ARCHITECT IF ANY FIXTURES
OR LAMPS ARE NOT IN GOOD WORKING ORDER.UPUPDN
D03
D01
D02
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D01
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STAIR
001
EXISTING DUST
COLLECTION
AREA
001
10 11 12 13 1412z13x11y11z10y12y9z9y13z13y 14z10z9x12x11a12a
EXISTING
PARTITIONS
PARTITIONS TO
BE DEMOLISHED
WALL LEGEND
BB
DD
CC
EE
9
SCALE: 1/8" = 1'-0"A2LEVEL 01 DEMOLITION PLAN
NOTSNIW CN,MELAS-RAWMJCR
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C A R O LINNORTH ACERT. NO.
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CHITECTUR
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COREGISTEREDA R
RP.Version Issue Name Date
NOTSNIW CN,MELAS-
YERFFEJ SR
E
WOSW.
CA R O LINNORTH AD
10627
ARCHI
T
E
EGISTER E
RCTCOOK MEDICALWHITAKER PARK RENOVATIONTHE LOOM PROJECT1001 Reynolds BlvdWinston Salem, NC 271057
date:
sheet
23456 1
commission:
Copyright 2020
CJMW Architecture, P.A.
drawn by:
A1.03
18-0340
CONSTRUCTION
DOCUMENTS
FIRE PUMP ROOM PLANS & PARTITION
TYPES
119 Brookstown Ave. Suite 100
Winston-Salem NC 27101
p. 336-724-1503
www.cjmw.com
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02/18/2020
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G1
A7.01
13'-03/8"
EXISTING71/4"01
0202
03
EXISTING RAMP
FIRE PUMP
ROOM
129
K
J
Ja
Jb
Hb
J1
23
Hc
Jb1 44'-75/8"EXISTINGAREA NOT
IN SCOPE
22 122z22y 1z
PUMP ROOM
FIRE
129
04
K
J
Ja
Jb
Hb
J1
23
Hc
Jb1
AREA NOT
IN SCOPE
22 122z22y
N
KEY PLAN
NEW
PARTITIONS
EXISTING
PARTITIONS
WALL LEGEND
VARIES
6" MINMTL. RUNNER ATTACHED TO FLOOR W/
FASTENERS
CONT. ACOUSTICAL SEALANT UNDER MTL.
RUNNER
5/8" GYP. BD. EA. SIDE OF 3 5/8" MTL. STUDS
3" MIN. BATT INSULATION
PARTITION NOT SECURED TO STRUCTUREPARTITION SECURED TO STRUCTURE
3" MIN. SOUND ATTENUATION BLANKETS
5/8" GYP. BD. EA. SIDE OF 3 5/8" MTL. STUDS
CONT. ACOUSTICAL SEALANT UNDER MTL.
RUNNER
MTL. RUNNER ATTACHED TO FLOOR W/
FASTENERS
CONT. SEALANTCONT. SEALANT
VERT. DEFLECTION CLIP, EACH STUD
DEFLECTION GAP
CEILING JOISTS AS REQ'D. REFER TO
STRUCT. DWGS. FOR DETAILS
CEILING, WHERE OCCURS
MTL. RUNNER SECURED TO STRUCTURE
REFER TO STRUCTURAL DWGS. FOR
STUD AND FASTENER SPACING, TYP.NEW FURRED PARTITION @ TOILET RM
EXISTING WALL / CEILING
ASSEMBLY
EXISTING EXTERIOR WALL
ASSEMBLY
CONT. SEALANT
UL # U415 - FIRE BARRIER ASSEMBLY
3" MIN. BATT INSULATION
(3) LAYERS 5/8" GYP. BD. - PER UL # U415
MTL. RUNNER ATTACHED TO FLOOR W/
FASTENERS
CONT. SEALANT
VERT. DEFLECTION CLIP, EACH STUD
DEFLECTION GAP
MTL. RUNNER SECURED TO STRUCTURE
REFER TO STRUCTURAL DWGS. FOR
STUD AND FASTENER SPACING, TYP.
1" SHAFTLINER - PER UL #U415
BRACE TO STRUCTURE ABOVE AS REQ'D.
REFER TO STRUCT. DWGS. FOR DETAILS
SECTION
PLAN
SECTION
CLNG
FLOOR
T.O. WALL
STRUCT
FLOOR
CLNG
SECTION
PLAN
SECTION
A 3 5/8" METAL STUD WITH GYP. BD.
