18004_Tremont Redevelopment_2017 Removal Action Rpt_20180102

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Arcadis G&M of North Carolina,
Inc.
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
www.arcadis.com
Page:
1/6
Mr. David B. Mattison
North Carolina Department of Environmental Quality
Division of Waste Management – Superfund Section
217 West Jones Street
Raleigh, North Carolina 27699-1646
Subject:
Response to NCDEQ Comments
2017 Removal Action Completion Report
Former Virginia-Carolina Chemical Corporation – Charlotte Site
Charlotte, Mecklenburg County, North Carolina
NCN 000 410 661

Dear Mr. Mattison:
This letter confirms receipt of the North Carolina Department of Environmental
Quality (NCDEQ) Division of Waste Management Superfund Section’s comments
dated October 30, 2017 on the 2017 Removal Action Completion Report for the
Former Virginia-Carolina Chemical Corporation Charlotte Site located in
Charlotte, Mecklenburg County, North Carolina (the Site). On behalf of
ExxonMobil Environmental Services Company (EMES), Arcadis G&M of North
Carolina, Inc. (Arcadis) has prepared the letter to respond to the received
comments. The format below includes the NCDEQ’s comments followed by the
associated response.

Comment #1: Section 1.3 – Report Organization
Please correct the fourth sentence of Section 1.3 – Report Organization to state
“This report also contains seven appendices, which are cited throughout the
report as appropriate.”
Response #1
Section 1.3 has been updated to reflect this revision.

Environment

Date:
January 2, 2018

Contact:
Kirstyn White

Phone:
919.415.2261

Email:
[e-mail]

Our ref:
B0085793

ARCADIS G&M of North Carolina, Inc.

NC Engineering License # C-1869

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January 2, 2018
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Comment #2: Section 2.4.4 – Concrete Removal and Recycling
The second sentence of Section 2.4.4 – Concrete Removal and Recycling states “Approximately 1,259
tons of concrete debris were shipped to C&M Recycling, Inc. located in Charlotte, NC for recycling.”
Please supplement Section 2.4.4 with an appendix containing the disposal documentation for the
concrete debris disposal.
Response #2
A disposal summary log including the date, truck number, truck type, weight, and final destination of each
load of concrete shipped off-site has been added to Appendix E along with scanned copies of haul
tickets. Additionally, the tonnage listed in the report text has been updated to match the table.

Comment #3: Section 2.4.6 – Soil Stabilization
Please define the acronym SDS in the third sentence of the second paragraph of Section 2.4.6 – Soil
Stabilization.
Response #3
The acronym SDS has been defined in Section 2.4.6 and the acronym was removed.

Comment #4: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with the table entitled Soil Disposal Summary Log in Appendix E – Summary of Excavation
and Disposal and Waste Manifest Documentation, Waste Manifest #3654542, dated April 27, 2017, was
inadvertently omitted from Appendix E. Please correct this oversight.
Response #4
The original copy of Waste Manifest #3654542 was not received from the landfill; however, the
generator’s copy and the weight ticket are included for reference.

Comment #5: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
Please remove Waste Manifest #3475954 from Appendix E – Summary of Excavation and Disposal and
Waste Manifest Documentation as the waste manifest is for waste originating from Stericycle, not the
VCC-Charlotte Site.
Response #5
Waste Manifest #3475954 has been removed from Appendix E.

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Comment #6: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3657184 and Waste Manifest #3657185 included in Appendix E –
Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table
entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3657184 is
18.99 tons and the container weight for Waste Manifest #3657185 is 20.05 tons.
Response #6
The weights for Waste Manifests #3657184 and #3657185 were accidently swapped during entry. They
have been updated in the Soil Disposal Summary Log.

Comment #7: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3654160 included in Appendix E – Summary of Excavation and
Disposal and Waste Manifest Documentation, please correct the table entitled Soil Disposal Summary
Log to indicate that the container weight for Waste Manifest #3654160 is 17.85 tons.
Response #7
The weights for Waste Manifests #3654160 and #3463158 (Comment #9) were accidently swapped
during entry. They have been updated in the Soil Disposal Summary Log.

Comment #8: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with the waste manifests included in Appendix E – Summary of Excavation and Disposal
and Waste Manifest Documentation, please revise the table entitled Soil Disposal Summary Log to
indicate that the waste manifest numbers were corrected for Waste Manifest #3463150-3463158 and that
the container weights are included on weight tickets, also included in Appendix E.
Response #8
A footnote has been added to the Soil Disposal Summary Log to indicate that the numbers for Waste
Manifests #3463150-3463158 were corrected and the container weights are noted on the weight tickets
included in Appendix E.

Comment #9: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with the weight ticket submitted with Waste Manifest #3463158 and included in Appendix E
– Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table

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entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3463158 is
16.17 tons.
Response #9
The weights for Waste Manifests #3463158 and #3654160 (Comment #7) were accidently swapped
during entry. They have been updated in the Soil Disposal Summary Log.

Comment #10: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3654378 and Waste Manifest #3654379 included in Appendix E –
Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table
entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3654378 is
18.11 tons and the container weight for Waste Manifest #3654379 is 16.88 tons.
Response #10
The weights for Waste Manifests #3654378 and #3654379 were accidently swapped during entry. They
have been updated in the Soil Disposal Summary Log.

Comment #11: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
Please remove Waste Manifest #3654978 from Appendix E – Summary of Excavation and Disposal and
Waste Manifest Documentation as the waste manifest is for waste originating from the NC DOT
Maintenance Facility, Parcel 26, not the VCC-Charlotte Site.
Response #11
Waste Manifest #3654978 has been removed from Appendix E.

Comment #12: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3654264 and Waste Manifest #3654265 included in Appendix E –
Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table
entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3654264 is
15.65 tons and the container weight for Waste Manifest #3654265 is 14.93 tons.
Response #12
The weights for Waste Manifests #3654264 and #3654265 were accidently swapped during entry. They
have been updated in the Soil Disposal Summary Log.

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Comment #13: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3639913 and Waste Manifest #3639914 included in Appendix E –
Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table
entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3639913 is
21.09 tons and the container weight for Waste Manifest #3639914 is 19.52 tons.
Response #13
The weights for Waste Manifests #3639913 and #3639914 were accidently swapped during entry. They
have been updated in the Soil Disposal Summary Log.

Comment #14: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with the table entitled Soil Disposal Summary Log in Appendix E – Summary of Excavation
and Disposal and Waste Manifest Documentation, Waste Manifest #3646229, dated June 2, 2017, was
inadvertently omitted from Appendix E. Please correct this oversight.
Response #14
The original copy of Waste Manifest #3646229 was not received from the landfill; however, the
generator’s copy and the weight ticket are included for reference.

Comment #15: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
In accordance with Waste Manifest #3646206 and Waste Manifest #3646207 included in Appendix E –
Summary of Excavation and Disposal and Waste Manifest Documentation, please correct the table
entitled Soil Disposal Summary Log to indicate that the container weight for Waste Manifest #3646206 is
18.93 tons and the container weight for Waste Manifest #3646207 is 16.69 tons.
Response #15
The weights for Waste Manifests #3646206 and #3646207 were accidently swapped during entry. They
have been updated in the Soil Disposal Summary Log.

