24001 REEP-LRC II Environmental Management Plan_20200630

#C-1269 Engineering #C-245 Geology

Environmental Management Plan

REEP-LRC II
1900 & 1942 Continental Boulevard
Charlotte, North Carolina
Brownfields Project No. 24001-20-060

H&H Job No. SSP-001 Revised June 23, 2020

CONTENTS
Completed EMP Template Form
Figures

Figure 1 NCBP Diagram for Temporary Containment of Impacted or Potentially Impacted
Soil
Figure 2 Site Location Map
Figure 3 Site Plan

Appendices

Appendix A Redevelopment Site Plans
Appendix B Grading Plans and Cut-Fill Analysis
Appendix C Assessment Analytical Data Summaries

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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: 6/23/2020 Revision Date (if applicable): Click or tap to enter a date.

Brownfields Assigned Project Name: REEP-LRC II

Brownfields Project Number: 24001-20-060

Brownfields Property Address: 1900 & 1942 Continental Boulevard, Charlotte, Mecklenburg County

Brownfields Property Area (acres): The site consists of four parcels of land located at 1900
Continental Boulevard (Mecklenburg County Parcel Identification Number [PIN] 20308301), a parcel
east of 1900 Continental Boulevard with no established address (PIN 20308305), 1942 Continental
Boulevard (PIN 20308306), and a parcel east of Interstate I-485 with no established address (PIN
20302139). This Environmental Management Plan has been prepared for proposed redevelopment
activities related to PINs 20308301 and 20308305. A Site location map is provided as Figure 2 and a
Site plan is provided as Figure 3.
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): SPWF – Continental Warehouse, LLC
Contact Person: Bill Berry
Phone Numbers: Office: 267-460-5643 Mobile: Click or tap here to enter text.
Email: [e-mail]

Contractor for PD: TBD
Contact Person:
Phone Numbers: Office: Mobile:
Email:

Environmental Consultant: Hart & Hickman, PC
Contact Person: Justin Ballard
Phone Numbers: Office: 919-847-4241 Mobile:
Email: [e-mail]

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Brownfields Program Project Manager: Bill Schmithorst
Phone Numbers: Office: 919-707-8159 Mobile:
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
DEQ Brownfields Program – Joselyn Harriger; [e-mail]; 704-235-2195
DEQ UST Section – Daniel Bowser; [e-mail]; 704-235-2172
DEQ Inactive Hazardous Waste Section – George Adams; [e-mail]; 704-663-1699

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:
Warehousing

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

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lines, etc.
☐ Interviews with employees/former employees/facility managers/neighbors
3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
Redevelopment plans for the Site can be separated into three projects. In order of schedule, the
first project (herein referred to as the Fire Line Project) includes installation of a pre-fabricated
fire pump house in the southwestern portion of the Site on PIN 20308301. The fire pump house
will tie into the City of Charlotte fire main along Continental Boulevard through newly installed
subsurface piping. The second project (herein referred to as the Loading Dock Project) includes
renovations to the northwestern portion of the existing building on PIN 20308301. The
renovations involve expansion of the building and installation of footers for up to 30 new loading
docks. Additional improvements to be completed with the Loading Dock Project include
installation of a new road that will circulate existing structures on PIN 20308301 and allow access
to future development on PIN 20308305 (herein referred to as the Circulation Road). The third
project (herein referred to as the Premier Redevelopment Project) includes installation of an
approximately 333,000 square foot (sq ft) building with associated parking, access drives, and a
stormwater retention pond on PIN 20308305. Proposed redevelopment projects are shown on
Figure 3. Copies of the current Site Plans prepared for redevelopment of the Brownfields
property are included in Appendix A. Copies of the proposed grading plans and cut/fill analysis
for the Premier Redevelopment Project are provided as Appendix B.

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
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):
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a)Construction start date: 6/29/2020
b)Anticipated duration (specify activities during each phase):
The Fire Line Project is anticipated to start by June 1, 2020 and could take up to
approximately three months to complete.
c) Additional phases planned? x Yes ☐ NoIf yes, specify the start date and/or activities if known:
Start Date: 9/1/2020
Planned Activity:
The Loading Dock Project is anticipated to start by September 2020 and could take up to
approximately 11 months to complete.
Start Date: TBD
Planned Activity:
There is no proposed start date for the Premier Redevelopment Project. However, proposed
redevelopment plans for the Loading Dock Project include relocation (i.e., cut and fill) of soil
to the Premier Redevelopment Project portion of the Site. Soil will then be rough graded in
preparation for future redevelopment activities.
Start Date: Click or tap to enter a date. Planned Activity:
Click or tap here to enter text.
d)Provide the planned date of occupancy for new buildings: Not applicable or unknown
CONTAMINATED MEDIA
1)Contaminated Media on the Brownfields Property
Part 1. Soil:……………………………………….……………. ☒ Yes ☐ No ☐ Suspected
Part 2. Groundwater:.……………………….……..……. ☒ Yes ☐ No ☐ Suspected
Part 3. Surface Water:.……………...……..…………… ☐ Yes ☒ No ☐ Suspected
Part 4. Sediment:.……………...……..…………………… ☐ Yes ☒ No ☐ Suspected
Part 5. Soil Vapor:…..…………...……..…………………. ☒ Yes ☐ No ☐ Suspected
Part 6. Sub-Slab Soil Vapor:……...……..…………….. ☐ Yes ☒ No ☐ Suspected
Part 7. Indoor Air:...……..…………………………………. ☐ Yes ☒ No ☐ Suspected
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.

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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):
Multiple phases of environmental assessments have been conducted at the Brownfields property
since 2007. The assessments were conducted under the purview of the DEQ Underground
Storage Tank (UST) Section, Inactive Hazardous Sites Branch (IHSB), and the Brownfields
Program. Known releases associated with PINs 20308301 or 20308305 include the former Wash
Rack area (UST Section No Further Action status in June 2010), the former Boiler Day Tanks area
(UST Section No Further Action status in June 2010), the former Naphtha UST area (UST Section
Conditional No Further Action status and Notice of Residual Petroleum filed in 2003), the former
Rail Off-Loading Area (UST Section Conditional No Further Action status in January 2020), the
former Buffing Dust Shed (active IHSB incident), the former No. 6 Fuel Oil Aboveground Storage
Tank (AST) area (UST Section No Further Action status in December 2009), and the waste debris
removal areas (substantially removed during prior work under the Brownfields Program). Of the
known releases, the former Buffing Dust Shed (PIN 20308301), No. 6 Fuel Oil AST (PIN
20308305), and portions of the waste debris removal areas (PIN 20308305) are located in areas
proposed for redevelopment under this EMP. Brief summaries of the soil assessment results for
PINs 20308301 and 20308305 are provided below.

PIN 20308301
The former Buffing Dust Shed is located in the vicinity of the proposed Circulation Road (Figure
3). Construction plans for the Circulation Road include minimal surface disturbance as this area
is already at or near proposed grade. Historical assessment activities completed in 2009 in the
vicinity of the former Buffing Dust Shed indicate low levels of several volatile organic compounds
(VOCs) have been detected in surficial soil samples at concentrations above laboratory detection
limits, but below the DEQ Industrial/Commercial Preliminary Soil Remediation Goals (PSRGs). In
addition, low levels of several metals were detected at concentrations above the laboratory
method detection limits. Aside from arsenic (up to 5.5 milligrams per kilogram [mg/kg]), no
metals were detected at concentrations above the DEQ Industrial/Commercial PSRG.
Concentrations of arsenic and other metals are consistent with published background ranges in
the Site region. Soil sample locations and tabular summaries of soil analytical data are included
in Appendix C. Please note that with the exception of the former Rail Off-Loading Area,
assessment information included in Appendix C has been limited to area of the Site proposed for
redevelopment as described in this EMP.

PIN 20308305
The former No. 6 Fuel Oil AST and portions of the waste debris removal areas are located within
the footprint of the proposed building for the Premier Redevelopment Project (Figure 3).
According to the Phase II Environmental Site Assessment prepared by Waters Edge
Environmental, LLC dated February 4, 2008, oil and grease was detected at concentrations up to

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13,200 mg/kg, which was above DEQ Action Level of 250 mg/kg in soil samples collected from
within the dike area of the former No. 6 Fuel Oil AST. The Phase II ESA estimated that up to 500
tons of impacted soil may exist in this area. The release incident received No Further Action
status without soil restrictions from the UST Section in December 2009.

H&H conducted soil assessment and waste/debris removal activities during several events
completed from 2016 through 2018. Soil sample locations are shown on Figure 3 and tabular
summaries of soil analytical data and post-waste/debris removal sampling locations are included
in Appendix C. Please note that with the exception of the former Rail Off-Loading Area,
assessment information included in Appendix C has been limited to area of the Site proposed for
redevelopment as described in this EMP.

Excavation of waste, drums, and asbestos-containing materials (ACMs) was performed
historically on PIN 20308305; however, these activities were performed outside the footprint of
the proposed redevelopment. Based on soil sampling data for locations that were not
excavated, low levels of several VOCs and semi-VOCs have been detected in soil samples
collected on PIN 20308305 at concentrations above laboratory detection limits, but below the
DEQ Industrial/Commercial PSRGs. In addition, low levels of several metals were detected at
concentrations above the laboratory method detection limits. Aside from arsenic (up to 13
mg/kg), no metals were detected at concentrations above the DEQ Industrial/Commercial PSRG.
Although concentrations of arsenic and other metals are consistent with published background
ranges in the Site region, H&H utilized the highest metal concentrations detected in surficial soil
samples collected at the Site during the 2016 and 2018 assessment activities to evaluate risk
using the February 2018 DEQ Risk Calculator. The results of the risk calculations indicated no
exceedances of acceptable cumulative risk levels for a non-residential worker. Risk calculations
are included in Appendix C.
2) Depth of known or suspected contaminants (feet):
As mentioned above, arsenic was detected at concentrations above the DEQ
Industrial/Commercial PSRG in soil samples collected from 0 to 10 ft below ground surface (bgs)
on PINs 20308301 and 20308305. In addition, oil and grease was detected above the DEQ Action
Level in soil samples collected from approximately 1 ft bgs within the former No. 6 Fuel Oil AST
dike area.
3) Area of soil disturbed by redevelopment (square feet):
Based upon review of the proposed fire service plan for the Fire Line Project (Appendix A), up to
approximately 15,000 sq ft (0.3 acres) are expected to be disturbed during excavation activities.
Based upon review of the proposed grading plan for the Loading Dock Project (Appendix B), up
to approximately 220,000 sq ft (5.1 acres) are expected to be disturbed during grading and
excavation activities. Based upon review of the cut/fill analysis for the Premier Redevelopment
Project (Appendix B), up to approximately 910,000 sq ft (20.9 acres) are expected to be disturbed
during grading and excavation activities.

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4) Depths of soil to be excavated (feet):
Based upon the proposed excavation, grading plans, and/or cut/fill analysis, planned cuts are
expected to be up to depths of approximately 4 ft bgs for the Fire Line Project, approximately 2
to 5 ft bgs for the Loading Dock Project, and up to approximately 28 ft bgs for the Premier
Redevelopment Project.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Based upon review of the proposed excavation, grading plans, and/or cut/fill analysis for the Fire
Line Project, Loading Dock Project, and the Premier Redevelopment Project, the total volume of
soil to be excavated is estimated to be approximately 2,300 cubic yards (cubic yards) for the Fire
Line Project, approximately 18,000 to 22,000 cy for the Loading Dock Project, and approximately
76,000 cy for the Premier Redevelopment Project. Note that cut soil from the Fire Line Project
will be used as backfill following installation of the fire line within the new utility trench; cut soil
from the Loading Dock Project will be used as fill on the Premier Redevelopment Project; and cut
soil from the Premier Redevelopment Project will be reused as fill on the Premier
Redevelopment Project.

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
None.

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Soil is not proposed to be disposed of off-Site. In the unlikely event potentially impacted soil is
encountered and cannot be reused on-Site as fill, it will be sampled and managed in accordance
with the procedures described in the following sections.

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

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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)
Click or tap here to enter text.

☒ If no, explain rationale:
Laboratory analysis of soil samples collected during assessment activities did not
identify compound concentrations in soil at characteristically hazardous levels or
levels which exceed TCLP criteria using the Rule of 20. If soils are disturbed
during grading which are suspected to contain concentrations above hazardous
waste levels [based on visual observation or field screening with a calibrated
photoionization detector (PID)], the soil will be sampled and managed in
accordance with the procedures described below.

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:

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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 impacted soil is identified during redevelopment and reused on-Site, it will be covered
with impervious surfaces (asphalt pavement, sidewalks, access roads, buildings, etc.) or a
minimum of 2 ft of clean fill during redevelopment.

☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-recorded if
actions are Post-Recordation).
☒ GPS the location and provide site map with final location.
☐ Other. Please provide a description of the measure:

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 future Site redevelopment activities based upon previous soil sampling data and field
screening during previous assessment and waste debris removal activities. However, the
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. Particular attention will be paid by contractors to implement dust control
measures as needed based on Site and atmospheric conditions (i.e., by controlled water
application, hydro-seeding, and/or mulch, stone, or plastic cover). Potentially impacted soil
will be managed as described below.

☐ No, explain rationale:

Field Screening of site soil
Click or tap here to enter text.

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☒ Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
During soil disturbance at the Site, the workers or contractors will observe soils for
evidence of potential significantly impacted soil. Evidence of potential significantly
impacted soil includes a distinct unnatural color, strong odor, or filled or previously
disposed materials of concerns (i.e., chemicals, tanks, drums, potential asbestos containing
materials, etc.). Should the above be noted during Site work, the contractor will contact
the project environmental professional to observe the suspect condition. If the project
environmental professional confirms that the material may be impacted, then the
procedures below will be implemented. In addition, the environmental professional will
contact the DEQ Brownfields project manager within 48-hours 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.

☒ No, explain rationale:
Collection of additional soil samples is not anticipated based on results of previous Site
assessment activities. If previously unknown significant soil impact is encountered during
grading and/or installation or removal of utilities, excavation will proceed only as far as
needed to allow grading and/or 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 grading and/or utility line installation or removal
may be stockpiled and covered in a secure area to allow construction to progress.
Suspect impacted soil will be underlain by and covered with minimum 10-mil plastic
sheeting. At least one representative soil sample (no less than three aliquot soil samples)
at a sample ratio of one soil sample per every approximately 1,000 cubic yards of soil will
be collected for the analyses selected below (i.e., total VOCs, SVOCs, and RCRA metals
plus hexavalent chromium). Other laboratory analyses may be required based on
materials discovered. If the soil sample laboratory analytical results indicate that the soil
could potentially exceed toxicity characteristic hazardous waste criteria, then the soil will
also be analyzed by TCLP for those compounds that could exceed the toxicity
characteristic hazardous waste criteria.
Impacted soil will be managed in the manner described below based upon the laboratory
analyses:
i. If no organic compounds are detected in a sample (other than which are
attributable to sampling or laboratory artifacts) and metals are below the Protection of
Groundwater or Residential PSRGs (whichever is lower for the detected compounds) and
are consistent with Site-specific background levels with acceptable cumulative risk

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calculator results, then the soil will be deemed suitable for use as on-Site fill or as off-Site
fill. The proposed location(s) for off-Site placement of soil (other than a permitted
facility) along with the receiving facility’s written approval for acceptance of the soil will
be provided to DEQ for approval prior to taking the soil off-Site.
ii. If detectable levels of compounds are found which do not exceed the DEQ
Industrial/Commercial PSRGs (other than which are attributable to sampling or laboratory
artifacts or which are consistent with Site-specific background levels for metals), the TCLP
concentrations are below hazardous waste criteria, and cumulative risk calculator results
are acceptable, then the soil may be used on-Site as fill without conditions.
iii. If detectable levels of compounds are found which exceed the DEQ
Industrial/Commercial PSRGs (other than which are attributable to sampling or laboratory
artifacts or which are consistent with background levels for metals) and the TCLP
concentrations are below hazardous waste criteria, then the soil, with DEQ written
approval, may be used on-Site as fill below an impervious surface, or at least 2 ft of
documented compacted clean soil. If the impacted soil with concentrations above
Industrial/Commercial PSRGs is moved to an on-Site location, its location and depth will
be documented, and its location will be provided to DEQ. DEQ may request an
amendment to the Brownfields plat to include the location of placed material.
iv. Impacted soil may be transported to a permitted facility such as a landfill provided
that the soil is accepted at the disposal facility. If soil is transported to a permitted
facility, the permitted facility’s written approval to dispose of soil from the Site will be
included with the final redevelopment report. In the unlikely event that the sample data
indicate concentrations above TCLP hazardous waste criteria, then the soil must be
transported off-Site to a permitted disposal facility that can accept or treat hazardous
waste.
*Please note that should the PD elect to transport export soil to a permitted facility or to
a DEQ Brownfields pre-approved receiving facility, soil will be direct loaded onto trucks
for transport off-Site.