ON BOTH SIDES
A1
A3 6" METAL STUD WITH GYP. BD. ON
BOTH SIDES
A4 SAME AS 'A3' WITH SOUND BATTS
B 3 5/8" METAL STUD WITH GYP. BD.
ON BOTH SIDES
B1 SAME AS 'B' WITH SOUND BATTS
B2 6" METAL STUD WITH GYP. BD. ON
BOTH SIDES
B3 SAME AS 'B2' WITH SOUND BATTSA5SAME AS 'A3' WITH GYP. BD. ONE
SIDE ONLY
SAME AS 'A' WITH SOUND BATTS
FLOOR
SECTION
PLAN
SECTION
D 1-5/8" METAL STUDS WITH GYP.
BD. (1) SIDE
CLG
STRUCT
FLOOR
CLNG
SECTION
PLAN
SECTION
C 6" METAL STUD WITH GYP. BD.
AND SHAFTLINER
A2 SAME AS 'A' WITH GYP. BD. ONE
SIDE ONLY 6" MINMTL. RUNNER ATTACHED
TO FLOOR W/ FASTENERS
EXISTING X BRACING
CAVITY
01
02
03
04
KEYED NOTES
NEW EXTERIOR DOOR AS
SCHEDULED.
EXISTING DOOR TO REMAIN.
REFER TO MECHANICAL DRAWINGS
FOR EQUIPMENT LAYOUT.
EXPOSED STRUCTURE. REFER TO
MECHANICAL & ELECTRICAL
DRAWINGS FOR ALL CEILING
MOUNTED DEVICES, LIGHTS, ETC.
5'-0" MIN.
1'-6"4"
1'-0"
UNO
NOTE: CONTRACTOR TO VERIFY W/ ADA REQUIREMENTS
AND DOOR HARDWARE SYSTEM.
MIN.
MIN.
SCALE: 1/8" = 1'-0"E1LEVEL 01 FIRE PUMP ROOM FLOOR PLAN
SCALE: 1/8" = 1'-0"E4LEVEL 01 FIRE PUMP ROOM RCP
SCALE: 1 1/2"= 1'-0"A2PARTITION TYPES
SCALE: 1" = 1'-0"C1TYPICAL PUSH/PULL
NOTSNIW CN,MELAS-RAWMJCR
UTCETH
C A R O LINNORTH ACERT. NO.
50356
C I
E
A.P.
CHITECTUR
A
L
COREGISTEREDA R
RP.Version Issue Name Date
NOTSNIW CN,MELAS-
YERFFEJ SR
E
WOSW.
CA R O LINNORTH AD
10627
ARCHI
T
E
EGISTER E
RCTCOOK MEDICALWHITAKER PARK RENOVATIONTHE LOOM PROJECT1001 Reynolds BlvdWinston Salem, NC 271057
date:
sheet
23456 1
commission:
Copyright 2020
CJMW Architecture, P.A.
drawn by:
A2.01
18-0340
CONSTRUCTION
DOCUMENTS
OVERALL BUILDING PLAN
119 Brookstown Ave. Suite 100
Winston-Salem NC 27101
p. 336-724-1503
www.cjmw.com
B
C
D
E
F
A
1
G
7 23456
February 18, 2020
02/18/2020UP
UP
UP UPDNDN DN
DN
DN
DN
DN
DN
DN
UP
DNDNDNDN
DN
DN+/- 426,259 sq ft
FUTURE TENANT
SPACE
+/- 36,712 sq ft
FUTURE DEMO
AREA
NEW
FIRE
PUMP
ROOM
UPUPUPUP UPUP UP UP
UP
UP
UP
UP
+/- 328,690 sq ft
FUTURE COOK SPACE
N
SCALE: 1/32" = 1'-0"A1LEVEL 01 OVERALL FLOOR PLAN
AREA OF
WORK
AREA OF WORK
(+/- 14,000 SF)
NOTSNIW CN,MELAS-RAWMJCR
UTCETH
C A R O LINNORTH ACERT. NO.
50356
C I
E
A.P.
CHITECTUR
A
L
COREGISTEREDA R
RP.Version Issue Name Date
NOTSNIW CN,MELAS-
YERFFEJ SR
E
WOSW.