Comment #16: Appendix E – Summary of Excavation and Disposal and Waste Manifest
Documentation
Given the aforementioned comments, please correct the total weight given in the table entitled Soil
Disposal Summary Log in Appendix E – Summary of Excavation and Disposal and Waste Manifest

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Documentation as well as any necessary corrections to the table entitled Summary of Excavation and
Disposal in Appendix E and elsewhere throughout the 2017 Removal Action Completion Report.
Response #16
Since the weights that were incorrectly entered were accidently swapped with another waste manifest,
the total weight remains the same. Therefore, additional changes were not necessary to the Soil
Disposal Summary Log, the Summary of Excavation and Disposal, or elsewhere in the 2017 RACR.

An electronic version of the revised report (on CD) is attached to this letter for final approval. If you have
any questions or comments, please feel free to contact me at 919.415.2261.

Sincerely,
Arcadis G&M of North Carolina, Inc.

Kirstyn R. White, P.E. (NC)
Senior Environmental Engineer

Copies:
Ken Mallary – USEPA
Sharon Eckard, NCDEQ
Bruce Frink – EMES
William Anckner - Arcadis
Enclosures:
Revised 2017 Removal Action Completion Report

ExxonMobil Environmental Services Company

2017 REMOVAL ACTION
COMPLETION REPORT
Former Virginia-Carolina
Chemical Corporation Site
Charlotte, North Carolina
September 2017
Revised January 2018

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CONTENTS
Report Certification ....................................................................................................................................... iv
Acronyms and Abbreviations ......................................................................................................................... v
1 Introduction ............................................................................................................................................. 1
1.1 General ........................................................................................................................................... 1
1.2 Site Description ............................................................................................................................... 1
1.3 Report Organization ........................................................................................................................ 2
2 Removal Action Implementation ............................................................................................................. 3
2.1 General ........................................................................................................................................... 3
2.2 Regulatory Oversight ...................................................................................................................... 3
2.3 Project Organization ....................................................................................................................... 3
2.3.1 ExxonMobil Environmental Services Company .................................................................. 3
2.3.2 Engineer and Removal Action Contractor ........................................................................... 4
2.3.3 Analytical Laboratory ........................................................................................................... 4
2.3.4 Disposal Facility and Transporter ........................................................................................ 4
2.4 Soil Excavation and Stabilization Activities .................................................................................... 5
2.4.1 Mobilization and Site Preparation ........................................................................................ 5
2.4.2 Site Security and Traffic Control .......................................................................................... 5
2.4.3 Erosion and Sedimentation Control ..................................................................................... 6
2.4.4 Concrete Removal and Recycling ....................................................................................... 6
2.4.5 Soil Excavation and Handling .............................................................................................. 6
2.4.6 Soil Stabilization .................................................................................................................. 6
2.4.7 Dust Monitoring Program .................................................................................................... 7
2.4.8 Health and Safety Program Implementation ....................................................................... 8
2.4.9 Water Management ............................................................................................................. 8
2.4.10 Waste Transportation and Disposal .................................................................................... 9
2.5 Soil Sampling Activities ................................................................................................................... 9
2.5.1 Confirmation Sampling ........................................................................................................ 9
2.5.2 Soil Stabilization Sampling .................................................................................................. 9
2.5.3 Backfill Material Sampling ................................................................................................. 10
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2.5.4 Soil Investigation Sampling ............................................................................................... 10
2.5.5 Data Validation .................................................................................................................. 10
2.6 Site Restoration and Demobilization ............................................................................................. 10
3 Post-Removal Action Site Control Plan ................................................................................................ 12
3.1 Introduction ................................................................................................................................... 12
3.2 Implementation of Institutional Controls........................................................................................ 12
3.3 Annual Inspections ........................................................................................................................ 12
4 Summary ............................................................................................................................................... 14
5 References ............................................................................................................................................ 15

TABLES
2-1 Summary of Soil Confirmation Sample Analytical Results
2-2 Summary of Soil Stabilization Sample Analytical Results
2-3 Summary of Soil Investigation Sample Analytical Results
FIGURES
1-1 Site Location Map
1-2 Current and Historical Site Features
2-1 Site Plan Showing Limits of Soil Removal
2-2 Soil Removal Excavation Depths
2-3 Confirmation Sample Location Areas
2-4A Pre-Excavation Topographic Survey
2-4B Base-Excavation Topographic Survey
3-1 Areas Requiring Land Use Restrictions
APPENDICES
A. Removal Action Field Note Documentation
B. Removal Action Site Photographs
C. Safety Data Sheet for EnviroBlend®
D. Air Monitoring Results
E. Summary of Excavation and Disposal and Waste Documentation
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F. Laboratory Analytical Reports for Confirmation, Stabilization, and Investigation Samples
G. Laboratory Analytical Report for Backfill Source

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ACRONYMS AND ABBREVIATIONS
AOC Administrative Settlement Agreement and Order on Consent
Arcadis Arcadis G&M of North Carolina, Inc.
CFR Code of Federal Regulations
E&SC erosion and sedimentation control
EMES ExxonMobil Environmental Services Company
JSA Job Safety Analyses
LPO Loss Prevention Observation
LPS Loss Prevention System
LUR Land Use Restriction
mg/kg milligrams per kilogram
mg/L milligrams per liter
mg/m3 milligrams per cubic meter
NCDEQ North Carolina Department of Environmental Quality
NLI Near Loss Investigation
OSHA Occupational Safety and Health Administration
QC Quality control
2017 RACR 2017 Removal Action Completion Report
SPSA Safe Performance Self Assessment
SSSR/RAWP Supplemental Soil Sampling Report/ Removal Action Work Plan
RCRA Resource Conservation and Recovery Act
SSAL site-specific action level
TCLP Toxicity Characteristic Leaching Procedure
TestAmerica Test America Laboratories, Inc.
USEPA United States Environmental Protection Agency
VCC Virginia-Carolina Chemical Corporation
XRF X-ray fluorescence

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1 INTRODUCTION
1.1 General
This 2017 Removal Action Completion Report (2017 RACR) has been prepared on behalf of ExxonMobil
Environmental Services Company (EMES) by Arcadis G&M of North Carolina, Inc. (Arcadis) to document
the soil removal activities conducted at the former Virginia-Carolina Chemical Corporation (VCC) Site
located in Charlotte, North Carolina (the Site). In accordance with an Administrative Settlement Agreement
and Order on Consent (AOC; Docket No. CERCLA-04-2013-3762) between United States Environmental
Protection Agency (USEPA) and ExxonMobil Oil Corporation, the first phase of soil removal was conducted
between November 2013 and March 2014. The objective was to remove accessible arsenic- and lead-
containing soils (i.e., those soils not covered by buildings or asphalt/concrete pavement) above the site-
specific action levels (SSALs) associated with the former fertilizer manufacturing activities and restore the
Site to pre-excavation conditions, as appropriate. The details of the first phase of soil removal is described
in the Removal Action Completion Report, Former Virginia-Carolina Chemical Corporation Site, Charlotte
North Carolina (Arcadis 2015).
This 2017 RACR documents the second phase of soil removal activities conducted on one property from
April 2017 through June 2017. Soil previously under buildings and asphalt/concrete pavement that were
not removed during the first phase of the soil removal were now accessible during redevelopment being
conducted by the property owner.
Unless otherwise specified in this 2017 RACR, soil removal activities were conducted in accordance with
the Supplemental Soil Sampling Report/Removal Action Work Plan (SSSR/RAWP; Arcadis, 2017a). The
SSSR/RAWP was approved by Mr. Ken Mallary of the USEPA (pers. com., April 3, 2017) and Mr. David
Mattison of the North Carolina Department of Environment Quality (NCDEQ) (pers. com., April 4, 2017).
1.2 Site Description
The Site is located in Charlotte, Mecklenburg County, North Carolina; as shown on the United States
Geological Survey 7.5-minute quadrangle maps for East Charlotte, North Carolina (Figure 1-1). The current
street address that most closely matches the former acid chamber location is 349 West Tremont Avenue
(Figure 1-2). The majority of the Site is occupied by buildings and is hardscaped with asphalt/concrete
driveways and parking lots as shown on Figure 1-2. No surface water features are present on or
immediately adjacent to the Site. The Site is surrounded by high density residential, commercial, and light
industrial facilities. The approximate geographical location of the center of the Site is at 35.21020° North
Latitude and 80.86517° West Longitude (North American Datum of 1983).