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 Methods 6020/7471
☐ 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.

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☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.): Specify Analytical Method Number(s): Hexavalent Chromium by EPA Method 7199. Additional laboratory analyses may potentially be required by DEQ or other applicable regulatory agencies based on the suspected contaminant(s).

☒ 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,
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): EPA Methods 6020/7471.
☐ 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. Additional laboratory analyses may potentially be required by DEQ or other applicable regulatory agencies based on the suspected contaminant(s).

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.
Following completion of soil disturbance for future Site development (i.e., after grading
and utility installations for each respective redevelopment phase), an environmental
professional will be contracted to assess the Site for areas that will not be covered upon
completion of the redevelopment with a minimum of 2 ft of clean fill soil, building
foundations, sidewalks, asphalt or concrete parking areas and driveways, or other similar
impervious areas (e.g. tightly spaced pavers or bricks). If such areas exist, a Work Plan will
Click or tap here to enter text.

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be prepared for final grade soil sampling for DEQ Brownfields review and approval.

Based on the current Site redevelopment plan, one final grade soil sample will be collected
for laboratory analysis for each approximately 100 ft of linear landscape area or every
approximately 1,000 sq ft of open area. If no such areas exist, documentation will be
provided to the DEQ Brownfields project manager.

☐ If final grade sampling was NOT selected please explain rationale:

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?

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.)

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:

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.
The PD plans to import limited amounts of virgin organic rich topsoil from a commercial
landscape material vendor for use in proposed landscaped areas. The PD does not plan to collect
samples of landscaping materials prior to placement at the Site. In addition, the PD may use
limited amounts of lime or concrete as an amending agent for drying soil as needed during
grading and redevelopment activities. The PD does not plan to collect samples of lime or
concrete used as an amending agent prior to use at the Site.

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For import soil needed during grading (if any), the procedures outlined below will be followed to
demonstrate import soil meets acceptable standards applicable to the Site.

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 Methods 6020/7471
☐ 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.
The PD will follow the procedures outlined below to demonstrate import soil meets acceptable
standards applicable to the Site.

If the PD imports virgin fill material from a DEQ Brownfields pre-approved borrow source, no
samples of the import material will be collected as adequate analytical data is available in the DEQ
Brownfields database to demonstrate material from these facilities is suitable for use as structural
fill at a Brownfields property.

If the PD obtains soil from an off-Site property that is not a known permitted quarry, a sampling
plan will be developed and submitted for DEQ review. DEQ approval of the sampling plan and
analytical results will be obtained prior to transporting import soil to the Site.

The specific sampling rate will be outlined in the aforementioned sampling plan. However, if the
proposed borrow source has not been previously developed (i.e., virgin land), soil samples will be
collected for laboratory analyses indicated above at a general rate of one per 1,000 cubic yards. If
the borrow source property has been previously developed, soil samples will be collected for
laboratory analyses indicated above at a general rate of approximately one per 500 cubic yards.

Fill soil will be considered suitable for use at the Site if it does not contain compound
concentrations above DEQ Industrial/Commercial PSRGs, DWM Risk Calculator risk thresholds, or

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typical metals concentrations which are consistent with background levels identified at the Site.

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,
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.
Should soil need to be exported from the Brownfields property during redevelopment, prior to
transporting the soil off-Site, a sampling plan will be developed and submitted to DEQ
Brownfields for review and approval. Generally, soil samples will be collected from export soil at
a rate of one sample per every 1,000 cubic yards of export material which will include a
minimum of three combined composite locations and one grab location. Export soil sampling
may be conducted in-situ prior to the onset of grading and an In-Situ Soil Characterization
Assessment Work Plan will be provided to DEQ for review and approval.

DEQ approval of the sampling plan, sampling locations, and analytical results will be obtained
prior to transporting export soil from the Site. Based on analytical results of soil samples
collected from the export soil, the soil will be transported off-Site to a suitable location. The PD
will notify DEQ Brownfields of the location receiving the export soil. If not a permitted facility,
DEQ Brownfields approval and written approval from the receiving facility will be obtained prior
to transporting the soil off-Site.

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.

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☒ 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).
The environmental professional will contact DEQ Brownfields to obtain DEQ Brownfields and
DEQ Solid Waste approval prior to exporting soil to a non-Brownfields property or non-
permitted disposal facility.

Part 1.D. MANAGEMENT OF UTILITY TRENCHES

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

☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.

☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants?
☐ If yes, provide specifications on barrier materials:
Click or tap here to enter text.

☒ If no, include rationale here:
Results of soil gas assessment activities completed at the Site indicate that no compounds are
present at concentrations that pose unacceptable vapor intrusion risks on the Brownfields
property. See the Soil Vapor and Sub-Slab Soil Vapor Sections of this EMP for further details.

Other comments regarding managing impacted soil in utility trenches:
The contractor and workers will observe soil for potential impacts during utility installation activities.
Evidence of potential significant impacted soil includes a distinct unnatural color, strong odor, or filled
or previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be
noted during utility work, the contractor will contact the project environmental professional to
observe the suspect condition. If the project environmental professional confirms that the material
may be impacted, then the procedures outlined in Managing On-Site Soil above will be implemented.
In addition, the environmental professional will contact the DEQ Brownfields project manager within
48-hours to advise that person of the condition.

Should impacted soil be discovered during utility trenching activities, appropriate safety screening will
be performed to protect workers during utility installation activities. Safety screening activities

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include monitoring the worker breathing zone with a calibrated photoionization detector or similar
instrument at all times when in utility trenches. If safety screening results indicate further action is
warranted, the work zone will be evacuated until appropriate engineering controls (such as use of
industrial fans) are implemented.

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

1) What is the depth to groundwater at the Brownfields Property?
Based on information provided in a June 2018 Groundwater Monitoring Report completed by
EnSafe Inc., the potentiometric groundwater surface on the Fire Line and Loading Dock Projects
parcel (PIN 20308301) was measured at depths ranging from approximately 11 to 21 ft bgs.
During Brownfields assessment activities conducted at the Site by H&H in 2016 and 2018 on the
Premier Redevelopment Project parcel (PIN 20308305), the potentiometric groundwater
surface was measured at depths ranging from approximately 18 to 28 ft bgs.
2) Is groundwater known to be contaminated by ☒onsite ☐offsite ☐both or ☐unknown
sources? Describe source(s):
Historical groundwater assessment activities conducted at the Brownfields property have
identified the presence of multiple compounds at concentrations above the DEQ 2L
Groundwater Quality Standards (2L Standards). Compounds detected above 2L Standards
include, but are not limited to, VOCs benzene, 1,1,2-trichloroethane, 1,1-dichloroethane, 1,1-
dichloroethene, 1,2-dichloroethane, carbon tetrachloride, tetrachloroethylene (PCE),
trichloroethylene (TCE), and vinyl chloride and SVOC bis(2-ethylhexyl) phthalate. Groundwater
sample locations and tabular summaries of groundwater analytical data are included in Appendix
C.

3) What is the direction of groundwater flow at the Brownfields Property?
Based on measured water levels collected for monitoring wells located on the Fire Line and
Loading Dock Projects parcel (PIN 20308301), shallow groundwater in these areas is estimated to
mimic surface topography and flow toward the south. Overall, the western-central portion of
the Site is located on a topographic high. Therefore, groundwater at the Site would be expected
to radiate from the topographic high towards two intermittent drainage features located in the
northeastern and southeastern portions of the Site before ultimately flowing towards I-485 to
the east.

4) Will groundwater likely be encountered during planned redevelopment activities?
☒Yes ☐No
If yes, describe these activities:
Based on the planned excavation depths for the proposed retention pond on the Premier
Redevelopment Project parcel (PIN 20308305) (Appendix B), groundwater may be encountered
and the base of the pond may intersect the water table. However, laboratory analytical results
of groundwater samples collected from temporary monitoring well TMW-1 (Figure 3) located in
the vicinity of the proposed pond did not indicate VOCs above laboratory reporting limits. In
addition, the groundwater sample was analyzed for explosives due to trace levels of explosive
residuals identified during assessment of subsurface and buried waste in 2015. No explosive

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compounds were detected above laboratory reporting limits in the groundwater sample
collected from TMW-1 or other groundwater samples (TMW-2) collected during the assessment.
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).
Although not anticipated at this time, appropriate worker safety measures will be undertaken if
groundwater gathers in an open excavation within an area determined to be impacted during
construction activities. The accumulated water will be allowed to evaporate/infiltrate to the
extent time for dissipation does not disrupt the construction schedule. Should the time needed
for natural dissipation of accumulated water be deemed inadequate, an environmental
professional will be contacted and the water will be tested and disposed off-Site (if impacted),
or tested and discharged to the storm sewer (if not impacted above DEQ surface water
standards) in accordance with applicable municipal and State regulations for erosion control
and construction stormwater control.

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:

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.

The PD is currently in process of discussing redevelopment plans and their impact on potential
groundwater monitoring by others if warranted by the UST Section and/or IHSB. At the conclusion of
these discussions, an update will be provided to the DEQ Brownfields project manager.

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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):
If surface water run-off gathers in an open excavation within an area determined to be impacted
during construction activities, appropriate worker safety measures will be undertaken. The
accumulated water will be allowed to evaporate/infiltrate to the extent time for dissipation does
not disrupt the construction schedule. Should the time needed for natural dissipation of
accumulated water be deemed inadequate, the water will be tested and disposed off-Site (if
impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface
water standards) in accordance with applicable municipal and State regulations for erosion
control and construction stormwater control.

PART 4. SEDIMENT – Please fill out the information below.

1) Are sediment sources present on the property? ☐ Yes ☒ No

2) If yes, is sediment at the property known to be contaminated: ☐ Yes ☒ No

3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ☐ Yes ☒ No

4) Attach a map showing location of known contaminated sediment at the property.

5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Not applicable.

PART 5. SOIL VAPOR – Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:

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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.
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 impacted soil vapors are encountered during future redevelopment activities, worker
breathing zone will be monitored using a calibrated photoionization detector. If safety screening
results indicate further action is warranted, an environmental professional will be contacted and
the work zone will be evacuated until appropriate engineering controls (such as use of industrial
fans) are implemented.

In October 2016, H&H collected eight soil vapor samples (VMP-1 through VMP-8) ranging in depths of
approximately 9 ft to 18 ft bgs within the footprint of the proposed building located on the Premier
Redevelopment Project (PIN 20308305). Laboratory analytical results of the soil vapor samples
indicated the presence of TCE above the DEQ Non-Residential Soil Gas Screening Level (SGSL) in VMP-
7 and VMP-8. No other compounds were detected above DEQ Non-Residential SGSLs.

To evaluate the potential future risk for structural vapor intrusion, H&H utilized the DEQ Risk
Calculator (October 2017 version) to calculate cumulative risks using compounds detected in VMP-7
and VMP-8. The result of the risk calculations indicated a non-residential cumulative lifetime
incremental cancer risk (LICR) value of 9.1x10-7 for VMP-7 and a value of 2.0x10-6 for VMP-8. The
cumulative LICR values for each sample are within the 1 x 10-4 to 1 x 10-6 acceptable range. In addition,
the risk calculations indicated cumulative non-carcinogenic hazard quotients (HI) of 0.25 for VMP-7
and 0.58 for VMP-8. These results are below the DEQ acceptable LICR of less than 1 x 10-4 and HI of
1.0. Based on these results, the calculated risk associated with future structural vapor intrusion into
the proposed building is within acceptable ranges. Soil vapor sample locations are shown on Figure
3. A tabular summary of the soil vapor analytical data and risk calculators is included in Appendix C.

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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:
As part of property transaction due diligence completed at the Brownfields Property in late 2019,
H&H conducted sub-slab soil vapor assessment activities in the existing warehouse building
located on PIN 20308301. The sub-slab soil vapor sampling activities included installation and
sampling of nine (9) sub-slab soil vapor points (SS-1 through SS-9). Note that sub-slab soil vapor
points SS-1 and SS-2 were located in the northwestern portion of the warehouse building, which is
in the vicinity of the Loading Dock Project.

Laboratory analytical results of the sub-slab soil vapor samples indicated concentrations of VOCs
above laboratory detection limits, but below DEQ Non-Residential SGSLs. To further evaluate
potential structural vapor intrusion, H&H utilized DEQ’s Risk Calculator (May 2019 version) for an
industrial/commercial use scenario simulating a hypothetical “worst-case” scenario using the
highest concentrations detected at any sample location. The result of the risk calculation under a
hypothetical worst-case industrial/commercial use scenario indicated a LICR of 4.2 x 10-6 and HI of
0.23. These results are below the DEQ acceptable LICR of less than 1 x 10-4 and HI of 1.0.
Sampling locations, a tabular summary of the soil vapor analytical data, and risk calculators are
included in Appendix C. The full November 20, 2019 Vapor Intrusion Evaluation Report will be
submitted to the DEQ Brownfields Program under separate cover.

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 impacted soil vapors are encountered during future redevelopment activities, worker
breathing zone will be monitored using a calibrated photoionization detector. If safety screening
results indicate further action is warranted, an environmental professional will be contacted and
the work zone will be evacuated until appropriate engineering controls (such as use of industrial
fans) are implemented.

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.

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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:

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:
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:
As noted above, risk calculations based on soil gas analytical results indicate acceptable risk
levels for indoor air vapor intrusion under a non-residential use scenario. Based on the planned
industrial use of the Brownfields property there is no significant risk for structural vapor intrusion
that would warrant additional assessment or vapor intrusion mitigation measures. However,
DEQ may request additional soil vapor sampling to verify previous results or to provide
delineation of detected compounds.

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.
The soil gas to indoor air pathway was analyzed using DEQ risk calculators based on “worst case
scenario” Brownfields assessment data. The highest concentrations encountered at the Site indicated
calculated risks for soil gas to indoor air were within acceptable risk levels for non-residential workers.
In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors) during future
redevelopment activities, the area will be evacuated and appropriate safety screening of the indoor
air will be performed. If warranted, safety screening procedures will include periodically screening
indoor air for volatile organic vapors with a calibrated photoionization detector when workers present
in the Site buildings identify potential indoor air issues. If results indicate further action is warranted,
appropriate engineering controls (such as use of industrial fans) will be implemented.

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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 Methods 6020/7471.

☐ 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 & 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.
During construction activities, contractors may encounter unknown sub-surface environmental
conditions (i.e. tanks, drums, or waste materials) that if encountered, will require proper
management. Prior to beginning Site work, H&H will attend a pre-construction kick-off meeting
with the PD and the redevelopment contractors to discuss the DEQ approved EMP and various
scenarios when it would be appropriate and necessary to notify H&H of the discovery of unknown
subsurface features or potentially impacted media at the Site.

In the event that such conditions are encountered during site development activities, the
environmental actions noted below will be used to direct environmental actions to be taken during
these activities and sampling data for potentially impacted soil and the disposition of impacted soil
will be provided to DEQ when the data become available. It is the responsibility of the Prospective
Developer to ensure regulated waste materials are assessed, managed, and disposed of in
accordance with all applicable regulatory requirements.

Underground Storage Tanks:

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In the event a UST or impacts associated with a UST release are discovered at the Site during
redevelopment activities, the UST and/or UST related impacts will be addressed through the
Brownfields Program. DEQ Brownfields will be notified within 48-hours of discovery of the UST.

If a UST is encountered, the UST will be removed, if possible and the UST will be transported off-Site
for disposal at a suitable facility. If the UST contains residual fluids, the fluids will be sampled for
VOCs, SVOCs, and RCRA metals, and transported off-Site for disposal at a suitable facility based on
the laboratory analytical results prior to removing the UST from the ground. If a UST is encountered
that cannot be removed or does not require removal for geotechnical or construction purposes, it
may be abandoned in-place with prior DEQ approval and construction will proceed. Where
appropriate, the bottom may be penetrated before abandonment to prevent fluid accumulation.
Impacted soil in the vicinity of the UST will be managed in accordance with the Managing On-Site
Soil section outlined above in the EMP.

Sub-Grade Feature/Pit:
If a sub-grade feature or pit is encountered and does not require removal for geotechnical or
construction purposes, it will be filled with soil or suitable fill and construction will proceed. Where
appropriate, the bottom may be penetrated before back filling to prevent fluid accumulation. If the
pit has waste in it, the waste may be set aside in a secure area and will be sampled for waste
disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals and disposed off-site at a permitted
facility or the waste will be managed in accordance with the Managing On-Site Soil section outlined
above in the EMP, whichever is most applicable based on the type of waste present. If the pit must
be removed and the observed waste characteristics indicate the concrete may potentially be
contaminated to a significant degree, the concrete will be sampled and analyzed by methods
specified by the disposal facility.