CA R O LINNORTH AD
10627
ARCHI
T
E
EGISTER E
RCTCOOK MEDICALWHITAKER PARK RENOVATIONTHE LOOM PROJECT1001 Reynolds BlvdWinston Salem, NC 271057
date:
sheet
23456 1
commission:
Copyright 2020
CJMW Architecture, P.A.
drawn by:
A2.02
18-0340
CONSTRUCTION
DOCUMENTS
FLOOR PLANS
119 Brookstown Ave. Suite 100
Winston-Salem NC 27101
p. 336-724-1503
www.cjmw.com
B
C
D
E
F
A
1
G
7 23456
February 18, 2020
02/18/2020
FLOOR PLAN GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH 2018 IBC AND ANY LOCAL CODES.
2. ALL PLAN DIMENSIONS ARE TO FACE OF WALL OR MASONRY UNLESS NOTED
OTHERWISE. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR SHEATHING,
UNLESS NOTED OTHERWISE.
3. SEE LIFE SAFETY SHEET FOR FIRE EXTINGUISHER CABINET DETAIL(S).
4. PLANS MAY BE ROTATED FOR CLARITY. REFER TO NORTH ARROWS AND KEY
PLANS FOR ACTUAL ORIENTATION.
5. SEE STRUCTURAL PLANS FOR LOAD-BEARING WALL LOCATIONS. REFER TO
STRUCTURAL DRAWINGS FOR STUD SPACING AND HEADER REQUIREMENTS.
6. CONTRACTOR SHALL PROVIDE BLOCKING (AS REQ'D) PER ALL EQUIPMENT
AND/OR ACCESSORIES MOUNTED ON THE WALL. COORDINATE THESE LOCATIONS
WITH OWNER.
7. ALL NEW PARTITIONS ARE TYPE 'A' UNO.
8. PARTITIONS WITH ACOUSTICAL INSULATION SHALL BE SEALED WITH ACOUSTICAL
SEALANT. PROVIDE ACOUSTICAL SEALANT AT BOTTOM, TOP, PENETRATIONS, AND
OUTLETS.
9. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD WHERE INDICATED AND AT
THE FOLLOWING LOCATIONS: TOILETS, SHOWERS, JANITOR CLOSETS, DRINKING
FOUNTAINS, KITCHENS, AND ANY WET WALLS AND EXTERIOR APPLICATIONS.
10. PROVIDE CEMENTITIOUS BACKER BOARD WHERE INDICATED, AND AT WALLS WITH
CERAMIC TILE.
11. REFER TO BUILDING AND WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION
N
KEY PLAN
NEW
PARTITIONS
EXISTING
PARTITIONS
WALL LEGEND
REVIEW
01
02
03
04
PLAN KEYED NOTES
NEW EXTERIOR EXIT STAIR. REFER
TO DETAILS FOR MORE
INFORMATION.
NEW ADA ACCESSIBLE RAMP. REFER
TO DETAILS FOR MORE
INFORMATION.
INFILL @ EXISTING OPENINGS. WALL
FINISH TO MATCH ADJACENT WALLS.
COORDINATE WITH MEP DRAWINGS.
NEW FENCE AND/OR RAILING.9'-0"53'-0"BB
DD
CC
EE
10 11 12 13 1412z13x11y11z10y12y9z9y13z13y 14z10z9x12x11a12a
UPUPDN
DN
DN
102
100
101A 101B
101C
103
E2
A7.01
E1
A7.01
123'-67/8"70'-73/8"29'-41/2"48'-01/2"48'-01/2"48'-01/2"48'-31/2"48'-0"
9'-10"6'-2"16'-0"16'-01/2"48'-01/2"16'-0"16'-0"16'-01/2"16'-0"16'-0"15'-0"1'-31/2"16'-0"17'-0"15'-0"16'-0"
2'-0"3'-0"6'-0"21'-0"32'-0"C1/A5.01
E1
A5.01
A5 B1
B1
A5 C
01
0102
03
03
03
03
04
HVAC - PACAKGE
UNIT
HVAC - PACAKGE
UNIT
CORR.
100A
LOOM STG
103
ELEC / IDF
10 11 12 13 1412z13x11y11z10y12y9z9y13z13y 14z10z9x12x11a12a
A1
A3.01
D
X
03AREA NOT
IN SCOPE
AREA NOT
IN SCOPE
TOILET
102
STORAGE
100
R&D AREA
101UPUPDN
DN
DN
102
100
101A 101B
101C
103
WARPINGMACHINER&DCREELLOOM #2 LOOM #4LOOM #3 LOOM #5 PRODUCTIONCREELPRECISION WINDERFLETCHER
SPOOL
WINDER
LOOM #1
BOBBIN
WINDER
R&D
LOOM
HVAC - PACAKGE
UNIT
HVAC - PACAKGE
UNIT
CORR.