VCC operated a former phosphate fertilizer plant at the Site. Fertilizer manufacturing began prior to 1890
and continued until sometime between 1929 and 1934. Waste byproducts associated with the fertilizer
manufacturing process contained elevated concentrations of arsenic and lead.

VCC owned the Site from approximately 1926 until 1970. The former VCC property has since been
subdivided and owned by several entities. In January 2017, property with PIN # 12103217 (Figure 1-2) was
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purchased by P7/PSREG Tremont, LLC and redevelopment was planned under a Brownfields Agreement
(Brownfields Project Number: 18004-14-060). The two buildings on this property were demolished in early
2017 and the property is currently undergoing redevelopment.
1.3 Report Organization
The introduction provided in this section is followed in Section 2 by a summary of the soil removal,
stabilization, post-excavation sampling, and restoration activities completed at the Site. Section 3 presents
the updated Post-Removal Action Site Control Plan. Section 4 presents an overall project summary and
Section 5 lists the references cited in this report. This report also contains seven appendices, which are
cited throughout the report as appropriate.
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2 REMOVAL ACTION IMPLEMENTATION
2.1 General
The 2017 removal action resulted in the excavation and off-site disposal of approximately 30,825 tons of
soil/debris. The limits of excavation are shown in Figure 2-1. All excavated materials were disposed of off-
site at a USEPA-approved Resource Conservation and Recovery Act (RCRA) Subtitle D land disposal
facility. A description of the removal activities and a summary of the roles and responsibilities of the various
project team members are provided below.
2.2 Regulatory Oversight
Soil removal activities were conducted under the oversight of Mr. Ken Mallary, Project Manager and On-
Scene Coordinator for the USEPA. Mr. Mallary’s contact information is provided below:
Ken Mallary
United States Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street S.W.
Atlanta, GA 30303
Phone [phone]

Mr. David Mattison is the Project Manager for NCDEQ. Mr. Mattison’s contact information is provided below:
David Mattison
North Carolina Department of Environmental Quality Superfund Section
217 West Jones Street
1646 Mail Service Center
Raleigh NC 27699-1646
Phone [phone]
2.3 Project Organization
The companies/contractors that performed work at the Site or provided services during implementation of
the soil removal actions are listed in the following sections.
2.3.1 ExxonMobil Environmental Services Company
EMES’ project manager, Mr. Bruce Frink, contracted and directed the work associated with this soil removal
action. EMES contracted directly with the engineer and construction manager. Mr. Frink’s contact
information is provided below:

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Bruce Frink
ExxonMobil Environmental Services Company
16057 Tampa Palms Blvd West, #214
Tampa, FL 33647
Phone [phone]
2.3.2 Engineer and Removal Action Contractor
EMES contracted Arcadis to perform engineering-related aspects of the removal action including
implementation of the waste verification and confirmation soil sampling programs, project management
activities, and preparing this 2017 RACR. Engineering-related aspects of this project were managed by Ms.
Kirstyn White. Ms. White’s contact information is provided below:
Kirstyn White, P.E.
Arcadis G&M of North Carolina, Inc.
801 Corporate Center Drive, Suite 300
Raleigh, North Carolina 27607
Phone [phone]
Arcadis also performed construction activities related to the implementation of the removal action under the
direction of Mr. Rich Price. Mr. Price’s contact information is provided below:
Rich Price
Arcadis G&M of North Carolina, Inc.
6723 Towpath Road
Syracuse, NY 13214
Phone [phone]
2.3.3 Analytical Laboratory
Samples collected as part of this project were analyzed by Test America Laboratories, Inc. (TestAmerica).
TestAmerica’s contact information is provided below:
Test America Laboratories, Inc.
2960 Foster Creighton Drive
Nashville, Tennessee 37204
Phone [phone]
2.3.4 Disposal Facility and Transporter
All excavated materials were disposed of off-site as non-hazardous waste at the following USEPA-approved
Subtitle D landfill:

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Republic Services Charlotte Motor Speedway Landfill
3105 Morehead Road
Concord, NC 28027
Phone [phone]
NCDEQ ID No. 13-04