Buried Waste Material:
If excavation into buried wastes or significantly impacted soils occurs, the contractor is instructed to
stop work in that location and notify the environmental consultant. The environmental consultant
will review the materials and collect samples if warranted. In this event, confirmation sampling will
be conducted at representative locations in the base and the sidewalls of the excavation after the
waste or significantly impacted soil is removed. The confirmation samples will be analyzed for
VOCs, SVOCs, and RCRA metals. Additional laboratory analyses may be required by the DEQ
depending on the type of waste discovered. Areas of suspected contaminated soil that remain at
the Site after excavation is complete above the DEQ IHSB Industrial/Commercial PSRGs will be
managed pursuant to this plan.

Re-Use of Impacted Soils On-Site:
Please refer to description outlined in the Managing On-Site Soil section of the EMP 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.

27
EMP Version 2, June 2018

If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:

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 To Be Determined

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

28
EMP Version 2, June 2018
APPROVAL SIGNATURES

Brownfields Project Number: 24001-20-060

Brownfields Project Name: REEP-LRC II

Prospective Developer: SPWF – Continental Warehouse, LLC Date Click or tap to enter a date.
Printed Name/Title/Company: Bill Berry
Consultant: Hart & Hickman, PC Date Click or tap to enter a date.
Printed Name/Title/Company: Justin Ballard, Project Manager
Brownfields Project Manager:Bill Schmithorst Date Click or tap to enter a date.

Figures

29
EMP Version 2, June 2018

Copyright:© 2013 National Geographic Society, i-cubed
SITE LOCATION MAP
REEP-LRC II1900 CONTINENTAL BOULEVARD
CHARLOTTE, NORTH CAROLINA
DATE: 5-21-20
JOB NO: SSP-001
REVISION NO: 0
FIGURE NO: 2
2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology
TITLE
PROJECT
0 2,000 4,000
SCALE IN FEET
SITE
Pa
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:

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:
\
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N
U.S.G.S. QUADRANGLE MAP
CHARLOTTE WEST, NORTH CAROLINA 2013
QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)
SB-10
SB-2/VMP-2SB-1/VMP-1
SB-3/VMP-3
SB-5/VMP-5
SB-4/VMP-4
SB-6/VMP-6
SB-7/VMP-7 SB-8/VMP-8
SB-9
TMW-1
TMW-2
TMW-3
TMW-4
ASH-1
MW001 MW001D
MW002 MW EW2MW002D
MW EW1
MW005
MW006
MW007
MW004
MW008
MW009 MW003
S-5
S-7
S-4
S-6
S-1
S-3
S-2
S-8
S-9
BASE-3BASE-2
BASE-1
REVISION NO. 0
LEGEND
REEP-LRC BROWNFIELDS PROPERTYBOUNDARY
RAILROAD SPURS
APPROXIMATE LOCATION OF FORMERRELEASE/ IMPACTED AREA
PROPOSED REDEVELOPMENT PROJECT
PROPOSED CIRCULATION ROAD
PERMANENT MONITORING WELL LOCATION(INSTALLED / SAMPLED BY OTHERS)
TEMPORARY MONITORING WELL LOCATION(H&H, 2016 & 2018)
SOIL BORING LOCATION (H&H, 2016 & 2018)
WASTE AND SURFACE SOIL SAMPLELOCATIONS (H&H, 2015)
WASTE AND CONFIRMATION SOIL SAMPLELOCATIONS (H&H, 2016 & 2018)
CO-LOCATED SOIL BORING / SUB-SLAB VAPOR
SAMPLE LOCATION (H&H, 2016 & 2018)
JOB NO. SSP-001
DATE: 5-21-20
FIGURE NO. 3
REEP-LRC II1900 CONTINENTAL BOULEVARDCHARLOTTE, NORTH CAROLINA
SITE PLAN
NOTES:
1. BASE MAP OBTAINED FROM MECKLENBURG COUNTY
GIS, DATED 2019.
2. NFA = NO FURTHER ACTION
3. PIN = MECKLENBURG COUNTY PARCEL IDENTIFICATIONNUMBER
4. * INDICATES ADDITIONAL BURIED WASTE PRESENTTHAT WAS NOT REMOVED.
5. SOIL SAMPLES S-2 AND S-3 REMOVED DURINGEXCAVATION ACTIVITIES COMPLETED IN 2016.
PIONEER AVENUE
CO
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B
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V
A
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I-
4
8
5
DUKEENERGYPROPERTY
FORMER WASH
RACKS
(NFA 6/24/10)
PETROLEUM FREEPRODUCT IN MW-2 (2013)FORMER BOILERDAY TANKS
(NFA 6/24/10)
FORMER BUFFING DUST SHED- CHLORINATEDVOCs IN SOIL & GROUNDWATER
FORMER RAIL OFF-LOADING- CHLORINATED
VOCs IN GROUNDWATER; IMPACTED SOILMOSTLY REMOVED (CONDITIONAL NFA 1/27/20)
FORMER NAPHTHA USTNFA - NORP (SOIL &GROUNDWATER 2003)
FORMER CONTINENTAL
TIRE NORTH AMERICA
VACANT
SNAPA.V.
DEUFOLCHARLOTTE, LLC
OFFICES
OFFICE
CLIMATE CONTROLLEDSTORAGE AREA
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
PIN 20308306(1942 CONTINENTAL BOULEVARD)
PIN 20308301(1900 CONTINENTAL BOULEVARD)
PIN 20308305(NO ESTABLISHED ADDRESS)PIN 20302139(NO ESTABLISHED ADDRESS)
FORMER NO. 6 FUEL AST
(NFA 12/14/09)
LOCATION OF WASTEDRUMS (REMOVED)*
LOCATION OF ADDITIONALDEBRIS REMOVAL
ZINC / BURNED RUBBERLOCATION (REMOVED)
LOADING DOCKPROJECT
FIRE LINEPROJECT
PREMIER REDEVELOPMENTPROJECT BUILDING FOOTPRINT
FORMER TIRE SEALANT
MIXING AND APPLICATION
FORMER TIRE SEALANTBULK CHEMICAL STORAGE
PROPOSED STORMWATER POND
S:\
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Appendix A Redevelopment Site Plans
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Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307105
Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307109
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Now or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302
Lot 1Map Book 43 Page 631
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
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N
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PROPOSED PROPERTY LINE
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L
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4 STORY STUCCO BUILDING136,848 SF TOTAL
301
502a501a
501b 502b503a
309c
309a
503b
503d
503c
EXISTING GAS
R3000.0000
FW
FW FW
FW
X
W1 NEW 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE)
W2 PREVIOUSLY INSTALLED 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE)
W3 PREVIOUSLY INSTALLED DRY FIRE LINE
W4
NEW HYDRANT WITH VALVE AND 6" DIP HYDRANT LEG WITH RESTRAINED JOINTS TO BE
INSTALLED PER CITY OF CHARLOTTE STANDARDS. SEE DETAILS SHEET C6.1. INSTALL8-INCH DIA CONCRETE-FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW AS SHOWN.
W5 NEW FIRE PUMP HOUSE TO BE PAINTED TO MATCH EXISTING BUILDING (FFE: 629.50)
W6 NEW 10" X 6" TEE
W7 TIE TO EXISTING FIRE LINE
W8 EXISTING FIRE HYDRANT
W9 NEW 12" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE)
W10 NEW 8" PRIVATE FIRE LEAD-IN (C900 PVC PRESSURE PIPE)
W11 NEW 12" X 8" TEE
W12 NEW 12" X 6" TEE
N
LPSEAL
REINEENG
33996
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Revisions:
Date Issued:
Sheet Title
Pr
o
j
e
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t
:
Project No.
1.
2.
3.
4.
5.
6.
17174
JULY 17, 2018
CONSTRUCTION DOCUMENTS
19
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0

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:
Sheet Number Of 10
C3.1
07/30/2019
FIRE SERVICE PLAN
6
WATER KEYS
FW FW
W W W
FW FW FW
SS SS
SS SS SS
FDC
UTILITY LEGEND
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED BACK FLOW PREVENTER
PROPOSED WATER METER
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT
PROPOSED FIRE LINE
PROPOSED WATERLINE
EXISTING FIRE LINE
W2
FIRE LINE PLAN SCALE: 1" = 20'
MAINTAIN 24" VERTICAL CLEARANCE BETWEEN TOP OF
10" WATER SERVICE & BOTTOM OF 10" SANITARY SEWER
46.8' (10" GV
TO 10" GV
AT R/W)
3.5' (TAP TO 10" GV)
60' RIGHT-OF-WAY
CONTINENTAL BLVD
(CITY MAINTAINED)
EXISTING 12-INCH DIP
WATERMAIN
(CLT #238-001)
20' SETBACK
NEW 10-INCH REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY
INSTALLED ABOUT GROUND WITHIN INSULATED ENCLOSURE PER CLT
WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORT(S)
FOR DISCHARGE WATER PER CLT WATER REQUIREMENTS. SEE STD
DETAIL 2, SHEET C6.1.
NEW 12" x 10" TAPPING SLEEVE & VALVE
BY CLT CONTRACTOR
MAINTAIN 24" VERTICAL CLEARANCE BETWEEN TOP OF
10" WATER SERVICE & BOTTOM OF 18" STORM SEWER
21 LF OF 10-INCH DIP
(R/W TO BACKFLOW)
BY SITE CONTRACTOR
FIRE LINE INSET SCALE: 1" = 10'
W1W2
W1
W4
W6
W9
W5
SEE FIRE LINE INSET,
THIS SHEET
W7
W8
W3
VICINITY MAP SCALE: 1" = 2,500'
PROJECT CONTACTS
PROPERTY OWNER
REEP-LRC INDUSTRIAL, LLC
51 MADISON AVENUE, SUITE 908NEW YORK, NY 10010
DEVELOPER
BRETT CRANMER
FOUNDRY COMMERCIAL, LLC121 W. TRADE ST., SUITE 2500CHARLOTTE, NC 28202
704.523.0272
[e-mail]
ENGINEER
GREG WELSH, PE
OAK ENGINEERING, PLLC
4929 MONROE RDCHARLOTTE, NC 28205704.989.4046
[e-mail]
CONTRACTOR
TBD
3490 PIEDMONT RD., NEATLANTA, GA 30305404.812.8600
SURVEYOR (TOPO)
EAS PROFESSIONALS, INC.
153 BROZZINI COURT, SUITE CGREENVILLE, SC 29615864.234.7368www.eas-pro.com
SURVEYOR (BOUNDARY)
EAS PROFESSIONALS, INC.
153 BROZZINI COURT, SUITE CGREENVILLE, SC 29615864.234.7368www.eas-pro.com
PROJECT SITE
W.
A
R
R
O
W
O
O
D

R
D
PROJECT SUMMARY
PROJECT NAME:1900 CONTINENTAL PHASE III RTAP
APPROVED PERMIT No.:LDC-2016-00101
OWNER:REEP-LRC INDUSTRIAL, LLC
PLANS PREPARED BY:OAK ENGINEERING, PLLC
TAX PARCEL NUMBER: 20308301 & 20308304
ZONING: I-2
APPROVED PETITION NO: NONE
JURISDICTION: CITY OF CHARLOTTE
WATERSHED DISTRICT: SUGAR WATERSHED (CENTRAL CATAWBA PC)
FEMA INFORMATION: MAP NO. 3710452000K
MAP DATE: 9/2/2015
FLOOD ZONE: OUT
LOT SIZE: 75.906 ACRES
485INTERSTATE
77INTERSTATE
C
O
N
T
I
N
E
N
T
A
L

B
L
V
D
EXISTING BUILDING±1,350,000-SF
10" FIRE LINE ASSEMBLY WITH 1" DETECTOR METER
CO
N
T
I
N
E
N
T
A
L

B
L
V
D
CD
O
T

M
A
I
N
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A
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D
(E
X
C
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L
L
M
J
)
50 LF OF 10-INCH PVC (C900)
(TAP TO R/W)
SAWCUT, REMOVE & REPLACE PAVEMENT & CURB & GUTTER TO
MAKE TAP. BY CLT CONTRACTOR
LOCATION KEY SCALE: 1" = 250'
SEE FIRE LINE PLAN,
THIS SHEET
CO
N
T
I
N
E
N
T
A
L

B
L
V
D
CD
O
T

M
A
I
N
T
A
I
N
E
D

(
E
X
C
O
L
L
M
J
)
16
'
46'
CLT WATER NOTES
·CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS
& ELEVATIONS PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE
ADDRESS MUST BE VISIBLY POSTED AT SITE.
·ON-SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIESNECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY &CONSTRUCTION TIME LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.
·WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION
ENTRANCES.
·PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT &APPROVAL OF CLT WATER COMMENTS BY THE APPLICANT; PAYMENT DOES NOT INCLUDE ANY
ADDITIONAL FEES REQUIRED DUE TO UNFORESEEN CONDITIONS THAT ARE/WERE NOT DEPICTED
ON THE SITE PLAN PROVIDED BY THE APPLICANT.
·APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THIS REVIEW. BACKFLOW PREVENTION
REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE ENFORCEMENT PERMITTING
PROCESS AT THE TIME OF APPLICATION OF BUILDING PERMITS. BACKFLOW PROGRAM
REQUIREMENTS ARE AVAILABLE AT
HTTP://CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUIDELINES.ASPX. PLEASE
CONTACT MARK KROUSE AT [phone] FOR MORE INFORMATION. ANY REVISION TO THE
SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A RE-SUBMITTAL TO
BACKFLOW FOR REVIEW
2. 7/30/19 - FIRELINE REVISIONS
60' RIGHT-OF-WAY
CONTINENTAL BLVD
(CITY MAINTAINED)
6' WIDE X 4' DEEP TRENCH
FOR INSTALLATION OF
10-INCH FIRE SUPPLY LINE
PROPOSED FIRE
PUMP HOUSE
SLAB ON GRADE
PROPOSED FIRELINE
BACKFLOW
(TYP)6" BOLL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SIGN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X X X X X X X X X X
X
X
X
X X X X X X X X X X X X X X
XX
X
X
X
X
X
~ A
s
p
h
a
l
t

~
R/W R/W
R/W R/W R/W
~ Asphalt ~
~ Asphalt ~
Ed
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e

o
f

A
s
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a
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R/W
Pri
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R
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Pri
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R
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a
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X
X
X X X
X
X
X
No
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:
Dis
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P.P
.
N
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.