100A
LOOM STG
103
ELEC / IDF
X
AREA NOT
IN SCOPE
AREA NOT
IN SCOPE
TOILET
102
STORAGE
100
R&D AREA
101
+8'-0"
+11'-8"+17'-0"
C01C01
C05
C01
C03C03
C03C03
TOILET
102
37'-81/4"
STORAGE
100
AREA
R&D
101
STG
LOOM
103
AREA NOT
IN SCOPE
AREA NOT
IN SCOPE
10 11 12 13 1412z13x11y11z10y12y9z9y13z13y 14z10z9x12x11a12a
EQUIPMENT PLAN GENERAL NOTES
1. EQUIPMENT LAYOUT IS SHOWN FOR REFERENCE ONLY.
2. ALL EQUIPMENT SHOWN IS OWNER PROVIDED, UNO.
3. CONTRACTOR TO COORDINATE WITH OWNER REGARDING EQUIPMENT
INSTALLATION AND EXACT PLACEMENT.KEY PLAN
C01
C02
C03
C04
RCP GENERAL NOTES
RCP KEYED NOTES
CEILING LEGEND
NEW ACOUSTICAL CEILING TILE AND
GRID
NOT USED.
EXPOSED TO STRUCTURE ABOVE.
EXISTING EXTERIOR CANOPY TO
REMAIN, UNO.
RECESSED SPRINKLER
HEAD
SPRINKLER HEAD
SMOKE DETECTORS
SURFACE MOUNTED LIGHT
PENDENT FIXTURE
2x2 FLUOR. LIGHT
WALL SCONCE
RECESSED DOWN LIGHT
2 x 2 LAY-IN ACOUS.
TILE AND GRID
4' FLUOR. STRIP
LIGHT
GYPSUM WALL BOARD
SUPPLY GRILLE
RETURN AIR GRILLE
WOOD VENEER CEILING
EXIT SIGN
1. ALL WORK SHALL BE IN ACCORDANCE WITH 2018 IBC AND ANY LOCAL CODES.
2. CEILING HEIGHTS SHALL BE 10'-0" A.F.F UNLESS NOTED OTHERWISE.
3. WHERE GYP. BD. CEILINGS ARE SPECIFIED, CEILING FINISH SHALL BE SMOOTH
PAINTED, UNLESS NOTED OTHERWISE.
4. PROVIDE ACCESS PANELS IN GYP. BD. CEILINGS AS REQUIRED BY PLUMBING,
FIRE PROTECTION, ELECTRICAL, AND MECHANICAL DRAWINGS.
5. A FIRE RATED SUB-CEILING IS ATTACHED TO THE UNDERSIDE OF FLOOR AND
CEILING ASSEMBLIES, WHERE NOTED. CEILING FINISHES SHOWN SHALL BE
SUSPENDED BELOW THIS FIRE CEILING UNLESS NOTED OTHERWISE.
6. PROVIDE A FIRE RATED GYPSUM WALLBOARD ENCLOSURE AT RECESSED DOWN
LIGHTS IN FIRE RATED CEILINGS.
7. MECHANICAL AND LIGHTING ELEMENTS ARE SHOWN FOR REFERENCE ONLY.
COORDINATE LIGHTS, DIFFUSERS, EXIT SIGNS, AND OTHER CEILING MOUNTED
DEVICES WITH MECHANICAL AND ELECTRICAL DRAWINGS.
8. CENTER ACOUSTICAL CEILING TILE IN CORRIDORS AND ROOMS UNLESS NOTED
OTHERWISE. ACOUSTICAL TILE SHOULD BE NO LESS THAN 6" WIDE. USE AN
OVERSIZED TILE CUT FROM A 2X4 TILE WHEN NECESSARY TO ENSURE A TILE IS
NO LESS THAN 6" IN A 2X2 GRID.
9. CENTER LIGHTS, SPRINKLER HEADS, ETC. WITHIN CEILING TILE, UNLESS NOTED
OTHERWISE.
10. G.C. SHALL COORDINATE HEIGHT OF ALL SUSPENDED FIXTURES WITH ARCHITECT
ON SITE PRIOR TO FINAL INSTALLATION.
98y
BB
DD
CC
98y
BB
DD
CC
SCALE: 1/8" = 1'-0"A2LEVEL 01 FLOOR PLAN
SCALE: 1/8" = 1'-0"D2LEVEL 01 - EQUIPMENT PLAN
SCALE: 1/8" = 1'-0"F2LEVEL 01 REFLECTED CEILING PLAN
98y