Transportation services for soil and debris removed from the Site and backfill were provided by:
Kerns Trucking, Inc.
PO Box 279
Kings Mountain, NC 28086
Phone [phone]
2.4 Soil Excavation and Stabilization Activities
2017 soil removal activities resulted in the excavation and off-site disposal of 30,825 tons of soil/debris from
21 Removal Areas that encompass approximately 2.4 acres. The areas were based on a number of factors
including the depth of arsenic and/or lead concentrations above the SSALs, the location of adjacent soil
borings, the location of distinguishing features such as the footprint of existing structures, and professional
judgement. Figure 2-1 shows the excavation limits of the 21 Removal Areas where impacted materials were
removed and Appendix E includes a table with the approximate volume of soil removed from each area.
Soil removal activities are described in the sections below and field note documentation compiled during
removal activities is included in Appendix A. Field note documentation consists of weekly reports that
document significant work activities completed each week, storm water inspection forms, and the
approximate location and field screening result of x-ray fluorescence (XRF) readings.
2.4.1 Mobilization and Site Preparation
Prior to soil excavation activities, equipment and personnel were mobilized to the Site and the removal
areas were prepared as appropriate. Site preparation activities generally included locating and marking
subsurface and overhead utilities; surveying the boundaries and existing topography of the removal areas;
obtaining photo and video documentation of existing property conditions; setting up an office trailer,
equipment areas and material staging areas; and the installation of erosion and sedimentation controls
(E&SC) in, or adjacent to, active work areas. A photo log documenting pre-removal, construction, and post-
restoration property conditions is presented as Appendix B.
2.4.2 Site Security and Traffic Control
Construction traffic entered and exited the work areas via West Tremont Avenue (Figure 2-1). Construction
traffic was directed by signs and personnel as needed during the excavation activities. Control of the work
areas was maintained using 6-foot temporary chain-link construction fence. Signs were also posted at
construction entrances to discourage entry by unauthorized persons.
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2.4.3 Erosion and Sedimentation Control
E&SC measures were installed in accordance with the Erosion and Sedimentation Control Plan: Soil
Removal Action – 327 and 349 West Tremont Ave., Charlotte, North Carolina (Arcadis, 2017), provided to
the NCDEQ and the City of Charlotte prior to the onset of construction. E&SC measures generally included
straw wattles, hay bales, drop inlet protection for catch basins/stormwater inlets, silt fence, and the
placement and maintenance of a tread cleaning plate at the construction exit. In addition, impacted soils
were loaded into dump trucks that were tarped, and truck tailgates/tires were brushed off prior to exiting the
Site.
2.4.4 Concrete Removal and Recycling
Concrete building slabs within the removal areas were broken up prior to soil removal activities.
Approximately 1,530 tons of concrete debris were shipped to C&M Recycling, Inc. located in Charlotte, NC
for recycling. The disposal summary log (Appendix E) includes the date, truck number, truck type, weight,
and final destination of each load of concrete shipped off-site. Scanned copies of haul tickets are also
included in Appendix E.
2.4.5 Soil Excavation and Handling
Soil removal activities conducted in 2017 were completed in 21 Removal Areas where arsenic and/or lead
were detected at concentrations above the USEPA-approved SSALs. SSALs for this site were 27 milligrams
per kilogram (mg/kg) for arsenic and 270 mg/kg for lead. The removal areas cover approximately 2.4 acres
and are presented on Figure 2-1. Figure 2-2 shows the approximate depths for all soil removal activities
completed at the site.
Excavation work was performed using a combination of mechanical excavators and hand digging. Hand
tools were used to remove soil adjacent to subsurface utilities. Pot-holing was conducted to determine the
location and orientation of subsurface utilities in the removal areas. In general, soil was removed to the
limits described in the SSSR/RAWP. The excavation depths were based on either the maximum depth at
which arsenic and/or lead were detected above the SSALs, or the presumed depth to which soils may be
disturbed during site redevelopment activities; whichever was shallower. In areas where the maximum
excavation depths were based on site redevelopment activities, soils were excavated at least 12 inches
below the depth to which soils would be potentially be disturbed by property redevelopment. Additional
excavation was performed as needed (both horizontally and vertically) based on visual observation of
impacted materials (e.g., magenta-stained soil) and the results of the confirmation soil sampling program
(see Section 2.5.1). In some of the removal areas (i.e., Removal Areas 2, 6 through 8, 12 through 16, and
19) impacted materials were left in place because soil was excavated to the maximum depth required for
Site redevelopment. A demarcation liner consisting of orange construction fence or geotextile was placed
at the base of the excavation in these areas to serve as a visual indicator to persons that may perform
future subsurface work in these areas (Figures 2-2 and 2-3).
2.4.6 Soil Stabilization
Soil stabilization was performed, as needed, to facilitate the disposal of excavated materials in a RCRA
Subtitle D landfill. The purpose of the stabilization activities was to reduce the leachable concentrations of
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lead to less than 5 milligrams per liter (mg/L). Waste characterization sampling was performed in advance
of removal activities to identify soil areas that contained toxicity characteristic leaching procedure (TCLP)
lead and/or arsenic concentrations at or above 5 mg/L. TCLP arsenic concentrations were less than 5 mg/L;
however, TCLP lead concentrations in three samples were greater than 5 mg/L. These areas were identified
in the SSSR/RAWP and are depicted on Figure 2-1.
Stabilization activities were performed by adding a proprietary granular stabilization agent known as
EnviroBlend® to the soil stockpiles in batches. EnviroBlend® is a fine granular, dry material that is a complex
calcium silicate-based additive. A Safety Data Sheet for EnviroBlend® is included in Appendix C. The
EnviroBlend® material was delivered to the site in 1-ton super sacks and added at a target ratio of
approximately 1 percent. Excavated materials were managed and stabilized in batch sizes of approximately
225 tons. Overall, approximately 17 tons of EnviroBlend® was used to stabilize a total of approximately
1,800 tons of soil from Removal Areas 7, 10, and 16, resulting in a final mixture ratio of approximately 0.9%
by weight. After the appropriate amount of EnviroBlend® was added to a soil stockpile, an excavator bucket
was used to homogenize the mixture. Upon completion, stabilized soils were combined into piles of
approximately 450 tons and composite samples of the stabilized materials were collected and analyzed to
confirm that TCLP concentrations of arsenic and lead were below 5 mg/L. Soil sampling procedures and
analytical results for stabilization activities are described in Section 2.5.2.
2.4.7 Dust Monitoring Program
During soil excavation and loading activities a dust monitoring program was implemented in accordance
with the Site Specific Health and Safety Plan, Former VCC Phosphate/Fertilizer Plant, Charlotte, North
Carolina (Arcadis, 2017b). The purpose of this program was to evaluate potential employee exposures and
prevent potential impacts to the community. During excavation activities, ambient air samples were
collected using air sampling pumps with pre-weighed filters and were submitted for laboratory analysis of
total dust, lead, and arsenic via National Institute for Occupational Safety and Health Methods 0500 and
7300, respectively. Each sampling location was also monitored for total particulates in real time using a
MIE DataRAM™ monitoring device. Samples were collected daily over 8-hour shifts during excavation
activities from the following general locations:
 1 downwind of the excavations and soil stabilization;
 1 upwind of excavation/stabilization area; and
 1 personal monitor on personnel working at the site.
Air samples were collected for 5 consecutive days and then continued at a rate of approximately 20%