2
0
3
0
9
1
4
9
Now or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302
Lot 1Map Book 43 Page 631
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X
X
XX
X
X
X
X
X
X
X X X X X X X
X
XXX
CONC
SIGN CONC TELPED SIG
N
JUNCTIONBOXES
BR
E
A
K
L
I
N
E
R/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
GENPAD
TRANS.PAD
A/CPAD
A/CPAD
RAMP
LOADING
BLDG
CON
C

F
L
U
M
E
A/C PAD
A/C
FIRESPIGOT
LP
LP LP LP LP LP LP
RIP RAP
CONCBOX
AREA(CONC)
TRASHCOMPACTOR
STEPS
ST
E
P
S
~ Asphalt ~
~ Concrete ~
CONC PAD
TRANSPAD
No
w

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F
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:
Pin
e

B
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C
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L
t
d
PA
I
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T
E
D

W
A
L
K

W
A
Y
BREAKLINEBREAKLINE
BR
E
A
K
L
I
N
E
~ Asphalt ~
~ Asphalt ~
PADTRANS
BREAKLINE
X
X
X
X
X
SW
M
SW
M
SWM
SW
M
SW
M
STEPS
FF= 633.19
FF= 633.24
CONC

W
A
L
K
FH
FH
FH
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)PI
O
N
E
E
R

A
V
E
N
U
E
(6
0
'

P
U
B
L
I
C

R
O
W
)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROPOSED PROPERTY LINE
PR
O
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
PR
O
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
PROPOSED PROPERTY LINE
PR
O
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
PROPOSED PROPERTY LINE
PROPOSED PROPERTY LINE
PR
O
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
4 STORY STUCCO BUILDING
136,848 SF TOTAL
H
G
F
E
D
C
B
A
BW
CW1
CW2
DW
EW
23456
7891011A11B121314151617181920
21B2223242526272830313229
34 33A33B35363837B3940
22232425A25B2627283029A29B31323433A33B35363837A37B39404241A41B4344
42 41A41B4344
J1
H
G
F
E
D
C
B
K
L
M
N1
N2
P
Q
R
S
T
12
1314151617181920
567891011 234
301
502a
501a
501b 502b503a
309c
309a
503b
503d
503c
EXISTING GAS
R3000.0000
FW FW FW FW
FW FW FW
X
X
X
X
X
DRAWING INFORMATION
N
LPSEAL
REINEENG
33996
O
N
S
RA
ISO
TOR E
H
R FO
C LI
A
A
N
Revisions:
Date Issued:
Sheet Title
Pr
o
j
e
c
t
:
Project No.
1.
2.
3.
4.
5.
6.
17174
JULY 17, 2018
CONSTRUCTION DOCUMENTS
19
0
0

C
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t
i
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n
t
a
l

B
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d
.
Ch
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,

N
C
19
0
0

C
O
N
T
I
N
E
N
T
A
L

P
H
A
S
E

I
I
I

R
T
A
P
RE
E
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-
L
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C

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D
U
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T
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L
,

L
L
C
FO
R
:
Sheet Number Of 11
0 80 16080
SCALE: 1" = 80'
OVERALL PLAN
C1.2
3
07/17/2018
CONVERT TO BMP
AT COMPLETION OF CONSTRUCTION
PER LDC-2016-00101
PROPOSED PARKING REMOVED
FROM LDC-2016-00101
PROPOSED FIRE LINE REMOVED
FROM LDC-2016-00101.
PORTIONS ALREADY INSTALLED
TO BE ABANDONED IN PLACE.
TOTAL PROPERTY:75.91 AC = 3,306,640 SF
IMPERVIOUS PERMITTED:2,641,889 SF
2,641,889 / 3,306,640 = 0.799
79.9% IMPERVIOUS PERMITTED
PROPOSED IMPERVIOUS (NEW):28,685 SF
PROPOSED IMPERVIOUS (PERMITTED):2,641,889 SF
PROPOSED IMPERVIOUS (TOTAL):2,670,534 SF
2,670,534 / 3,306,640 = 0.808
80.8% IMPERVIOUS PROPOSED
IMPERVIOUS CALCULATIONSWAREHOUSEOFFICETOTALPROVIDED
TENANT (CURRENT OR
FORMER)TOTAL (SF)WAREHOUSE
(SF)
PARKING RATIO
(PER 1000-SF)
PARKING
REQUIRED OFFICE (SF)PARKING RATIO
(PER 1000-SF)
PARKING
REQUIRED TOTAL (SF)PARKING
REQUIRED
PARKING RATIO
(PER 1000-SF)
PARKING
PROVIDED
RATIO PROVIDED
(PER 1000-SF)
CONTINENTAL 821,831 811,831 0.25/1000 203 10,000 1.0/400 25 821,831 228 0.28 228 0.28
SNYDERS-LANCE 247,933 245,433 62 2,500 -----6 247,933 68 0.27 70 0.28
SNAP AV 122,987 120,987 31 2,000 -----5 122,987 36 0.29 102 0.83
DEUFOL 156,927 152,427 38 4,500 -----11 156,927 50 0.31 51 0.34
4-STORY OFFICE BUILDING 136,848 ----------136,848 1.0/300 457 136,848 457 3.33 623 4.55
TOTAL 1,486,526 1,330,678 334 155,848 -----504 1,486,526 839 0.56 1,074 0.72
PARKING TABULATION
PROPOSED IMPROVEMENTS REMOVED
FROM LDC-2016-00101
INSET A
SEE SHEET C2.0, C3.0, & C4.0
INSET B
SEE SHEET C2.0, C3.0, & C4.0
SYNDERS-LANCE
APPROX. 247,933 SQ.FT.
DEUFOL
APPROX. 156,927 SQ.FT.
SNAP AV
APPROX. 122,987 SQ.FT.
(FORMERLY)
CONTINENTAL
APPROX. 821,831 SQ.FT.
52 PARKING SPACES
69

P
A
R
K
I
N
G

S
P
A
C
E
S
33

P
A
R
K
I
N
G

S
P
A
C
E
S
20

P
A
R
K
I
N
G

S
P
A
C
E
S
13

P
A
R
K
I
N
G

S
P
A
C
E
S
38

P
A
R
K
I
N
G

S
P
A
C
E
S
102 PARKING SPACES
40

P
A
R
K
I
N
G

S
P
A
C
E
S
297 PARKING SPACES
84 PARKING SPACES
326 PARKING SPACES
19 TRUCK SPACES
58 TRUCK SPACES
INSET C
(DEMO ONLY)
SEE SHEET C2.0
(TY
P
)
3" B
O
L
L
(TY
P
)
3" B
O
L
L
(TY
P
)
3" B
O
L
L
(TY
P
)
6" B
O
L
L
(TY
P
)
6" B
O
L
L
(TY
P
)
6" B
O
L
L
(TY
P
)
3" B
O
L
L
(TY
P
)
3" B
O
L
L
(TY
P
)
3" B
O
L
L
(TY
P
)
3" B
O
L
L
(TYP)4" BOLL
(TYP)6" BOLL
(TYP)6" BOLL (TYP)6" BOLL (TYP)6" BOLL(TYP)6" BOLL (TYP)6" BOLL (TYP)6" BOLL
(TYP)8" BOLL
(TYP)8" BOLL
(TYP)6" BOLL
(TYP)6" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)6" BOLL
(TYP)6" BOLL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
SD SD SD SD SD
SD
SD
SD
SIGN
X X
X
X
X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
XXXX
X
X
X
X
X
X
X
X
X
X
X
Gate
~ As
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~
Chai
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Chain Link Fence
Wood

F
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Cha
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Chain

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4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.
R/W R/W
R/W
R/W R/W R/W R/W
~ Asphalt ~
~ Asphalt ~
~ Asphalt ~
~ Asphalt ~
~ Asphalt ~
~ Asphalt ~
Concrete Curb
Concrete Curb
Concrete Curb
Concrete Curb
Con
c
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e
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e

C
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b
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A
s
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Edge of Asphalt
Edge

o
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A
s
p
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a
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t
Edge of Asphalt
Edge of Asphalt
Concrete Curb
Concrete CurbConcrete CurbConcrete Curb
R/W
Priv
a
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e

R
o
a
d
Gate
Priv
a
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e

R
o
a
d
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X
SD
Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307105
Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307109
Now

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:
Pine

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0
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1
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Now or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302
Lot 1Map Book 43 Page 631
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
XXX
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X
XX
SIGN
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW
W W
G G G G G G G G
G
G
WATERPIT
CONC
WATERPIT
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SIGN CONC TELPED SIG
N JUNCTIONBOXES
ELEC.BOX ELEC.BOX
G
G
G
G
G
G
SD
SD
ONE STORY BRICK AND METAL BUILDING
1,387,648 SQ. FT.
BR
E
A
K
L
I
N
E
(TYP)3" BOLL
(TYP)3" BOLL
R/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Cha
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n

L
i
n
k

F
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c
e
Cha
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n

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k

F
e
n
c
e
LOT C-1SUBDIVISION PLAT OF CONTINENTAL TIREMAP BOOK 54 PAGE 484
LAND AREA:2,995,996 SQUARE FEET68.7786 ACRES
GENPAD
TRANS.PAD
A/CPAD
A/CPAD
RAMP
LOADING
CONCPADGRATE
CONCPAD
Edge of Asphalt
Edge of Asphalt
~ Asphalt ~
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSMHTOP=614.91IE= 609.07SSMHTOP=617.52IE= 610.67IE= 610.66
SSMHTOP=621.23IE= 612.58IE= 612.92IE= 612.18IE= 612.18
SSMHTOP=622.67IE= 613.22IE= 613.15IE= 618.41
SSMHTOP=625.09IE= 614.14IE= 610.64IE= 620.69
SSMHTOP=630.05IE= 615.70IE= 615.60IE= 625.65
SSMHTOP=632.44IE= 617.81IE= 617.79
SSMHTOP=632.83IE= 618.83IE= 618.68
SSMHTOP=632.78IE= 619.23
SS
CBTOP=628.44IE= 624.58 CBTOP=624.79IE= 620.90
CBTOP=623.60IE= 619.94IE= 619.68
CBTOP=620.64IE= 617.20
SD
SD
SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
CBTOP=627.14IE= 621.93IE= 621.98
CBTOP=627.04IE= 621.71IE= 621.49
SD
SD
15" RCP
15"

R
C
P
18" RCP
18" RCP
18" RCP 18" RCP
36" RCP
15" RCP
CBTOP=626.66IE= 620.72IE= 619.41
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSMHTOP=630.72IE= 623.77IE= 623.52IE= 624.0223
1
1
2
3
123
1
2
3
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
123
2
31 123
1
23
1234
4 3
21
SD
SD
SD
SD
SD
SD
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD SD SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UG
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SD SD
SD
CBTOP=619.68IE= 615.29IE= 614.78IE= 614.69
123123
IE=614.35
CBTOP=621.93IE= 615.84IE= 615.77
CBTOP=626.72IE= 617.37
MHTOP=630.77IE= 623.97IE= 625.47IE= 623.83IE= 623.73
1234 4321
CBTOP=627.26IE= 625.09IE= 624.83
DITOP=632.05IE= 626.65IE= 626.79
DITOP=631.31IE= 628.36IE= 628.24
DITOP=631.65IE= 627.57
15" RCP
15" RCP
15"

R
C
P
18"
R
C
P
12" STEEL
6" PVC
18" RCP
(TY
P
)
3" B
O
L
L
(TYP
)
3" B
O
L
L
DITOP=632.91IE= 629.73 8" CLAYIE= 629.17 8" STEELIE= 630.05 8" STEELIE= 629.23 18" RCP
1234
4
18" R
C
P
DITOP=632.38IE= 628.81IE= 628.39
18"

R
C
P
DITOP=632.30IE= 620.16
MHTOP=632.30IE= 627.82IE= 627.70IE= 629.63IE= 626.68
SD
SD
SD
DI GRATETOP=632.25IE= 622.19
SD 1234
1 23
4
6" ROOF 12" RCP
18" RCP
DITOP=630.63IE= 626.63IE=626.50
MHTOP= 630.80IE= 619.27IE= 625.08IE= 619.14
18" R
C
P
36" R
C
P
36" RCP
123
1 2
3
MHTOP= 629.43IE= 618.25IE= 618.09 36" RCP
48" RCP 48" RCP
48" RCP
48" RCP
CBTOP= 627.48IE= 617.15IE= 617.06
CBTOP= 627.48IE= 616.51IE= 616.50
CBTOP= 627.55IE= 615.78IE= 615.55
MHTOP= 624.61IE= 614.91IE= 614.79 IE=614.55
IE=620.38
1" P
V
C
BLDGOHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
CONC F
L
U
M
E
STEELPLATE
FLAGPOLE
A/C PAD
A/C
GLASS FRONT
SD SD SD
MHTOP= 627.94IE= 620.40IE= 621.30IE= 620.30
SD
123
12 3 18" RCP
ORANG
E

P
A
I
N
T
FIBE
R

O
P
T
I
C
FIBE
R

O
P
T
I
C
FIBER OPTIC FIBER OPTIC
FIB
E
R

O
P
T
I
C
FIBE
R

O
P
T
I
C
UNDERGROUND ELEC
UND
E
R
G
R
O
U
N
D

E
L
E
C
BRICKPATIO
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
36" RCP
FIRESPIGOT
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
SD6" DIP
12" C
M
P
DITOP=631.36IE= FULL OFDEBRIS
IE=

6
2
9
.
0
4
IE= 629.64
IE=

6
2
9
.
1
3
MHTOP= 632.89IE= 625.45IE= 624.94
MHTOP= 632.49IE= 628.48IE= 624.18IE= 626.66IE= 627.26
MHTOP= 634.15IE= 628.33
1234
12 4310" PVC
12" CMP
8" STEEL
6" PVC
SD
SD
HEAD WALL
4" P
V
C
IE= 629.92
8" PVCSD
SSMHTOP= 627.79IE= 623.49IE= 623.19
LP
LP LP LP LP LP LP
CONCPAD
CABLEBOX
SD
MHTOP= 633.14IE= 628.89IE= 628.68IE= 629.20IE= 628.60
1234
43
2 1
DI W/ GRATETOP=628.93IE= 626.97
DI W/ GRATETOP=628.89IE= 626.86IE= 626.86
8" PVC 8" PVC
ELEC.MANHOLERIP RAP
Chai
n

L
i
n
k

F
e
n
c
e
CONCBOX
CONCPAD
AREA(CONC)
SHRUBAREA
DETENTIONPOND
TRASHCOMPACTOR
STEPS
STE
P
S
MAILBOX
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
CBTOP= 627.96IE= 620.75IE= 624.00
SD
MHTOP= 628.74IE= 625.57IE= 624.35IE= 623.38IE= 623.12
1234
4
1
2 3
SSMHTOP=619.15IE= 615.82IE= 615.228" PVC
8"
C
L
A
Y
SSMHTOP=621.65IE= 617.38IE= 617.38
8"
C
L
A
Y
1" STEEL
10"
S
T
E
E
L
8" PIPE
12"
S
T
E
E
L
4" PVC
SSMHTOP=628.82IE= 620.53
CLEAN/OUTMANHOLE
CLEAN/OUTMANHOLE
CLEAN/OUTMANHOLE
UGE UGE
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
WV PIT
WV PIT
DITOP=629.94IE= 626.64IE= 626.62
15"
R
C
P
12" R
C
P
10" CLAY 10" CLAY
8" CLA
Y
8" CLAY
8" CLA
Y
8" CL
A
Y
8" C
L
A
Y
18"

R
C
P
8" C
L
A
Y
8" C
L
A
Y
18" RCP
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
~ Asphalt ~
~ Concrete ~
SD
SD
SD
SD
SD
SD
SDSDSDSDSD SD SD SD SD
SD SDSDSD
W/VPIT
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SD
SD
SD
SD
SD
CBTOP= 631.35IE= 624.85
15"
CM
P
CBTOP= 631.04IE= 623.61
STORAGEUNIT
CBTOP= 629.13IE= 625.52
12" CCP
CONC PAD
TRANSPAD
CBTOP= 627.96IE= 624.59 TOP= 628.10IE= 624.98TOP= 628.61IE= 625.61
Now

o
r

F
o
r
m
e
r
l
y
:
Pine

B
r
o
o
k

C
e
n
t
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L
t
d
Dee
d

B
o
o
k

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7
7
9
5
,

P
a
g
e

7
7
1
P.P.
N
o
.

2
0
3
0
7
0
4
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OH
U
CBTOP= 627.67IE= 623.24
CBTOP= 627.68IE= 622.66IE= 622.64
CBTOP= 627.78IE= 623.22
24" RCP 24" RCP
24"
R
C
P
MHTOP= 629.33IE= UNABLE TOOPEN
SSMH ABANDONEDTOP=632.42IE= FULL OF DEBRIS
SSMH ABANDONEDTOP=630.12IE= 624.39IE= 624.38IE= 625.97IE= 624.35
1234 43 2
1
12" C
L
A
Y
12" C
L
A
Y
8" PVC O
N

T
O
P

O
F
8" STEEL
SSMH ABANDONEDTOP=629.91IE= 627.82IE= 627.22IE= 627.19IE= 627.02
1234
1
2 3
4
4" STE
E
L
6" S
T
E
E
L
4" S
T
E
E
L
4" STEEL
PAI
N
T
E
D

W
A
L
K

W
A
Y
RIP RAP
BRE
A
K
L
I
N
E
~ Asphalt ~
~ Asphalt ~
PADTRANS
Chain Link Fence
Cha
i
n

L
i
n
k

F
e
n
c
e
CBTOP= 627.93IE= 622.45
CBTOP= 628.14IE= 623.29
CBTOP= 628.04IE= 623.00IE- 622.94
CBTOP= 631.74IE= 628.56 30" RCP24" RCP
15"
R
C
P
BREAKLINE
SD SD
SD
SD
SD
SD
SD SD SD SD SD SD SD CBTOP= 627.98IE= 619.62IE= 619.60IE= 819.96
CBTOP= 628.70IE= 620.11IE= 620.01CBTOP= 628.54IE= 624.20IE= 623.76
CBTOP= 629.03IE= 625.23IE= 624.53
OHU
SD SD SD SD SD15" RCP 18" RCP
MHTOP= 629.91IE= 620.58PIPES NOT VISIBLE 30" RCP 30" RCP
30" R
C
P
123
1
2
3 18" STEEL
STEPS
SD
10"