(roughly 1 sample every 5 workdays) during removal activities. Results collected over the course of the
project were compared to the site-specific action levels for total dust [5.0 milligrams per cubic meter
(mg/m3)], arsenic (0.005 mg/m3), and lead (0.03 mg/m3). Total dust, arsenic, and lead concentrations did
not exceed the site-specific action levels throughout the project. A summary of the results and the laboratory
reports are provided in Appendix D.
MIE DataRAMs™ were monitored regularly during each day of soil disturbance activities and appropriate
dust control measures (i.e., water suppression) were implemented to control dust emissions during those
instances when elevated dust concentrations were documented. The results were compared to the site-
specific action levels of 0.15 mg/m3 for perimeter areas. During the course of the project, average real-time
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dust concentrations did not exceed the site-specific action level at the perimeters. The MIE DataRAMs™
output data files are provided in Appendix D.
2.4.8 Health and Safety Program Implementation
All work at the Site was performed under a Health and Safety program meeting the requirements of 29
Code of Federal Regulations (CFR) 1910 and 29 CFR 1926. All on-site project personnel who worked in
areas where they may be exposed to site contaminants were trained as required by the Occupational Safety
and Health Administration (OSHA) Regulation 29 CFR 1910.120 – Hazardous Waste Operation and
Emergency response. In addition, all on-site personnel participated in the Loss Prevention System (LPS)
program. LPS is a behavioral-based program which aims to eliminate accidents, environmental incidents,
and deviations from prescribed work procedures. LPS includes participation in a classroom training session.
Additionally, LPS activity on the project consisted of the following tool usage during the course of the project:
 34 Job Safety Analyses (JSAs); JSAs are written task procedures developed by job experts for each
high-risk task that outline the job steps, hazards related to each step, and mitigation actions to avoid
accidents and injuries.
 Continuous Safe Performance Self Assessments (SPSAs); SPSA are performed throughout the day by
employees and are a mental exercise where task hazards related to a task, or changing conditions, are
evaluated and mitigated to prevent accidents and injuries.
 10 Loss Prevention Observations (LPOs); LPOs are scheduled observations of specific tasks where
peers or supervisors observe work being done to verify compliance with JSAs and safe work practices,
and spot check the use of the SPSA. LPO results are reviewed with the staff involved during feedback
sessions, and then lessons learned are relayed to the entire project team through daily safety meetings
and JSA revisions.
 4 Near Loss Investigations (NLIs); NLIs are investigation tools that target observed events where no
accident or injury occurred, but where under slightly different circumstances an accident or injury could
have occurred. NLIs are learning tools shared with the project team to promote safety across the
project, lessons learned from NLIs are incorporated into daily safety meetings, JSA revisions, and
SPSAs.
Full-time Health and Safety staff were onsite at all times during the work and coordinated all LPS tool usage
and H&S program implementation. A Health and Safety Plan was prepared by Certified Industrial
Hygienists. All employees were required to receive baseline and annual (if applicable) medical
examinations and be enrolled in an ongoing medical surveillance program as required by 29 CFR 1910 and
29 CFR 1926. All personnel were also required to complete drug and alcohol testing. The RAC was also
required to comply with the U.S. Department of Labor Safety and Health Regulations for construction
promulgated under the OSHA of 1970 (PL 91-596) and under Section 107 of the Contract Work Hours and
Safety Standards Act (PL 91-54).
2.4.9 Water Management
Stormwater and surface water were managed during the removal action as needed. Surface water runoff
generated outside of the removal areas was not considered to be impacted and, to the extent practical, was
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diverted toward the nearest drainage feature (existing catch basins or curb drains). This was accomplished
through the use of pumps and/or stormwater diversion berms, where needed, constructed of imported
backfill materials. Water that accumulated in the excavation areas and contacted contaminated soils was
minimal. In these instances, the water was allowed to infiltrate into the ground or evaporate.
2.4.10 Waste Transportation and Disposal
A total of 30,825 tons of soil and debris were excavated and disposed of as non-hazardous waste at the
RCRA Subtitle D facility listed in Section 2.3.5. The disposal summary log (Appendix E) includes the
manifest number, weight, date, and final destination of each load of material shipped off-site. Scanned
copies of waste manifests are also included in Appendix E.
2.5 Soil Sampling Activities
2.5.1 Confirmation Sampling
The confirmation sampling program included the use of a field screening instrument (XRF device) and
laboratory analyses to determine the concentration of arsenic and lead in soil at the base of the excavations.
As soil removal progressed, an XRF was used to evaluate whether arsenic and lead concentrations at the
base of the excavations were below SSALs. Additional excavation was performed, as needed and where
possible, based on XRF screening and/or visual observations of impacted materials (e.g., magenta-stained
soil). When the XRF and visual observations indicated that impacted soils above SSALs had been removed,
confirmation samples were collected from the base of the excavation for laboratory documentation
purposes. Individual confirmation samples were collected from areas no larger than 5,000 square feet
(confirmation sample areas are shown on Figure 2-3). Each confirmation soil sample was a composite of
soil collected from five discrete sample locations. Soil samples were collected from 0 to 6 inches below the
base of the excavation using plastic disposable scoops. The confirmation soil samples were packed on ice
and submitted to the analytical laboratory for expedited analyses. Sample results were compared to the
SSALs to determine whether the cleanup criteria were met. In areas where arsenic and/or lead exceeded
the SSALs, additional soil removal was performed to the extent practical or until the maximum depth
required for site redevelopment was achieved.
A summary of the confirmation soil sampling analytical results is presented in Table 2-1 and laboratory
analytical reports are included in Appendix F. Removal areas and approximate soil removal depths are
presented on Figure 2-2.
In some of the removal areas (i.e., Removal Areas 2, 6 through 8, 12 through 16, and 19), impacted
materials were left in place and the area was only excavated to the maximum depth required for Site
redevelopment. As discussed in Section 2.4.5, a demarcation liner was installed at these locations to
identify the interface between impacted soils and clean backfill materials (Figures 2-2 and 2-3).
2.5.2 Soil Stabilization Sampling
As described in Section 2.4.6, soil excavated from select portions of the Site was stabilized to reduce
leachable concentrations of lead prior to off-site disposal in a Subtitle D landfill. In accordance with the
requirements of the landfill, four composite samples were obtained from batches of approximately 450 tons
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of stabilized materials and analyzed for TCLP arsenic and lead. Each composite sample consisted of 10
subsamples collected across the stabilized stockpile. TCLP lead and arsenic concentrations were not
detected above 5 mg/L in either sample. A summary of the analytical results for the soil stabilization samples
are presented in Table 2-2 and laboratory analytical reports are included in Appendix F.
2.5.3 Backfill Material Sampling
Imported fill materials were used to backfill the excavation areas. In accordance with the SSSR/RAWP, the
source was sampled and analyzed for target compound list volatile organic compounds, semi-volatile
organic compounds, pesticides, polychlorinated biphenyls, and target analyte list metals. Analytical results
were provided to, and approved by, USEPA and NCDEQ prior to placement of backfill materials onsite.
The laboratory analytical reports for the backfill source is provided in Appendix G.
2.5.4 Soil Investigation Sampling
Based on the site redevelopment plans, three investigation borings (CH-SB-116 through CH-SB-118)
were advanced in the northeastern portion of the Site to evaluate if additional excavation was necessary.
The soil boring locations are shown on Figure 2-3. Soil samples were collected at each boring from 0 to
0.5 feet below ground surface (bgs) and 0.5 to 2 feet bgs. The samples were packed on ice and
submitted to the analytical laboratory for expedited analyses of arsenic and lead. Arsenic and lead
concentrations were below the SSALs of 27 mg/kg and 270 mg/kg, respectively. A summary of the
analytical results for the soil investigation samples are presented in Table 2-3 and laboratory analytical
reports are included in Appendix F.
2.5.5 Data Validation
Laboratory analytical data generated for this project and reported herein were validated by Arcadis in
accordance with the procedures specified in the Quality Assurance Project Plan included as Appendix B of
the Site Delineation Work Plan (ARCADIS, 2011). Data validation entails a review of the quality control
(QC) data and the raw data to verify that the laboratory was operating within required limits, the analytical
results are correctly transcribed from the instrument read outs and which, if any, environmental samples
are related to any out-of-control QC samples. The objective of data validation is to identify any questionable
or invalid laboratory measurements and to determine if the quality is sufficient to meet the data quality
objectives. Data collected as part of this project were identified as usable.
2.6 Site Restoration and Demobilization
Following the receipt of acceptable confirmation sample analytical results, the Site was transitioned to the
property owner for backfilling and restoration in accordance with the development plans. Since the property
owner was actively involved in the restoration process, site and E&S controls were also transitioned.
Restoration generally included the placement, compaction, and grading of backfill materials to restore the
Site to satisfactory conditions for redevelopment purposes. Pre- and Base--excavation topographical
surveys are depicted on Figures 2-4A and 2-4B. Site photographs are provided in Appendix B.
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Soil removal and backfilling activities were completed on June 29, 2017. Arcadis trailers, equipment storage
boxes, temporary sanitary facilities, and all other equipment and Arcadis personnel were removed from the
Site.
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3 POST-REMOVAL ACTION SITE CONTROL PLAN
3.1 Introduction
Soils containing concentrations of arsenic and lead above the SSALs were removed from the majority of
the Site; however, some of these soils still remain, as illustrated on Figure 3-1. These soils were not
removed due to:
 Concerns regarding the structural integrity of existing features or utilities;
 Existing asphalt/concrete cover or existing buildings;
 Impacts at depths that did not required excavation based on site redevelopment activities.
A combination of institutional controls and routine site inspections will be implemented to address any
residual soil impacts at the Site. Annual inspections will be performed at the Site to verify that no erosion
or ground-disturbing activities are occurring in the areas under institutional controls.
3.2 Implementation of Institutional Controls
EMES will work with NCDEQ and the individual property owners to establish institutional controls (Land
Use Restrictions [LURs]) for those properties where residual soil impacts remain. Although the exact
language has yet to be determined, the LURs will record on the deed the presence and location of impacted
soils remaining on-site, and will restrict future land use, subject to the approval of the USEPA and NCDEQ.
A recordable survey plat will be prepared that documents the locations of the demarcation liner, as shown
on Figure 3-1, and the LURs will prohibit the disturbance of soils in these areas. LURs will be implemented
for properties with PIN #s 12103207, 12103208, 12103209, and 12103212 as shown on Figure 3-1. On
November 5, 2015, property with PIN # 12103217 and 12103220 were entered into a Brownfields
Agreement (Brownfields Project Number: 18004-14-060), which restricts land and groundwater use for
these parcels.
Access to the property with PIN #12103213 was requested to allow for delineation sampling based on soil
data on adjacent parcels. Access to this parcel was denied by the property owner; therefore, this property
has not been sampled.
3.3 Annual Inspections
EMES will perform site inspections on an annual (or other frequency if required by USEPA or NCDEQ)
basis following the implementation of LURs to document the condition of the property to ensure that no
erosion of soils covering these areas is occurring, and that no other man-made disturbance of these areas
is occurring. If it becomes necessary in the future to disturb or remove the remaining impacted soils, soil
removal activities will be coordinated with, and performed by, representatives of EMES. Soil disturbance
and removal activities will be subject to notification and approval by the USEPA and NCDEQ prior to
conducting the soil disturbing or removal activity. Results of annual inspections will be documented in
written reports and will be submitted to USEPA and NCDEQ.
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In addition to the site inspections, an annual verification will be made with the Registrar of Deeds that the
LURs are still in effect on the deed(s) and that site conditions are not in violation of the LURs.
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4 SUMMARY
This 2017 RACR has been prepared to document the soil removal, sampling, and restoration activities that
were completed at the property with PIN # 12103217, which is part of the former VCC Site located in
Charlotte, North Carolina. The objective of this removal action was to remove specific arsenic- and lead-
containing soils associated with the former fertilizer manufacturing activities that were now accessible due
to property redevelopment.
The latest soil removal activities were initiated in April 2017 and completed in June 2017. Site preparation
activities included, but were not limited to: installation of E&SC measures, identification and location of
utilities, construction of support areas, and concrete building slab removal and recycling. Impacted soils
were removed using a combination of mechanical excavators and hand tools (e.g., shovels). Select soils
were stabilized, as necessary, to reduce the leachability of lead. All excavated materials (30,825 tons)
were disposed of off-site as non-hazardous waste at a USEPA-approved RCRA Subtitle D landfill.
Confirmation soil samples were collected from the base of the excavation areas to document the post-
excavation concentrations of arsenic and lead prior to backfilling. If concentrations of arsenic and/or lead
were above the SSALs, the area was physically marked with a demarcation liner (bright orange plastic
construction fencing or geotextile) that was buried at the bottom of the excavation. Air monitoring performed
during the removal action did not detect the presence of total dust, arsenic, or lead above the action levels.
Upon completion of soil removal activities, the excavation areas were backfilled. At this time, the property
is being redeveloped by the owner for residential use.
Between November 2013 and June 2017, a total of 36,913 tons of soil and debris were removed from the
former VCC Charlotte Site. In some areas, all impacted soils could not be removed due to impervious
surfaces, utilities, or depth; therefore, EMES has proposed a Post-Removal Site Control Plan described in
Section 3 to ensure that disturbance of these soils does not occur.
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5 REFERENCES
Arcadis, 2011. Site Delineation Work Plan, Former Virginia-Carolina Chemical Corporation Site, Charlotte,
Mecklenburg, North Carolina, Revised January 2011.
Arcadis, 2012. Site Delineation Report and Removal Action Work Plan, Former Virginia-Carolina Chemical
Corporation Site, Charlotte, North Carolina, December 2012.
Arcadis, 2015. Removal Action Completion Report, Former Virginia-Carolina Chemical Corporation Site,
Charlotte, North Carolina, Revised September 2015.
Arcadis, 2017a. Supplemental Soil Sampling Report/removal Action Work Plan, Former Virginia-Carolina
Chemical Corporation Site, Charlotte, North Carolina, March 2017.
Arcadis, 2017b. Health and Safety Plan, VCC – Charlotte, Charlotte, North Carolina, March 2017.