S
T
E
E
L
IE=

6
2
8
.
3
4
FF= 633.19
FF= 633.24
IE= 626.47
SDSD SDSD
CONC
W
A
L
K
24" RCP
15"OAK 15"OAK 15"OAK 15"OAK 15"OAK 15"OAK 15"OAK 10"OAK
12"OAK
8"OAK
15"OAK 15"OAK 15"OAK 15"OAK 15"OAK15"OAK 18"OAK 18"OAK 15"OAK 15"OAK 24"OAK 15"OAK 15"OAK 15"OAK 15"OAK 15"OAK
20"OAK
18"OAK
12"OAK30"OAK24"OAK18"OAK30"OAK30"OAK15"OAK36"OAK40"OAK12"OAK15"OAK
18"OAK
15"OAK
28"OAK5"OAK18"OAK18"OAK18"OAK18"OAK18"OAK
24"OAK
15"OAK
18"OAK
15"OAK
15"OAK
4"OAK
5"OAK5"OAK
30"OAK
36"OAK 36"OAK 8"OAK
5"OAK
15"OAK
5"OAK
36"OAK
FH
10"OAK
15"OAK
42"TRIOAK
8"OAK
6"OAK6"OAK6"OAK8"OAK
12"OAK
12"OAK
15"OAK
FH
10"OAK
8"TRIOAK12"OAK12"OAK18"OAK15"OAK15"OAK18"OAK10"OAK24"OAK15"OAK
12"BPEAR
15"BPEAR
12"BPEAR
12"OAK
4"OAK 6"OAK 4"OAK 6"OAK
6"OAK
5"OAK 5"OAK 4"OAK 4"OAK
6"OAK
4"OAK
42"OAK
4"OAK
4"OAK
8"RBIRCH
6"RBIRCH
4"OAK
18"OAK
30"OAK
10"OAK
10"OAK
10"OAK
10"OAK
30"OAK
10"OAK
15"OAK
12OAK 12OAK
6"RBIRCH 6"RBIRCH 4"OAK
6"OAK
3"OAK
4"OAK
5"OAK
FH
4"BIRCH
4"BIRCH
4"BIRCH
4"BIRCH
4"BIRCH
5"ELM
6"ELM
6"ELM
6"ELM
5"ELM
4"BIRCH
5"BIRCH
5"BIRCH
5"BIRCH
12"CREPE
12"CREPE
12"CREPE
12"CREPE12"CREPE12"CREPE12"CREPE
12"CREPE
12"CREPE
12"CREPE
12"CREPE
12"CREPE
12"CREPE12"CREPE
12"CREPE
12"CREPE
12"CREPE
12"CREPE
12"CREPE
24"CREPE
12"CREPE
12"CREPE
12"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE15"CREPE
15"CREPE
15"CREPE
15"CREPE
15"CREPE
15"CREPE
15"CREPE
15"CREPE
15"CREPE
12"CREPE
12"CREPE
24"OAK
24"OAK
18"OAK
FWFWFW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
FW FW FW FW FW
FW FW FW FW FW FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
SS
SS
SS
SS
SD SD SD
SD
SD
SD
36" RCP
NOT FIELD VERIFIED
NOT FIEL
D

V
E
R
I
F
I
E
D
FW
FW
FW
FW
FW
FW
FW
FW
SD
SD
NOT

F
I
E
L
D

V
E
R
I
F
I
E
D
NO
T

F
I
E
L
D

V
E
R
I
F
I
E
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
15"
R
C
P

(
N
O
T

F
I
E
L
D

V
E
R
I
F
I
E
D
)
TWIN 36" R
C
P

(
N
O
T

F
I
E
L
D

V
E
R
I
F
I
E
D
)
15" RCP (
N
O
T

F
I
E
L
D

V
E
R
I
F
I
E
D
)
SD
SD
SD SD SD SD SD SD SD SD SD18" RCP (NOT FIELD VERIFIED)18" RCP (NO
T

F
I
E
L
D

V
E
R
I
F
I
E
D
)
8" S
S

(
N
O
T

F
I
E
L
D

V
E
R
I
F
I
E
D
)
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)
CONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)PIO
N
E
E
R

A
V
E
N
U
E
(60
'

P
U
B
L
I
C

R
O
W
)
NOT FIELD VERIFIED
APPROX. LOCATION
APPROX. LOCATION
APPROX. LOCATION
APPROX. LOCATION
APPROX. LOCATION
APPROX. LOCATION
APPROXLOCATION
APPROXLOCATION
APPROXLOCATION
APPROXLOCATION
APPROX. LOCATION
X
X
X
X
X
X
X
X
PP
FH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP LP
FH
FH
PP PPPPPPPPPP
LP
PP
FH
FH
FH
LP
LP
LPLP
FH FH
FH
PP UGE
FH
FH
PP
FH
PP PP PP
PP
PP
PP
PP
PP
PP
PP
PP
PPLPPP
PP
PP
PP
PP
PP
PP
PP
PP
PP
FHFHFH
FH
PP UGE
630
630
630
630
630
630
630
630
630
630
630
630
63
0
630
625 619 61
5
610
615
605
625
620
615 615
61
5
61
0
605 610
615
605
615
615
615
625
620
630
630
630
630
625
625
620
630
630
620
625
61
5
635
63
5
625 62
0
615 610 605
605
630
630
630
633
631
631
632
633
633
632
633
63163463363
1
627 626 622
628
629
632
633
633
633
613
613
613
614
616
618
628
627
626
63
2
63
3
632
63
2
632 632 631
631
63
2
631
63
1
62
9
63
1
63
2
632
632 632
632
633
631
631
633633
633
633
633
632
631
631
633 632
633 632 631
631
633
SS
SS
FW
FW FW FW FW FW
FW
FW
FW
FW
FW
FW FW FW FW FW FW FW
FW
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW
FWFW
FW
FW
FWFWFWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
625
620
627
626
62
762
8 62
6
131.8'
102.2'
131.9'
330
'
118
.
6
'
111.2'
110.5'
19
6
.
5
'
DEUFOL CHARLOTTE, LLC155,000 SF
SNYDER'S-LANCE, INC.253,464 SF
SNAP AV123,000 SF
CONTINENTAL TIRE NORTH AMERICA818,214 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FW
FW
FW
FW
50'
FW FW FW FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
50'50'50'
26
9
27
40
45
39
22
72
39
72
39
72
24'
15.
8
'
16
'
9.8'20.
8
'
8.4'
16
'
16'
16'
18'
9'
24'
26.9'
27.2'
32.2'
9'
18'
24'
24'
24'
30
'
12'12'20'
24'
5'
5'
9'
18'
30'
10'
6'
R5'
R5'
R5'R8'
R3
2
'
R8
'R4'
R4'R4'
R32'
R8'
R4'
R8'
R8'
R4'
R8'
R8'
R5'
R5'R8'
27 21 21
18
33
7
6
15
14
6
3
PROPOSED PROPERTY LINE
PRO
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
PRO
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
631
629
632
626
627
628
629
631
623 622625
618
617
620
616
623
625
619
620
605
615
624 615
626
62
0
610
610
628
615
62
0
625
631
62
5
616617
620
616
622
629
621
630
624PROPOSED PROPERTY LINE
PRO
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
PROPOSED PROPERTY LINE
PROPOSED PROPERTY LINE
PRO
P
O
S
E
D

P
R
O
P
E
R
T
Y

L
I
N
E
4 STORY STUCCO BUILDING136,848 SF TOTAL
FW
FW
FW
FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FFE = 633.17
FFE = 633.17
FFE = 633.17
301
502a
501a
501b 502b503a
309c
309a
503b
503d
503c
DEUFOL
APPROX. 156,927 SQ.FT.
LANCE
APPROX. 247,933 SQ.FT.
SNAP
APPROX. 122,987 SQ.FT.
MEZZANINE ABOVE
EXISTING GAS
R3000.0000
FW FW FW FW FW FW FW FW
FW
FW FW FW FW FW FW FW
10
12
9
12
9
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
628.00 (MATCHEXISTING GRADE)
633.15
633.15 633.15
633.15
633.15
633.15
632.65632.15 632.75632.25
632.65632.15
632.65632.15632.65632.15
633.17
633.03
633.17
633.03
633.17
633.03
633.17
633.03
629.03 629.03
628.63628.13
629.03
630.16
629.03629.03
630.16
629.91629.41
630.16
629.41 629.41
628.13
628.58
627.63
628.13 628.13
627.43
632.65632.15
633.05
631.38
631.28
630.25
630.15
FWFWFWFWFWFWFWFWFW
FW
FW
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FFE = 633.17
FW
FW
FW
FW
FW 632.25631.75
633.15
633.15
633.00632.90
629
629
630
631
632
628
628
629
630
631
63
2
632.95
631.00630.50
631.25630.75
631.75631.25
632
632
631
631632.00631.50
TP
TP
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
TP
TP
TP
TP
TP
12'
60'
60'
60
'
60'
R5'R2
0
0
'
28.9'
39.8'38.7'
30'
R3
0
'
30'
50'
70'
60
'
12'
R23
0
'
40.3'
46.9'
R25'
24'
R20'R20'20
'
24
'
24'
R25'
(T
Y
P
)
3"
B
O
L
L
(T
Y
P
)
3"
B
O
L
L
(T
Y
P
)
3"
B
O
L
L
(T
Y
P
)
6"
B
O
L
L
(T
Y
P
)
6"
B
O
L
L
(T
Y
P
)
6"
B
O
L
L
(T
Y
P
)
3"
B
O
L
L
(TY
P
)
3"
B
O
L
L
(T
Y
P
)
3"
B
O
L
L
(T
Y
P
)
3"
B
O
L
L
(TYP)6" BOLL
(TYP)6" BOLL (TYP)6" BOLL
(TYP)6" BOLL(TYP)6" BOLL (TYP)6" BOLL (TYP)6" BOLL
(TYP)8" BOLL
(TYP)8" BOLL
(TYP)6" BOLL
(TYP)6" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)4" BOLL
(TYP)6" BOLL
(TYP)6" BOLL
SIGN
~ A
s
p
h
a
l
t

~
R/W R/W
R/W
R/W R/W R/W R/W
~ Asphalt ~
~ Asphalt ~
~ Asphalt ~
Concrete Curb
Concrete Curb
Concrete Curb
Ed
g
e

o
f

A
s
p
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a
l
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Concrete Curb
Concrete CurbConcrete CurbConcrete Curb
R/W
Pri
v
a
t
e

R
o
a
d
Pri
v
a
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e

R
o
a
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Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307105
Now or Formerly:Pine Brook Center LtdDeed Book 06188, Page 509P.P.No. 20307109
No
w

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Pin
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B
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C
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B
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0
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7
9
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7
7
1
P.P
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N
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2
0
3
0
7
1
2
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No
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Dis
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2
3
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3
5
7
P.P
.
N
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2
0
3
0
9
1
4
9
Now or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302
Lot 1Map Book 43 Page 631
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
CONC
SIGN CONC TELPED SIG
N
JUNCTIONBOXES
R/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
GENPAD
TRANS.PAD
A/CPAD
A/CPAD
RAMP
LOADING
BLDG
CONC

F
L
U
M
E
A/C PAD
A/C
GLASS FRONT
BRICKPATIO
FIRESPIGOT
LP
LP LP LP LP LP LP
CABLEBOX
RIP RAP
CONCBOX
AREA(CONC)
TRASHCOMPACTOR
STEPS
ST
E
P
S
~ Asphalt ~
~ Concrete ~
CONC PAD
TRANSPAD
No
w

o
r

F
o
r
m
e
r
l
y
:
Pin
e

B
r
o
o
k

C
e
n
t
e
r

L
t
d
De
e
d

B
o
o
k

0
7
7
9
5
,

P
a
g
e

7
7
1
P.P
.
N
o
.

2
0
3
0
7
0
4
PA
I
N
T
E
D

W
A
L
K

W
A
Y
~ Asphalt ~
~ Asphalt ~
PADTRANS
SW
M
SW
M
SWM
SW
M
SW
M
STEPS
FF= 633.19
FF= 633.24
CONC
W
A
L
K
FH
FH
FH
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)
CONTINENTAL BOULEVARD
(60' PUBLIC ROW)PI
O
N
E
E
R

A
V
E
N
U
E
(6
0
'

P
U
B
L
I
C

R
O
W
)
131.8'
102.2'
131.9'
33
0
'
11
8
.
6
'
111.2'
110.5'
19
6
.
5
'
X
X
X
X
X
X
X
X
X
X
4 STORY STUCCO BUILDING
136,848 SF TOTAL
301
502a
501a
501b 502b503a
309c
309a
503b
503d
503c
DEUFOL
APPROX. 156,927 SQ.FT.
LANCE
APPROX. 247,933 SQ.FT.
SNAP
APPROX. 122,987 SQ.FT.
MEZZANINE ABOVE
EXISTING GAS
R3000.0000
X
X
X
X
X
N
LPSEAL
REINEENG
33996
O
N
S
RA
ISO
TOR E
H
R FO
C LI
A
A
N
Revisions:
Date Issued:
Sheet Title
Pr
o
j
e
c
t
:
Project No.
1.
2.
3.
4.
5.
6.
17174
JULY 17, 2018
CONSTRUCTION DOCUMENTS
19
0
0

C
o
n
t
i
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a
l

B
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.
Ch
a
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19
0
0

C
O
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SP
W
F
-
C
O
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T
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:
Sheet Number Of 10
DRAWING INFORMATION
0 80 16080
SCALE: 1" = 80'
C5.0
07/25/2018
LANDSCAPING PLAN
7
PHASE I PREVIOUSLY INSTALLED PER LDC-2016-00101
SYM QTY BOTANICAL NAME COMMON NAME LOCATION TYPE NATIVE ROOT /
CONTAINER PLANTING HEIGHT / SIZE SPACING
SO 34 QUERICUS SHUMARDII SHUMARD OAK VUA LMT Y B&B MIN. 8' TALL, 2" CAL AS SHOWN
SM 11 ACER SACCHARUM SUGAR MAPLE VUA LMT Y B&B MIN. 8' TALL, 2" CAL 40' O.C.
ER 6 CERCIS CANADENSIS EASTERN REDBUD VUA SMT Y B&B MIN 8' TALL, 2" CAL AS SHOWN
BH 74 ILEX CORNUTA BURFORDII BURFORD HOLLY VUA SHRUB -----3 GAL 18" TALL 5' O.C.
PHASE II PREVIOUSLY INSTALLED PER LDC-2016-00101
PHASE III
SYM QTY BOTANICAL NAME COMMON NAME LOCATION TYPE NATIVE ROOT /
CONTAINER PLANTING HEIGHT / SIZE SPACING
SO 28 QUERICUS SHUMARDII SHUMARD OAK VUA LMT Y B&B MIN. 8' TALL, 2" CAL AS SHOWN
SM 30 ACER SACCHARUM SUGAR MAPLE VUA LMT Y B&B MIN. 8' TALL, 2" CAL 40' O.C.
ER 6 CERCIS CANADENSIS EASTERN REDBUD VUA SMT Y B&B MIN 8' TALL, 2" CAL AS SHOWN
BH ?ILEX CORNUTA BURFORDII BURFORD HOLLY VUA SHRUB -----7 GAL MIN 2' TALL & 2' WIDE 5' O.C.
PLANTING SCHEDULE
LANDSCAPE NOTES
1 EXISTING VEGETATION LOCATED ON SITE MAY BE SUBSTITUTED SO LONG AS URBANFORESTRY REQUIREMENTS ARE MET. COORDINATE ONSITE WITH URBAN FORESTER.
2 ALL TREES 8-INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PERIMETER BUFFER
YARDS SHALL BE PROTECTED.
3 ALL TREES 2-INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED UNTIL REMOVAL IS CONFIRMED WITH URBANFORESTRY INSPECTOR.
4 PLANT SPECIES MAY BE SUBSTITUTED DEPENDING ON TIME OF PLANTING, AVAILABILITY,
ETC. UPON APPROVAL OF URBAN FORESTER AND AS LONG AS PLANT SELECTION, TYPE,
SPACING MEETING CITY OF CONCORD'S LANDSCAPING ORDINANCE.
LANDSCAPING KEYLANDSCAPING CALCULATIONS
INTERNAL PLANTING REQUIREMENTS
1 TREE PER 10,000-SF IMPERVIOUS AREAIMPERVIOUS AREA = 2,670,534 SF267 TREES REQUIRED102 TREES EXISTING (EXCLUDING STREET TREES)165 TREES PROVIDED
PHASE I: 51 TREES PROVIDED
PHASE II: 46 TREES PROVIDED
PHASE III: 68 TREES PROVIDED
267 TOTAL INTERNAL TREES
PERIMETER REQUIREMENTS
1 TREE PER 40 LF (MIN. 10' WIDE LANDSCAPING STRIP)
SHRUBS REQUIRED AT PARKING49 EXISTING STREET TREES2 ADDITIONAL TREES PROVIDED (PHASE III)
74 SHRUBS PROVIDED (PHASE I)
NO PARKING SPOT CAN BE OVER:40' FROM PROPOSED TREE
60' FROM EXISTING TREE
60' FROM TREE IN CONTINUOUS PLANTING STRIP
LARGE MATURING TREE REQUIREMENTS
75% LARGE MATURING TREES REQUIRED167 TREES PROVIDED
155 LARGE MATURING TREES PROVIDED
PHASE I: 47 LARGE MATURING = 92.2%
PHASE II: 44 LARGE MATURING = 95.7%PHASE III: 64 LARGE MATURING = 91.4%
92.8% LARGE MATURING TREES PROVIDED
EASTERN REDBUD (ER) - SMT
BURFORD HOLLY (BH) - SHRUB
SUGAR MAPLE (SM) - LMT
SHUMARD OAK (SO) - LMT
Pr
o
p
a
n
e
Ta
n
k
s
Re
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e
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v
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i
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20' Billboard Sign
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W/VPIT
OH
P
OH
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
S23°07'32"E 1548.99'
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
S23°07'32"E 1548.99'
S8
0
°
3
2
'
0
1
"
W
43
.
6
9
'
S8
4
°
5
9
'
2
4
"
W
42
.
2
0
'
N80
°
3
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'
4
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"
W
33.1
7
'
N83
°
2
8
'
1
4
"
W
40.
2
0
'
N59°
4
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1
4
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W
34.42
'
Co
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Flu
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S6
7
°
0
4
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5
8
"
W
16
.
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S23°15'44"E68.25'
N6
7
°
0
9
'
3
9
"
E
16
.
0
0
'
S21°41'20"E 1116.82'
S21°41'20"E 1116.82'
S31°40'00"E 216.7
5
'
S6
7
°
0
0
'
3
3
"
W