TABLES

Table 2-1
Summary of Soil Confirmation Sample Analytical Results
2017 Removal Action Completion Report
Former VCC Site, Charlotte, North Carolina
Confirmation Removal Arsenic Lead
Sample ID Area ID Date (mg/kg) (mg/kg) Comments
27 270
CH-CS-1A 1 5/4/2017 2.42 UJ 23.8 J
CH-CS-1B 1 5/4/2017 3.10 J 93.8
CH-CS-2A 2 5/9/2017 113 380 Demarcation liner installed
CH-CS-2B 2 5/9/2017 23.6 165
CH-CS-3 3 5/9/2017 14.4 114
CH-CS-4A 4 5/5/2017 9.75 78.1
CH-CS-4B 4 5/5/2017 14.3 83.2
CH-CS-5A 5 5/3/2017 2.29 U 25.3
CH-CS-5B 5 5/3/2017 1.51 J 29.0
CH-CS-6 6 5/15/2017 203 67.2 J Demarcation liner installed
CH-CS-7 7 5/24/2017 42.1 J 110 Demarcation liner installed
CH-CS-8 8 5/24/2017 52.0 J [46.4 J] 18.7 [17.2] Demarcation liner installed
CH-CS-9 9 5/22/2017 16.3 14.8
CH-CS-10 10 5/12/2017 21.8 J 11.7
CH-CS-11 11 6/2/2017 2.66 U 15.8
CH-CS-13A 13 6/8/2017 34.4 30.9 Demarcation liner installed
CH-CS-13B 13 6/8/2017 118 22.0 Demarcation liner installed
CH-CS-14A 14 6/9/2017 50.5 15.5 Demarcation liner installed
CH-CS-14B 14 6/9/2017 130 60.6 Demarcation liner installed
CH-CS-15 15 5/25/2017 5.20 16.5
CH-CS-15B 15 6/2/2017 253 347 Demarcation liner installed
CH-CS-15C 15 6/2/2017 3.10 16.9
CH-CS-16A 16 5/19/2017 71.7 J 39.7 J
Additional soil excavated
and resampled (16A2)
CH-CS-16A2 16 6/2/2017 1.72 J 9.50
CH-CS-16B 16 6/2/2017 45.5 20.7 Demarcation liner installed
CH-CS-17A 17 5/15/2017 2.45 U 34.5 J
CH-CS-17B 17 5/19/2017 9.88 J 24.1 J
CH-CS-18A 18 5/19/2017 14.7 J 114 J
CH-CS-18B 18 5/19/2017 11.1 J 29.1 J
CH-CS-20A 20 5/12/2017 15.8 J 82.8 J
CH-CS-20B 20 5/12/2017 4.66 14.2
CH-CS-21A 21 5/19/2017 6.70 J [2.90 J] 19.5 J [12.3 J]
CH-CS-21B 21 5/19/2017 1.74 J 33.3 J
Notes:
mg/kg = milligrams per kilogram
U = not detected.
J = Indicates estimated value.
[ ] = Bracketed values indicate results of bilind field duplicate samples.
Bold and shaded values indicate exceedances of the SSALs.
1. Soil removal areas that correspond with confirmation sample locations are shown on Figure 2-3. Removal Areas 12 and 19
did not require confirmation soil samples; these areas were only excavated to the maximum depth required for redevelopment
and therefore impacted soils remain at depth.
2. Laboratory analytical reports are included in Appendix F.
Site-Specific Action Level (SSAL)
0201711417 Page 1 of 1
Table 2-2
Summary of Soil Stabilization Sample Analytical Results
2017 Removal Action Completion Report
Former VCC Site, Charlotte, North Carolina
Removal Arsenic Lead
Sample ID Area ID Date (mg/L) (mg/L)
TCLP limit 5 5
CH-SP-16A 16 4/27/2017 0.324 J 0.5 U
CH-SP-16B-10 16/10 4/27/2017 0.264 J 0.5 U
CH-SP-7/10/16 7/10/16 5/22/2017 0.109 J 0.076 J
CH-SP-16D 16 6/7/2017 0.985 0.062 J
Notes:
mg/L = milligrams per liter
TCLP = Toxicity Characteristic Leaching Procedure
U = not detected.
J = Indicates estimated value.
1. Laboratory analytical reports are included in Appendix F.
0201711417 Page 1 of 1
Table 2-3
Summary of Soil Investigation Sample Analytical Results
2017 Removal Action Completion Report
Former VCC Site, Charlotte, North Carolina
Sample Arsenic Lead
Sample ID Depth (ft bgs) Date (mg/kg) (mg/kg) Comments
27 270
CH-SB-116 0 - 0.5 6/5/2017 10.2 71.6 Investigation Sample
CH-SB-116 0.5 - 2 6/5/2017 3.03 19.1 Investigation Sample
CH-SB-117 0 - 0.5 6/5/2017 3.55 17.0 Investigation Sample
CH-SB-117 0.5 - 2 6/5/2017 3.63 U 13.6 Investigation Sample
CH-SB-118 0 - 0.5 6/5/2017 8.92 26.7 Investigation Sample
CH-SB-118 0.5 - 2 6/5/2017 3.17 9.51 Investigation Sample
Notes:
mg/kg = milligrams per kilogram
U = not detected.
Bold and shaded values indicate exceedances of the SSALs.
1. Laboratory analytical reports are included in Appendix F.
Site-Specific Action Level (SSAL)
0201711417 Page 1 of 1

FIGURES

EXXONMOBIL
VCC-CHARLOTTE NORTH CAROLINA
TREMONT INDUSTRIAL PARK
2017 REMOVAL ACTION COMPLETION REPORT
1-1
FIGUREIMAGES: 85793X00.jpgXREFS: 85793XAPCITY: SYRACUSE, NY DIV/GROUP: IMDV DB: K.DAVIS LD: K.DAVIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B01.dwg LAYOUT: 1-1 SAVED: 8/18/2017 9:48 AM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: PLTFULL.CTB PLOTTED: 9/15/2017 10:43 AM BY: DAVIS, KATHIREFERENCE: BASE MAP USGS 7.5. MIN. TOPO. QUAD., CHARLOTTE EAST, N.C., 2016
Approximate Scale: 1 in. = 2000 ft.
0 2000'4000'
PROJECT
LOCATION
NORTH CAROLINA
SITE LOCATION MAPAREA
LOCATION
PIN # 12103210
1-STORYBRICK BUILDINGSLAB FOUNDATION
1-STORYBRICK BUILDINGSLAB FOUNDATION
1-STORYBRICK BUILDINGSLAB FOUNDATION
(PARK AVENUE PARTNERS, LLC)
(SINKOE BROS)
(DAVID R BOWLES)
(DADO INVESTMENT, LLC)
(CHRISTY ONE, LLC)
(DOMA VIDA INVESTMENTS, LLC
C/O RONALD SODOMA)
(JAMES ANDMARIA H PAPPAS)
(C/O MARYMARIE MITCHELL TRUST)
(SOUTHEND
DEVELOPMENT GROUP, LLC)
(VIRGINIA L HARGRAVE)
(HAWKINS STREET
DESIGN CENTER, LLC)
(JOSEPH ROBERT COLE, SR)
(P7/PSREG TREMONT, LLC)
CONCRETE
LOADING
DOCKS
TIRE PILE
LANDSCAPEBUSH LINE
METAL BUILDING
(NED NORRIS HENSONAND JUDITH MULLIGAN)
(CHARLOTTE LUMBER & MFG CO)
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PIN # 12103213
PIN # 12103219
PIN # 12103220
PIN # 12103212
PIN # 12103217
PIN # 12103209
PIN # 12103219
PIN # 12103208
PIN # 12103207
PIN # 12103206
PIN # 12103202
PIN # 12103203
PIN # 12103204
PIN # 12103205
PIN # 12103201
PIN # 12103216
CURRENT AND HISTORICAL SITE
FEATURES
PIN # 12103013
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B02.dwg LAYOUT: 1-2 SAVED: 9/14/2017 8:51 AM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:44 AM BY: DAVIS, KATHIFIGURE
1-2IMAGES: 85793X01.jpgXREFS: 85793X01 85793XBLEXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
PIN # 12103201
PIN # 12103202
PIN # 12103208
PIN # 12103209
PIN # 12103220
WEST TRE
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SLAB FOUNDATION
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(PARK AVENUE PARTNERS, LLC)
(DADO INVESTMENT, LLC)
(P7/PSREG TREMONT, LLC)
METAL BUILDING
(AP 307 W. TREMONT AVE., LLC)
PIN # 12103217
5
4
2
1
12
11
17
18
19
20
21
6
7
8 9 10
15 16
13
14
3
SITE PLAN SHOWING LIMITS OF 2017
SOIL REMOVAL
PIN # 12103013
20
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B03.dwg LAYOUT: 2-1 SAVED: 9/14/2017 3:00 PM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:44 AM BY: DAVIS, KATHIFIGURE
2-1IMAGES:XREFS: 85793X01 85793XBLEXXONMOBIL
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TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
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(DADO INVESTMENT, LLC)
(CHRISTY ONE, LLC)
(DOMA VIDA INVESTMENTS, LLCC/O RONALD SODOMA)
(JAMES AND
MARIA H PAPPAS)
(C/O MARY
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(SOUTHEND
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(VIRGINIA L HARGRAVE)
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PIN # 12103210
PIN
#12103219
PIN # 12103212
PIN # 12103211
PIN # 12103207
PIN # 12103213
PIN # 12103216
PIN # 12103220
PIN # 12103204
PIN # 12103201
PIN # 12103202
PIN # 12103203
PIN # 12103205
PIN # 12103206
PIN # 12103208
PIN # 12103209
PIN # 12103217
5
4
2
1
12
11
17
18
19
20
21
6
7
8 9 10
15 16
13
14
3
SOIL REMOVAL EXCAVATION DEPTHS
PIN # 12103013
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B04.dwg LAYOUT: 2-2 SAVED: 9/15/2017 2:23 PM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 2:25 PM BY: DAVIS, KATHIFIGURE
2-2IMAGES:XREFS: 85793X01 85793XBL 85793X04EXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
20
ESTIMATED DEPTH OF SOIL REMOVAL
PIN # 12103201
PIN # 12103202
PIN # 12103208
PIN # 12103209
PIN # 12103220
WEST TRE
M
O
N
T