2
3
0
8
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7
9
'
S6
7
°
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3
3
"
W

2
3
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7
9
'
~ Gravel Road ~
SD
SD
SD
SD
SD
SD
HE
A
D

W
A
L
L
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
SD SD
SD
SD
SD
SD
SD SD
SD SD SD SD SD
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
SD SD SD SD SD
RAILROAD TRACKS
ConcreteFlume
SD
DYH
FH
PP LP
LP
LP
PP
LPLP
DYH
FH
DYH
PP LP PP LP PP LP PP LP
PP MTL
PP MTL
PP
PPPP
PPPP
DYH
FH
PP UGE
PP
PP ABANDON
PP UGE
PP UGE
DD
SD
SD
W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W W
W
W
W W W W W W W W W W W W W W W W W W W
W
W
W
30
'

P
C
O

B
U
F
F
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FWFWFWFW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
24

S
P
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S
20

S
P
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S
8
S
P
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S
8
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8
S
P
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5
S
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S
4
S
P
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S
11

S
P
A
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S
10

S
P
A
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E
S
10

S
P
A
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E
S
11

S
P
A
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E
S
5 SPACES
T
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
F
W
FW
FW
FW
FW
FW
FW
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FW
FW
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FW
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FW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FW
FW
FW
FW FW FW FW FW
FWFW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW
W
W
W
W
W
W
W
PC
C
E
PC
C
E
PC
C
E
PC
C
E
PC
C
E
PC
C
E
PC
C
E
PC
C
E
PC
C
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PC
C
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PC
C
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PC
C
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PC
C
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PC
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PCCEPCCEPCCEPCCE
PCCE
PC
C
E
P
C
C
E
PCCE
PCCE
PCCE
PCCE
PCCE
PCCE
PCCE
PCCE
SDE
SDE
SDE
SDE
SD
E
SD
E
SDE
SDE
SDE
SDE
SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE
SDE
S
D
E
S
D
E
S
D
E
S
D
E
SD
E
SD
E
SD
E
S
D
E
S
D
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
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SD
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SD
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SD
E
SDE
SDE
SDE
SD
E
SD
E
SD
E
SD
E
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E
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E
SD
E
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E
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E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SDE
SDE
SDE
SDE
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
SD
E
S
D
E
S
D
E
S
D
E
S
D
E
S
D
E
S
D
E
S
D
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S
D
E
S
D
E
S
D
E
SDE
SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE
SDE
SDE
SDE
SDE
SDE
SD
E
SD
E
SDE
SDE
SDE
SDE
SIG
N
PumpHouse
Tank ~ Gra
v
e
l

P
a
d

~
Co
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c
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e
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e

C
u
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b
Co
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c
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C
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b
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R/
W
R/
W
SIGN
OHPOHP
TR
A
S
H
CO
M
P
A
C
T
O
R
ST
E
P
S
STEPS
MA
I
L
BO
X
OH
P
OH
P
(T
Y
P
)
4"

B
O
L
L
(T
Y
P
)
4"

B
O
L
L
~ Gra
s
s

&

D
i
r
t

~
LP

D
P
W
R
LP LP
PP
D D
DD
SDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDE
SDE
SDE
SDE
SDE
SDE
SDESDESDESDESDESDE
SDE
SDE
SDESDESDE
SDE SDE SDE
SDE
SDE SDE SDE SDE SDE SDE SDE
SDE
SDE
SDE
SDE
SDE
SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE SDE
PE SEAL:
N
LPSEAL
REINEENG
045345
O
N
S
RA
ISO
TOR E
H
R FO
C LI
A
A
N
RE
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P
-
L
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P
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PR
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#
:

0
1
8
.
0
0
0
4
DRAWING INFORMATION
PAVEMENT SECTIONS
SC ASPHALT SURFACE COURSE (S9.5B)
IC INTERMEDIATE COURSE (I19.0B)
BC AGGREGATE BASE COURSE
SB COMPACTED SUBBASE
W 6" x 6" #10 WELDED WIRE MESH (IF REQUIRED BY GEOTECH)
NOTES:1. CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND SUBGRADE. NOTIFY
ENGINEER IN CASE OF CONFLICT.
2. PROVIDE CONSTRUCTION JOINTS PER ACI AND/OR GEOTECHNICAL ENGINEER RECOMMENDATIONS
(CONCRETE PAVEMENT ONLY).
PAVEMENT HATCH LEGEND
LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE PAVEMENT
VEHICLE PARKING
BUILDING SIZE:±333,000-SF (SPEC/WAREHOUSE)
PROPOSED PARKING:REGULAR SPACES: 119 SPACES
ACCESSIBLE SPACES: 5 SPACES (INCLUDING 1 VAN SPACE)
124 TOTAL SPACES
REQUIRED PARKING:
WAREHOUSE: 1 SPACE / 4,000-SF
OFFICE: 1 SPACE / 400-SF
PROPOSED PARKING SUPPORTS 5.4% OFFICE AND 94.6% OFFICE
BYCICLE PARKING
SHORT TERM:1% OF AUTO PARKING2 SHORT TERM BICYCLE SPACES PROVIDED
LONG TERM:2 MINIMUM OR 1 PER 40,000-SF
9 LONG TERM BICYCLE SPACES PROVIDED
PARKING REQUIREMENTS
1 1'-6" CURB & GUTTER
2 TIE TO EXISTING EDGE OF PAVEMENT WITH FEATHER CURB
3 4-INCH WHITE THERMOPLASTIC STRIPING
4 24-INCH WHITE THERMOPLASTIC STOP BAR
5 4-INCH THICK CONCRETE PEDESTRIAN SIDEWALK
6 PEDESTRIAN RAMP
7 ACCESSIBLE PARKING SIGN
8 ACCESSIBLE PARKING SIGN (VAN)
9 NEW LIGHT DUTY PAVEMENT. SEE PAVEMENT SECTION, THIS SHEET
10 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE PAVEMENT SECTION, THIS SHEET
11 DUMPSTER ENCLOSURE
12 DETECTABLE WARNING STRIP
13 NEW 10' WIDE HEAVY DUTY CONCRETE DOLLY PAD. SEE HEAVY DUTY CONCRETEPAVEMENT SECTION, THIS SHEET.
14
NEW DUMPSTER PAD & ENCLOSURE WITH GATES. CONCRETE DUMPSTER PAD &APPROACH APRON SHALL BE 6" THICK, 4,000-PSI CONCRETE WITH 6"x6", W2.9 x W2.9WWF 2" CLEAR OF BOTTOM OVER 6" CABC OVER COMPACTED SUBBASE. ENCLOSURESHALL BE SCREENED ON 3 SIDES WITH OPAQUE MATERIALS AND GATES OF SOLID TYPE
MATERIAL IN KEEPING WITH THE DESIGN OF THE BUILDING.
15 NEW POST & RING BIKE RACK (2 TOTAL)
16 NEW DRIVE-IN RAMP. SEE ARCHITECTURAL PLANS FOR DETAILS
17 NEW HEAVY DUTY CONCRETE PAVEMENT. SEE PAVEMENT SECTIONS, THIS SHEET
SITE KEYS
3"
6"
1.
5
"
2.
5
"
8"
6"
6"
LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT HEAVY DUTY CONCRETE
900'
37
0
'
60
'
50'
50
'
60
'
50
'
50'
60
'
70
'
60'120'
10'
12
'12
'
60
'
70
'
R35
'
R10'
R8
0
'
R
1
0
0
'
R65
'
R
2
8
'
R85'
R115'
R105'
R135'
R13
5
'
R105'
R
4
0
'
R40
'
30'
30
'
30'
30'
PROPOSED
BUILDING
333,000-SF
900' x 210'
FFE: 629.00
1
1
1
1
1
R1
5
'
R
3
'
R15'R3'
R
3
'
R3
'
R5'
R5'
R3
'
R10'
R1
0
'
R15'
R1
5
'
R5'
R5'
R26'
R3'
R
3
'
7'
1
R
3
'
R5
'
R3'
R3'
R68'
R
5
'
11'5'8'5'8'8'5'8'
7'
6'
@ 8.33%
38'
AT ASPHALT
ELEVATION
6'
@ 8.33%
4'2'
18
'
ACCESSIBLE PARKING INSET SCALE: 1" =10'
8 7 7
8
8
1212
12
2
3
SC BC SB SC IC BC SB PC BC SB
3 1
4
4
3
4
4
4
16
16
10
W
X X X
1010
10
10
10 10
10
1717
17
17
17
13
6
1
1
1
24
'
24'
24'
9'
36'18'
18'
9'
9'
9'
R
8
'
R8'
14 15
08/08/2018
C3
.
0
SH
E
E
T

3

O
F

1
5
RE
V
I
S
I
O
N
S
:
1.

7
/
1
8
/
1
8

-

R
E
V
I
S
I
O
N
S

P
E
R

C
I
T
Y

C
O
M
M
E
N
T
S
2.

8
/
8
/
1
8

-

R
E
V
I
S
E
D

P
E
R

C
I
T
Y

C
O
M
M
E
N
T
S
SI
T
E

P
L
A
N
0 40 8040
SCALE: 1" = 40'
BMP ACCESS EASEMENT INSET SCALE: 1" =60'
1
20' STORM DRAINAGE MAINTENANCE
ACCESS EASEMENT
20
'
20' STORM DRAINAGE MAINTENANCE
ACCESS EASEMENT
20
'
PERMANENT STORM DRAINAGE
MAINTENANCE EASEMENT SEE CONTINUATION OF STORM
DRAINAGE MAINTENANCE ACCESS
EASEMENT IN INSET, THIS SHEET
BUFFER MITIGATION AREA
8,750-SF
NOTE:
EXISTING UTILITY AND UTILITY EASEMENT RELOCATION EFFORTS CURRENTLY
UNDERWAY WITH DUKE ENERGY.
CONTRACTOR TO CONTINUE COORDINATION
OF THE RELOCATION OF OVERHEAD POWER
LINE AND POLES WITH DUKE ENERGY (STEVEN
MANN - [e-mail])
MATCHLINE (SEE INSET, THIS SHEET)
MA
T
C
H
L
I
N
E

(
S
E
E

I
N
S
E
T
,

T
H
I
S

S
H
E
E
T
)
2
2
CO
N
T
I
N
E
N
T
A
L

B
L
V
D
60
'

P
U
B
L
I
C

R
/
W
2

Appendix B Grading Plan and Cut-Fill Analysis
X X X X X X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
SI
G
N
X
X
X
X
X
XXXXXXXXXXXXXXXX
X X X X X X X
X
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
TR
A
S
H
CO
M
P
A
C
T
O
R
ST
E
P
S
STEPS
SS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD SD SD
MHTO
P
=

6
2
8
.
7
4
IE
=

6
2
5
.
5
7
IE
=

6
2
4
.
3
5
IE
=

6
2
3
.
3
8
IE
=

6
2
3
.
1
2
1234
4
1
2
310" STEEL 8"
P
I
P
E
12" ST
E
E
L
4"

P
V
C
CL
E
A
N
/
O
U
T
MA
N
H
O
L
E
CL
E
A
N
/
O
U
T
MA
N
H
O
L
E
CL
E
A
N
/
O
U
T
MA
N
H
O
L
E
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
SSSSSSSSSSSSSSSS
SS SS
S
S
SS
SS
SSSS SS SS
1234
4
3
2 1
12" CLAY
12" CLAY
8"

P
V
C

O
N

T
O
P

O
F
8"

S
T
E
E
L
SS
1234
1
2
3
4
4" S
T
E
E
L
6" STEEL 4" STEEL
4"

S
T
E
E
L
~
A
s
p
h
a
l
t

~
PA
D
TR
A
N
S
FH
LP
FH FH
63
0
630
630
625
619
615
615
625
620
615
610
628
627
626
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
6256
2
0
6
2
7
6
2
6
627
628
626
XXXXXXXXXXXX
27
6
2
5
6
2
4
615
626
620
610
615
625
FW FW FW FW
FW
HGFEDCBABW
CW
1
CW
2
DWEW
X X X X X X X X X X X X X
X
X
63
0
.
2
5
62
9
.
7
5
62
9
.
1
5
(TYP)6" BOLL
SD
SD
SD SD SD SD
SD
SD
SD
X
X
X
X
X
X
X
X
X
X
X X X X
~ Asphalt ~
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
XX
GENPAD
TRANS.PAD
A/CPAD
A/CPAD
LOADING SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CBTOP=627.26IE= 625.09IE= 624.83
DITOP=632.05IE= 626.65IE= 626.79
DITOP=631.31IE= 628.36IE= 628.24
DITOP=631.65IE= 627.57
15" RCP
15" RCP
15
"

R
C
P
18
"

R
C
P
DITOP=632.91IE= 629.73 8" CLAYIE= 629.17 8" STEELIE= 630.05 8" STEELIE= 629.23 18" RCP
12
34
4
18
"

R
C
P
DITOP=632.38IE= 628.81IE= 628.39
18
"

R
C
P
MHTOP=632.30IE= 627.82IE= 627.70IE= 629.63IE= 626.68
SD 1234
1 2
3
4
6" ROOF
12" RCP
18" RCP
DITOP=630.63IE= 626.63IE=626.50
MHTOP= 630.80IE= 619.27IE= 625.08IE= 619.14
18"
R
C
P
36"
R
C
P
36" RCP
1
23
1
2
3
MHTOP= 629.43IE= 618.25IE= 618.09 36" RCP
CBTOP= 627.48IE= 617.15IE= 617.06
BLDG
CON
C

F
L
U
M
E
A/C PAD
A/C
LP
SD
DI W/ GRATETOP=628.93IE= 626.97
DI W/ GRATETOP=628.89IE= 626.86IE= 626.86
8" PVC 8" PVC
DITOP=629.94IE= 626.64IE= 626.62
12
"

R
C
P
PA
I
N
T
E
D

W
A
L
K

W
A
Y
FF= 633.24
SD
SD
SD
SD
CON
C

W
A
L
K
FH
FWFWFW
FW
FW
FW
FW
FW FW FW FW FW
LP
LP
LP
LP
FH
FH
PP
630
630
630
631
631
63
2
633
633
632
632
633
633
633
6
3
2
6
3
3
63
2
6
3
2
632 632 631
632
632
632
633
631
631
633633
633
63
3
633
63
2
631
631
633
SS
FW
FW FW FW FW FW
FW
FW
FW
FW
FW
FW FW FW FW FW FW FW
FW
PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE
PROPOSED PROPERTY LINE
4 STORY STUCCO BUILDING
136,848 SF TOTAL
FFE = 633.17
FFE = 633.17
FFE = 633.17
151617181920
21B2223242526272830313229
34
33A33B
35363837B39404241A41B4344
C
B
301
309c
309a
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
633.15
633.15 633.15
633.15
633.15
633.15
632.65
632.15 632.75632.25
632.65632.15
632.65
632.15
632.65
632.15
633.17
633.03
633.17
633.03
633.17
633.03
633.17
633.03
629.03 629.03
628.63628.13
629.03
630.16
629.03629.03
630.16
629.91629.41
630.16
629.41 629.41
628.13
628.58
627.63
628.13 628.13
627.43
632.65632.15
633.05
631.38
631.28
630.25
630.15
FWFWFWFWFWFWFWFWFW
F
W
F
W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
FW
FW
FW
FFE = 633.17
FW
FW
FW
FW
FW
632.25631.75
633.15
633.15
633.00
632.90
629
629
630
631
632
628
62
8
62
9
63
0
63
1
63
2
632.95
631.00
630.50
631.25
630.75
631.75631.25
632
63
2
631
631632.00631.50
T
P
T
P
TP
TP
TP
TP
TP
8" P
V
C
NEW STM MH w/
H-20 FRAME & GRATE
RIM = 629.41
8" IE = 626.5012" IE = 626.5018" IE = 626.20
12
"

P
V
C
295 LF OF 18"
HDPE @ 0.50%
12
"

P
V
C
12
"

P
V
C
12
"

P
V
C
12
"

P
V
C
237
L
F

O
F

2
4
"

R
C
P
@ 0.
5
0
%
141 LF OF 36" RC
P
@ 0.50%
156 LF

O
F

3
6
"

R
C
P
@ 0.5
0
%
64
L
F

O
F

3
6
"

R
C
P
@
0
.
5
0
%
NEW CURB INLETGRATE = 630.7536" IE = 620.20
NEW CURB INLETGRATE = 630.5036" IE = 620.52
NEW DROP INLET
GRATE = 627.43
36" IE = 621.30
NEW DROP INLET
GRATE = 627.63
24" IE = 623.0036" IE = 622.00
NEW STM MH w/H-20 FRAME & GRATERIM = 629.4118" IE = 624.7024" IE = 624.20
12-INCH WIDE HDPE TRENCH DRAIN w/ INTERNAL 1.04% BUILT-IN SLOPE, C
CLASS DUCTILE IRON SLOTTED GRATES (H-20 LOAD RATED) w/ GALVANIZED
LOCK HARDWARE FOR GRATES. ZURN CPZ882, OR APPROVED EQUAL.
TRENT DRAIN GRATE ELEVATION = 629.00
CONTRACTOR SHALL COORDINATE CONFIGURATION OF GRATES AND PIPING
TO AVOID CONFLICTS w/ EXISTING SANITARY LATERALS AND FIRE RISERS
GRADING LEGEND
LOC LOC
SDE SDE
100.00
100
PROPOSED RIPRAP APRON
PROPOSED HEADWALL
PROPOSED OUTLET STRUCTURE
PROPOSED FLARED END SECTION
PROPOSED DROP INLET
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
PROPOSED SPOT ELEVATION (GUTTER LINE ELEV)
PROPOSED STORM DRAINAGE EASEMENT
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED CONTOUR
EXISTING CONTOUR
N
LPSEAL
REINEENG
33996
O
N
S
RA
ISO
TOR E
H
R FO
C LI
A
A
N
Revisions:
Date Issued:
Sheet Title
Pr
o
j
e
c
t
:
Project No.
1.
2.
3.
4.
5.
6.
17174
JULY 17, 2018
CONSTRUCTION DOCUMENTS
19
0
0

C
o
n
t
i
n
e
n
t
a
l

B
l
v
d
.
Ch
a
r
l
o
t
t
e
,

N
C
19
0
0

C
O
N
T
I
N
E
N
T
A
L

P
H
A
S
E

I
I
I

R
T
A
P
RE
E
P
-
L
R
C

I
N
D
U
S
T
R
I
A
L
,

L
L
C
FO
R
:
Sheet Number Of 11
OVERALL GRADING &
DRAINAGE PLAN
C4.0
7
07/17/2018
GRADING INSET 'B'SCALE: 1" = 30'
GRADING INSET 'A'SCALE: 1" = 40'
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W/VPIT
OH
P
OH
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
S23°07'32"E 1548.99'S23°07'32"E 1548.99'
S8
0
°
3
2
'
0
1
"
W
43
.
6
9
'
S8
4
°
5
9
'
2
4
"
W
42
.
2
0
'
N80
°
3
0
'
4
3
"
W
33.1
7
'
N83
°
2
8
'
1
4
"
W
40.
2
0
'
N59°
4
0
'
1
4
"
W
34.42
'
(TYP)6" BOLL (TYP)6" BOLL
(TYP)6" BOLL
(TYP)8" BOLL
(TYP)8" BOLL
(TYP)6" BOLL
S6
7
°
0
4
'
5
8
"
W
16
.
0
0
'
S23°15'44"E68.25'
N6
7
°
0
9
'
3
9
"
E
16
.
0
0
'
S21°41'20"E 1116.82'
S21°41'20"E 1116.82'
S31°40'00"E 216.7
5
'
S6
7
°
0
0
'
3
3
"
W

2
3
0
8
.
7
9
'
S6
7
°
0
0
'
3
3
"
W

2
3
0
8
.
7
9
'
~ Gravel Road ~
SD
SD
SD
SD
SD
SD
HE
A
D

W
A
L
L
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
SD SD
SD
SD
SD
SD
SD SD
SD SD SD SD SD
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
SD SD SD SD SD
(TYP)6" BOLL
RAILROAD TRACKS
SD
DYH
FH
LP
LP
LPLP
DYH
FH
PP MTL
PP MTL
PP
PPPP
DYH
FH
PP UGE
PP UGE
DD
SD
SD
WET WET WET WET
WET
WET
WET
WET
W W W W W
W
W
W
W
W
W
W
W W
W
W
W W W W W W W W W W W W W W W W W W W
W
W
W
30
'

P
C
O

B
U
F
F
E
R
T
623
623 623 623 623
62
4
62
5
62
6
62
7
62
8
62
9
6
2
8
6
2
7
62
6
627
628
629
630
626625
624
624
624624624624624624624
624
62
4
62
4
62
4
624 624 624 624 625
626
627
628
627
6
2
8
6
2
7
62
6
62
5
627
6
2
7
6
2
6
62
8
62
6
62
7
62
8
6
2
7
6
2
6
62
6
62
7
62
8
62
8
635630627
62
7
62
5
62
9
62
5
6
2
0
6
1
5
618
61
3
6
1
0
6
1
5
6
2
0
6
0
6
6
1
0
6
1
5
62
0
624
6
2
5
6
2
0
6
1
5
623
622
62
3622
623
623
619620 622620
623
617616
615
613612610
605
602
601
600
59
5
59
0
60
0
605
610
615
620
622
628 630 629 630628 629 630
62
9
63
0
633
626
629
62
8
62
7
62
6
6
2
7
6
2
8
6
2
8
623620621624623622
602
605
610
615
615
610
607
606
599
62
0
61
5
61
0
60
7
60
6
59
9
62
1
62
0
61
5
61
0
60
7
60
6
59
9
59
9
60
6
60
7
61
0
628625
620
615
610
607
6
0
6
6
2
5
6
2
0
6
1
5
6
0
7
628.10
628.10
628.10
628.10
628.10
628.10
628.10
628.10
628.10
628.10
627.80
624.85
626.16
626.30
624.90
627.77
627.77
627.77
627.77
627.77
626.80
626.50
625.87
627.83
627.16
626.85
626.79 62
7
626.57
626.45
623.80623.80623.80623.80623.80623.80623.80
623.80
623.80
623.80
623.80
623.80
623.80
623.80
624.25
624.15
623.60 624.05 623.60
624.15 624.15 624.15 624.15 624.15 624.15 624.15
624.05 623.60 624.05 623.60 624.05 623.60 624.05 623.60 624.05 623.60 624.05 623.60 624.05 623.60
625.30 625.30 625.30 625.30 625.30 625.30 625.30625.30 625.30 625.30 625.30 625.30 625.30 625.30 625.30 625.30 625.30 625.30625.30 625.30
622.05
621.32
622.05
621.32
622.05
623.02
622.28
622.61
623.05
622.03
623.02 622.02 623.02 622.02 623.02 622.02 623.02 622.02 623.02
DRAWING INFORMATION
PROPOSED
BUILDING
333,000-SF
900' x 210'
FFE: 629.00
GRADING LEGEND
LOC LOC
SDE SDE
100.00
100
PROPOSED RIPRAP APRON
PROPOSED HEADWALL
PROPOSED OUTLET STRUCTURE
PROPOSED FLARED END SECTION
PROPOSED DROP INLET
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
PROPOSED SPOT ELEVATION (GUTTER LINE ELEV)
PROPOSED STORM DRAINAGE EASEMENT
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED CONTOUR
EXISTING CONTOUR
PE SEAL:
N
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REINEENG
045345
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MAX STONE Ø: 7"
APRON THICKNESS: 11"
D50: 0.4'
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30.5'
22
'
11'
12
'
20.5
0
'
20
'
9.14
'
30
'26'
RIPRAP APRON
MAX STONE Ø: 16"
APRON THICKNESS: 24"
D50: 0.9'
RIPRAP APRON
MAX STONE Ø: 13"
APRON THICKNESS: 19"
D50: 0.7'
2
2
2
X X X X X X X X X X X X X X X X X X X X
X
X X
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X X X X X X X X X X X X X
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CHAIN LINK FENCE
CH
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20' Billboard Sign
NO
W

O
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:
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W/VPIT
SS
SD
OH
P
OH
P
OH
P
OH
P
OH
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
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OH
P
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OH
P
OH
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S23°07'32"E 1548.99'
IE=601
.
0
9
IE=607
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4
7
15
"

C
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S23°07'32"E 1548.99'
S8
0
°
3
2
'
0
1
"
W
43
.
6
9
'
S8
4
°
5
9
'
2
4
"
W
42.
2
0
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N80
°
3
0
'
4
3
"
W
33.1
7
'
N83
°
2
8
'
1
4
"
W
40.
2
0
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N59°4
0
'
1
4
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W
34.42
'
N81
°
3
7
'
5
1
"
W
36.9
2
'
N82
°
0
8
'
4
4
"
W
36.8
4
'
N55°5
4
'
0
3
"
W
25.47
'
S8
2
°
5
5
'
0
4
"
W
40
.
8
1
'
57
.
1
4
'
MHTOP= 629.33IE= UNABLE TOOPEN
(TYP)6" BOLL(TYP)6" BOLL (TYP)6" BOLL
(TYP)6" BOLL
(TYP)8" BOLL
(TYP)8" BOLL
(TYP)6" BOLL
Co
n
c
r
e
t
e
Fl
u
m
e
CHAIN LINK FENCE
Chain Link Fence
SD
HEADWALL
18" STEEL IE= 623.94
CBTOP= 623.76IE= 621.99
DESTROYED BRICK
N6
6
°
1
6
'
4
3
"
E
61
.
3
0
'
S6
7
°
0
4
'
5
8
"
W
16
.
0
0
'
S23°15'44"E68.25'
N6
7
°
0
9
'
3
9
"
E
16
.
0
0
'
S23°41'32"E 569.86'
S21°41'20"E 1116.82'
S21°41'20"E 1116.82'
S31°40'00"E 216.75
'
S6
7
°
0
0
'
3
3
"
W

2
3
0
8
.
7
9
'
S6
7
°
0
0
'
3
3
"
W

2
3
0
8
.
7
9
'
~ Gravel Road ~
SD
SD
SD
SD
SD
SD
HEAD WALL
SD
SD
HE
A
D

W
A
L
L
IE=
5
7
6
.
1
5
IE= 577.51
60
"

C
M
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
SD SD
SD
SD
SD
SD
SD SD
SD SD SD SD SD
CBTOP= 627.98IE= 619.62IE= 619.60IE= 819.96
CBTOP= 628.70IE= 620.11IE= 620.01
CBTOP= 628.54IE= 624.20IE= 623.76
CBTOP= 629.03IE= 625.23IE= 624.53
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
SD SD SD SD SD15" RCP 18" RCP
MHTOP= 629.91IE= 620.58PIPES NOT VISIBLE 30" RCP 30" RCP
30"

R
C
P
12
3
1
2
3 18" STEEL
(TYP)6" BOLL
SD
SD
SD
SD
SD
IE= 5
9
8
.
2
1
IE= 592.45
30"

C
M
P
RAILROAD TRACKS
ConcreteFlume
SD
10
"

S
T
E
E
L
IE
=

6
2
8
.
3
4
IE= 626.47
24" RCP
BUILDING
24" RCPLINEUNDETERMINED
IE= 612.98
DYH
FH
DYH
FH
PP LP
LP
LP
PP
LPLP
DYH
FH
DYH
PP
PP
PP LP PP LP PP LP PP LP PP LP
PP MTL
PP MTL
PP
PPPP
PPPP
DYH
FH
PP UGE
PP
PP ABANDON
PP UGE
PP UGE
PP UGEEND
DD
DD
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
SD
SD
36" RCP
(APPROX. LOCATION TAKENFROM ESP ASSOC. DESIGN
DRAWINGS DATED
11/17/10)
INV: 618.24
(TAKEN FROM ESP ASSOC. DESIGN
DRAWINGS DATED 11/17/10)
INV: 617.75(ASSUMED, NOT FIELDVERIFIED)
WETWETWETWET
WET
WETWET
WET
WE
T
WE
T
W
E
T
WE
T
W
E
T
WE
T
W
E
T
WE
T
WET
W
E
T
W
E
T
WE
T
WE
T
WET
WET
WET
WE
T
WE
T
WET
W
E
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET WET WET WET WET WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
30
'

P
O
S
T

C
O
N
S
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R
U
C
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I
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BU
F
F
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R
(M
E
A
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U
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D