A
V
E
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
(PARK AVENUE PARTNERS, LLC)
(DADO INVESTMENT, LLC)
(P7/PSREG TREMONT, LLC)
METAL BUILDING
(AP 307 W. TREMONT AVE., LLC)
PIN # 12103217
SB-118
SB-116
SB-117
5A
4B
2B
1A
12
11
17B
18A
19 20A
21A
6
7
8 9 10
15B
16B
13A
14A1B
2A
4A
5B
3
13B
15C
15
16A &
16A2
14B
18B
17A
20B
21B
CONFIRMATION SAMPLE LOCATION
AREAS
PIN # 12103013
20
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B08.dwg LAYOUT: 2-3 SAVED: 9/14/2017 8:31 AM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:46 AM BY: DAVIS, KATHIFIGURE
2-3IMAGES:XREFS: 85793X01 85793XBLEXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
PIN # 12103201
PIN # 12103202
PIN # 12103208
PIN # 12103209
PIN # 12103220
PIN # 12103217
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
(PARK AVENUE PARTNERS, LLC)
(DADO INVESTMENT, LLC)
(P7/PSREG TREMONT, LLC)
METAL BUILDING
(AP 307 W. TREMONT AVE., LLC)
WEST TRE
M
O
N
T

A
V
E
5
4
2
1
3
12
11
15
17
18
19 20
14
13
16
21
6
7
8 9
10
PRE-EXCAVATION TOPOGRAPHIC
SURVEY
PIN # 12103013
20
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B05.dwg LAYOUT: 2-4A SAVED: 9/15/2017 10:41 AM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:45 AM BY: DAVIS, KATHIFIGURE
2-4AIMAGES:XREFS: 85793X01 85793XBLEXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
PIN # 12103201
PIN # 12103202
PIN # 12103208
PIN # 12103209
PIN # 12103220
PIN # 12103217
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
1-STORY
BRICK BUILDING
SLAB FOUNDATION
(PARK AVENUE PARTNERS, LLC)
(DADO INVESTMENT, LLC)
(P7/PSREG TREMONT, LLC)
METAL BUILDING
(AP 307 W. TREMONT AVE., LLC)
WEST TRE
M
O
N
T

A
V
E
5
4
2
1
3
12
11
15
17
18
19 20
14
13
16
21
6
7
8 9
10
BASE EXCAVATION TOPOGRAPHIC
SURVEY
PIN # 12103013
20
CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B06.dwg LAYOUT: 2-4B SAVED: 9/14/2017 2:57 PM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:45 AM BY: DAVIS, KATHIFIGURE
2-4BIMAGES:XREFS: 85793X01 85793XBLEXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
WEST TRE
M
O
N
T

A
V
E
S TRYON STRAMPART S
T
HAWKI
N
S
S
T
PIN # 12103204
PIN # 12103207
PIN # 12103201
PIN # 12103202
PIN # 12103203
PIN # 12103205
PIN # 12103206
PIN # 12103208
PIN # 12103209
PIN # 12103210
PIN # 12103219
PIN # 12103213
PIN # 12103216
PIN # 12103211
PIN # 12103013
(PARK AVENUE PARTNERS, LLC)
(SINKOE BROS)
(DAVID R BOWLES)
(DADO INVESTMENT, LLC)
(CHRISTY ONE, LLC)
(DOMA VIDA INVESTMENTS, LLCC/O RONALD SODOMA)
(JAMES AND
MARIA H PAPPAS)
(C/O MARYMARIE MITCHELL TRUST)
(SOUTHEND
DEVELOPMENT GROUP, LLC)
(HAWKINS STREET
DESIGN CENTER, LLC)
(JOSEPH ROBERT COLE, SR)
CONCRETE
LOADING
DOCKS
LANDSCAPE
BUSH LINE
METAL BUILDING
(NED NORRIS HENSONAND JUDITH MULLIGAN)
(CHARLOTTE LUMBER & MFG CO)
(C/O DWAYNE ALEXANDER
RAM CAPITAL, LLC)
PIN # 12103217
PIN # 12103220
1-STORYBRICK BUILDING
SLAB FOUNDATION 1-STORYBRICK BUILDING
SLAB FOUNDATION
1-STORYBRICK BUILDING
SLAB FOUNDATION
(P7/PSREG TREMONT, LLC)
(AP 307 W. TREMONT AVE., LLC))
PIN # 12103212
(VIRGINIA L HARGRAVE)CITY: SYRACUSE, NY DIV/GROUP: IMDV DB:L.ELLIS LD: L.ELLIS PIC: T.HOPPER PM: K.WHITE TM: K.WHITE LYR: ON=*;OFF=*REF*C:\ENVCAD\B0085793\1704\00008\DWG\85793B07.dwg LAYOUT: 3-1 SAVED: 9/14/2017 8:15 AM ACADVER: 20.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: SURVEY 2003 BW.CTB PLOTTED: 9/15/2017 10:46 AM BY: DAVIS, KATHIFIGURE
3-1IMAGES:XREFS: 85793X02 85793XBLEXXONMOBIL
VCC-CHARLOTTE, NORTH CAROLINA
TREMONT INDUSTRAIL PARK
2017 REMOVAL ACTION COMPLETION REPORT
AREAS REQUIRING LAND USE
RESTRICTIONS

APPENDIX A

Removal Action Field Note Documentation

APPENDIX B

Removal Action Site Photographs

APPENDIX C

Safety Data Sheet (SDS) for EnviroBlend®

APPENDIX D

Air Monitoring Results

APPENDIX E

Summary of Excavation and Disposal and
Waste Manifest Documentation

APPENDIX F

Laboratory Analytical Reports for Confirmation, Stabilization, and
Investigation Samples

APPENDIX G

Laboratory Analytical Report for Backfill Source

Arcadis G&M of North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh, North Carolina 27607
Tel [phone]
Fax [phone]