F
R
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T
O
B
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600
606
607
615
61
5
61
0
60
7
60
6
60
0
6
0
0
60
0
600
60
6
60
7
61
5
615
615
61
5
61
5
6
1
5
6
1
0
6
0
6
61
0
607
608 610 615
602
605
605
60
4
60
2
60
159
0
59
5
59
5
601
605
610 612 614 615
622620
617
611
61
2
61
3
61
4
61
5
61
6
61
7
61
8
620
621
62
2
62
3
624
623
625
626
625
626
625
626
625
626
6
2
6
6
2
7
6
2
8
62
8
62
7
62
8
62
7
62
8 6
2
5
62
6
62
7
628
629
628
635
63
0
62
6
62
5
6
2
0
61
3
618
61
3
6
1
7
6
2
4
6
1
5
6
1
1
6
1
0
6
0
6
6
1
0
6
2
3
6
2
0
6
1
5
624
6
2
4
625626627628629
62
5
62
6
62
7
62
8
62
9
625 626 627 628629
625 626 627 628 629
62
9
62
9
625626627628629
621620619
622
623 623 623 623 623
624624624624624
62
4
62
3
62
4
-0.79
-3.14
-7.63
-11.18
-9.33
-0.51
-1.64
-1.74
-4.26
-8.98
-13.16
-16.29
-19.18
-17.12
-10.53
0.31
-1.72
-1.44
-1.63
-1.31
-1.32
-5.88
-15.19
-19.92
-21.54
-26.19
-21.72
-16.43
-11.37
-4.71
-0.49
-2.12
-1.41
-1.00
0.87
-0.88
-1.16
-1.12
-1.30
-11.36
-19.05
-26.13
-25.55
-24.67
-22.64
-16.29
-12.70
-2.12
1.69
-1.98
-1.91
-1.81
-1.51
-0.19
2.60
2.15
-0.94
-0.88
-1.13
-6.81
-15.16
-20.71
-24.93
-24.06
-23.05
-22.83
-15.39
-8.03
1.50
-3.32
-3.25
-3.15
-2.49
-2.24
-1.75
-0.29
3.57
4.01
5.15
4.90
-0.18
-0.97
-2.71
-11.03
-18.09
-24.62
-23.56
-23.77
-22.95
-19.09
-9.74
0.39
-3.60
-3.68
-3.85
-3.68
-3.48
-3.53
-3.11
3.42
3.47
3.56
4.31
5.61
5.86
3.66
1.76
1.30
-4.52
-14.31
-20.53
-23.78
-23.39
-22.61
-21.16
-11.19
0.82
-0.49
-3.78
-4.54
-4.27
-3.71
-2.36
-3.30
-4.17
1.44
0.21
-3.02
1.35
1.05
3.10
4.45
5.08
5.25
6.81
5.50
1.64
-8.04
-16.06
-22.82
-22.23
-21.66
-20.73
-12.73
0.10
1.39
-4.12
-3.58
-4.06
-4.17
-4.52
-3.98
-2.35
-2.82
0.91
-3.95
-4.07
-3.80
-2.22
1.54
-1.06
2.15
2.52
4.64
5.44
3.75
4.24
5.00
-0.97
-12.89
-19.59
-20.76
-20.59
-18.29
-9.22
0.98
2.35
-3.76
-4.02
-4.02
-3.50
-4.12
-3.93
-4.22
-3.76
-4.03
-4.26
-4.25
-4.05
-3.13
-0.06
0.16
0.69
1.92
-0.52
1.97
2.89
4.12
2.29
2.40
3.63
2.45
-0.38
-5.56
-14.43
-13.57
-15.30
-5.93
3.16
2.57
-3.50
-4.15
-5.31
-3.97
-3.79
-3.67
-3.69
-3.77
-3.92
-4.07
-4.12
-3.94
-1.91
0.27
0.64
-0.74
-0.49
-0.07
1.11
0.87
1.99
1.75
1.21
1.14
1.09
2.68
3.99
1.08
-2.89
-6.08
-9.27
-3.46
0.76
5.31
0.74
-2.99
-2.38
-2.99
-4.69
-6.51
-7.64
-4.34
-3.92
-3.82
-3.87
-3.93
-3.67
-3.56
0.02
-0.38
0.08
-0.06
-0.44
-0.58
-0.78
-0.27
0.05
-2.84
0.44
0.58
-0.49
-0.13
0.06
2.08
3.98
3.32
-0.33
-1.12
-3.77
0.90
6.83
2.24
-2.44
-2.69
-2.18
-1.81
-2.74
-4.61
-7.33
-9.39
-8.20
-4.21
-4.06
-3.71
-3.20
0.47
0.57
0.45
0.38
0.13
-0.05
0.20
-0.33
-0.95
-0.48
-0.10
0.11
-3.23
-2.41
-2.19
-1.78
-0.98
1.13
3.83
5.59
2.59
-0.72
0.18
6.26
6.80
-0.23
-3.22
-2.87
-3.03
-2.13
-2.62
-3.06
-2.97
-3.93
-11.26
-12.11
-10.00
-3.85
-1.47
0.45
0.02
0.20
0.64
0.59
0.54
0.22
0.07
0.26
-0.94
-0.69
-0.69
-0.32
-0.11
-3.96
-4.17
-3.30
-2.02
-0.83
2.01
4.81
6.83
5.23
1.53
4.49
9.79
4.20
-3.45
2.50
3.77
1.12
-1.71
-2.65
-3.01
-2.55
-3.09
-3.49
-3.27
-3.77
-13.96
-15.48
-10.93
-2.23
0.26
0.43
0.01
0.38
0.69
0.73
0.69
0.39
0.20
0.27
-0.56
0.03
-0.67
-0.43
-0.15
-1.76
-4.19
-3.56
-1.94
-0.06
2.39
3.86
6.30
7.95
4.45
9.48
8.01
2.05
-3.14
-2.77
3.25
6.81
7.79
4.21
-1.95
-3.16
-3.38
-3.39
-3.60
-3.62
-3.20
-2.37
-7.36
-12.84
-13.02
-8.93
0.39
0.62
0.56
0.70
0.74
0.79
0.85
0.60
0.29
0.18
0.43
0.63
-0.60
-0.24
-0.09
-0.28
-4.00
-2.94
-1.25
0.47
0.95
2.94
6.17
10.24
7.81
10.31
4.82
-2.04
-3.25
-2.93
-2.96
-2.90
2.99
7.90
7.70
6.04
-0.12
-3.17
-3.40
-3.38
-2.78
-0.58
1.01
0.62
-4.34
-13.78
-15.52
-15.72
0.91
0.51
0.64
0.74
0.82
0.87
1.06
0.84
0.57
0.33
0.61
1.39
-0.33
0.00
-0.09
-0.38
-3.59
-3.66
-2.15
-0.20
0.60
2.98
6.38
10.34
9.49
6.02
1.22
-6.33
-1.21
-1.62
-2.06
-2.51
-3.06
-3.13
-3.31
-3.66
-3.55
-3.30
0.67
7.57
7.21
6.87
1.62
-2.85
-2.72
1.11
1.80
1.27
0.91
0.67
-1.47
-12.70
-16.39
-17.53
-10.20
-0.08
0.35
0.64
0.90
1.03
1.25
1.00
0.73
0.61
0.82
1.21
-0.15
-0.10
-0.26
-1.33
-1.03
-4.02
-2.76
-1.84
1.03
3.36
6.34
9.45
3.84
0.54
-3.49
5.61
0.22
-0.32
-1.08
-1.75
-2.27
-2.80
-3.47
-3.87
-4.12
-4.32
-3.98
-3.54
-1.25
5.67
7.12
6.95
4.87
1.65
1.45
1.25
1.06
1.14
0.79
2.48
0.24
-7.10
-16.74
-18.46
-15.57
-6.37
0.32
0.62
0.90
1.06
1.22
1.04
0.85
0.83
0.57
0.36
0.07
-0.48
-0.68
-2.25
-4.91
-9.22
-5.30
-0.75
1.11
3.79
6.49
7.26
-0.91
-4.01
-7.50
-7.62
-0.38
-0.14
-1.02
-1.85
-5.22
-9.81
-14.03
-13.00
-10.66
-4.23
-3.59
-3.57
-1.79
5.49
10.20
11.60
9.29
3.35
1.60
1.61
1.62
2.45
0.81
1.92
1.63
-1.98
-13.21
-18.83
-19.37
-6.14
0.32
0.65
0.91
1.12
1.19
1.08
0.98
1.17
0.85
0.31
0.45
-0.14
-0.76
-8.30
-1.64
1.10
-9.22
-2.59
1.01
4.41
6.64
7.12
-0.42
-5.07
-7.26
-5.55
0.75
-0.98
-4.12
-10.07
-15.00
-19.78
-19.63
-15.89
-8.16
-4.56
-3.64
-3.22
1.53
7.97
12.03
11.51
8.31
2.79
2.32
2.57
2.42
5.32
0.78
1.67
2.87
1.37
-8.61
-17.94
-18.38
-8.80
0.36
0.80
1.04
1.17
1.22
1.21
1.11
1.30
1.36
0.15
-0.08
-1.28
-4.05
-7.65
1.75
2.57
-4.55
-4.88
1.62
3.81
7.07
10.32
3.48
-0.36
-2.24
-1.46
-5.15
-13.65
-16.38
-19.36
-22.15
-20.15
-11.92
-4.49
-3.05
0.49
1.13
1.89
4.17
9.76
12.25
8.03
2.54
2.82
3.04
3.16
3.84
1.40
1.49
4.47
2.03
-3.55
-12.61
-10.26
-1.90
0.58
0.91
1.05
1.19
1.24
1.29
1.35
1.51
1.09
1.08
0.19
1.52
-3.49
-5.60
1.71
3.05
-5.08
-1.35
2.18
3.71
7.00
11.46
9.47
6.17
2.38
-3.55
-7.74
-14.12
-16.53
-19.69
-21.31
-17.69
-8.74
-0.57
-0.23
0.10
0.62
1.22
1.96
5.95
12.52
8.21
3.12
3.42
3.62
3.69
3.75
2.51
1.42
3.66
2.95
2.16
0.45
-0.50
0.62
1.60
1.30
1.10
1.20
1.28
1.33
1.65
1.84
1.13
1.17
0.67
2.29
3.85
4.61
5.75
4.95
-7.65
1.25
2.70
4.36
7.63
11.06
9.11
8.56
0.34
-7.07
-8.31
-12.58
-17.35
-20.90
-22.26
-20.45
-11.80
-4.14
-0.75
-0.46
0.10
0.66
1.59
3.26
11.14
10.27
4.04
4.26
4.35
4.31
4.85
3.96
1.53
4.86
4.97
3.15
1.02
-0.48
0.69
1.37
0.89
0.96
1.22
1.44
1.40
1.78
2.15
1.26
0.41
0.39
2.60
4.32
3.60
2.36
2.89
0.34
1.74
3.46
4.41
6.84
9.98
10.17
5.48
-9.13
-10.20
-13.06
-17.16
-20.35
-23.01
-24.50
-16.30
-8.32
-1.27
-0.98
0.58
2.01
2.91
4.45
9.25
12.10
5.14
5.18
5.03
4.84
6.15
4.34
1.64
4.80
6.32
4.73
0.55
-0.15
0.45
1.14
0.82
0.93
1.20
1.48
1.82
2.13
2.49
0.13
-0.02
-0.55
-3.14
-1.76
1.90
1.84
2.10
2.20
2.93
4.39
5.23
8.44
10.05
8.19
-8.23
-11.23
-13.65
-17.86
-21.53
-24.13
-25.84
-22.47
-14.42
-5.93
-1.01
-0.27
0.90
2.95
4.82
7.00
14.30
7.31
6.34
6.18
6.09
7.57
4.72
1.44
5.94
8.03
5.34
1.65
1.21
1.12
1.03
0.92
0.84
1.12
1.48
2.03
2.53
2.15
0.63
-1.91
-2.73
-2.15
-3.55
-5.87
-6.13
-6.46
-7.12
3.20
5.47
8.80
10.92
3.55
-2.46
-5.42
-4.13
-12.21
-18.63
-24.96
-26.18
-27.00
-20.33
-11.17
-2.50
-0.75
0.26
2.94
4.69
6.57
12.88
10.99
7.96
7.57
7.58
8.52
5.10
1.53
7.70
9.59
7.95
4.52
2.65
1.81
1.15
1.03
0.91
1.04
1.53
2.20
1.02
-2.31
-2.14
-2.74
-2.40
-1.65
-2.23
-6.53
-5.63
-2.68
0.63
3.95
5.87
5.55
-0.78
-1.35
-3.77
-10.41
-18.19
-25.56
-27.25
-25.69
-16.84
-7.95
-0.52
0.39
3.73
5.57
7.41
9.04
14.79
10.75
8.95
9.07
9.48
3.70
1.63
10.14
12.17
10.27
7.60
3.61
2.61
1.27
1.28
1.33
1.36
-1.45
-1.46
-1.24
-4.10
-2.69
-2.90
-2.59
-1.22
-1.06
-0.41
-0.22
1.27
3.94
5.68
0.48
-0.29
-0.10
-1.28
-4.34
-12.13
-18.07
-21.82
-25.62
-22.93
-12.72
-4.05
-0.93
5.31
6.46
7.35
9.12
13.24
12.91
10.47
10.46
11.27
3.01
2.35
11.75
14.61
12.01
8.43
5.16
3.57
2.55
2.09
-1.72
-2.06
-1.91
-1.50
-2.01
-1.97
-2.46
-2.46
-2.40
-1.21
0.46
-0.90
-1.41
-0.32
0.90
-0.16
-2.64
-5.70
-8.72
-12.83
-16.64
-19.34
-17.16
-7.48
-1.78
5.27
6.07
6.96
9.19
12.88
14.93
12.19
12.16
13.73
2.74
2.86
14.57
16.61
13.70
12.66
6.66
3.00
-0.14
-0.68
-0.87
-1.73
-2.07
-1.68
-2.73
-0.69
-1.48
-1.25
-0.93
-0.09
1.69
0.47
-0.60
-1.99
-2.56
-4.15
-3.84
-7.26
-10.86
-13.69
-6.54
-2.24
5.77
5.97
6.57
9.27
13.80
14.12
13.79
13.43
11.11
2.63
3.59
17.29
19.15
15.54
10.77
4.99
2.86
1.33
0.70
-0.16
-2.13
-2.33
-3.52
-1.12
-0.20
-0.06
0.14
0.76
1.35
-0.04
-0.01
-3.42
-3.07
-1.12
-3.08
-4.46
-2.26
1.81
5.89
6.46
6.63
9.74
14.35
15.75
15.80
15.01
8.71
2.55
6.96
19.97
17.12
13.39
11.61
6.44
4.39
2.82
1.84
0.24
-1.79
-2.34
-2.57
-0.64
0.25
2.57
2.84
2.50
-0.33
-0.17
2.51
1.18
-2.62
-3.62
2.07
7.29
7.33
6.68
10.63
15.16
17.17
17.62
16.03
5.46
0.81
6.07
19.15
18.87
14.74
12.73
8.22
5.20
3.73
2.66
0.74
-1.33
-2.67
-0.73
1.36
3.74
4.62
5.04
5.11
6.03
7.06
3.28
2.06
4.76
8.31
8.06
10.79
13.37
17.52
18.97
19.11
8.65
-0.44
-0.58
9.12
21.46
21.08
15.54
12.83
9.55
6.10
4.74
3.31
-0.89
-0.30
4.44
5.31
5.95
5.85
6.35
8.30
9.26
9.60
9.47
11.16
11.53
15.81
17.24
18.18
15.61
12.75
4.65
-0.63
-0.21
10.49
22.11
21.92
16.28
15.12
10.09
6.24
3.12
-0.45
4.16
6.36
6.32
5.89
5.74
7.96
9.30
11.19
11.60
13.32
15.56
15.82
15.21
15.44
15.45
7.12
-0.41
-0.69
0.06
6.75
17.14
15.62
13.87
9.53
3.50
-0.37
0.28
6.04
7.38
6.68
5.48
8.56
9.98
12.11
12.04
13.60
13.16
15.67
15.95
15.92
10.20
2.39
-1.18
-0.63
-0.35
-1.52
4.20
0.95
-0.64
-0.63
-3.15
-0.11
3.95
7.87
8.28
7.35
7.09
9.60
12.45
13.37
13.94
15.46
15.92
12.37
3.37
-1.87
-1.53
-1.20
-1.13
-1.89
-1.45
0.03
0.63
0.95
7.82
10.02
9.22
10.38
11.72
12.17
14.62
15.07
11.29
4.36
-2.14
-1.73
-1.82
-1.25
-0.11
-0.96
-0.13
5.38
10.08
12.54
13.27
13.18
16.71
9.87
3.32
-2.41
-1.78
-0.43
-1.24
1.45
8.28
14.16
18.54
13.15
3.15
-2.67
0.33
1.77
5.18
7.25
4.08
-1.81
B-15
B-16
B-10
B-17 B-18
B-19
B-12
B-11
B-6
B-5
B-4
B-1
B-2
B-7
B-3
B-8
B-9
B-14
B-21B-20
B-22
B-13
REEP-LRC PREMIER DEVELOPMENT
CUT-FILL HEAT MAP
CONTINENTAL BOULEVARD
CHARLOTTE, NORTH CAROLINA
0 40 8040
SCALE: 1" = 40'
ELEVATIONS TABLE
NUMBER
1
2
3
4
5
6
MIN. ELEVATION
-27.43
-20.00
-10.00
0.00
10.00
20.00
MAX. ELEVATION
-20.00
-10.00
0.00
10.00
20.00
25.15
AREA
30990.61
59952.08
320653.81
412663.65
80422.59
2967.91
COLOR

Appendix C
Assessment Analytical Data Summaries
• Limited Remedial Investigation, Former Buffing Dust/Non-Hazardous Storage
Area, EnSafe Inc., June 2009

• Comprehensive Site Assessment Report, Rail Off-Loading Area, EnSafe Inc., November 2010

• Monitoring Well Location Map and VOCs Detected in Groundwater, Buffing Dust Shed Area, Waters Edge Environmental, LLC, March 2013
• Limited Site Assessment Report, Hart & Hickman, PC, March 2016
• Waste, Drums and ACM Removal, Hart & Hickman, PC, August 2016
• Brownfields Site Assessment Report, Hart & Hickman, PC, October 2017
• Additional Waste Disposal Assessment Report, Hart & Hickman, PC, May 2018
• 2018 Groundwater Monitoring Report for Petroleum Releases at the Former Rail Off-Loading Area, EnSafe, Inc., June 2018
• Vapor Intrusion Evaluation Report, Hart & Hickman, PC, November 2019

Comprehensive Site Assessment Report
Rail Off-Loading Area

Continental Tire Americas, Inc
1900 Continental Boulevard
Charlotte, North Carolina 28273

EnSafe Project Number
0888808920

Prepared For:

Continental Tire Americas, Inc
1900 Continental Boulevard
Charlotte, North Carolina 28273

Prepared By:

EnSafe Inc.
313 Wingo Way
Mount Pleasant, South Carolina 29464
[phone]
www.ensafe.com

November 12, 2010

Table 6
Volatile Organic Compounds in Confirmatory Samples
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
CS156 CS157 CS158 CS160 CS161 CS163 CS164 CS165 CS166 CS167
04/01/2010 04/01/2010 04/01/2010 04/01/2010 04/01/2010 04/02/2010 04/02/2010 04/02/2010 04/02/2010 04/02/2010
CS156SO003 CS157SO003 CS158SO003 CS160SO007 CS161SO007 CS163SO007 CS164SO004 CS165SO007 CS166SO007 CS167SO004
3337774774
Analyte
IHSB Health
Based
Remedial
Goal*
IHSB
Protection of
GW Remedial
Goal**Units
Benzene 1100 7.3 μg/kg 12.4 **ND 1.59 J 81.8 J **ND 8.57 **ND 11.0 **ND ND
Toluene 820000 5500 μg/kg 7.59 B 0.817 B 0.498 B 29.5 J 22.7 J ND ND 33.7 ND ND
Ethylbenzene 5400 8100 μg/kg 40.9 1.97 1.74 J 103 ND ND ND 9.50 ND ND
Xylene (Total)130000 6000 μg/kg 111 4.15 J 3.79 J 158 J 125 J ND ND 46.3 ND ND
Naphthalene 3600 210 μg/kg 1720 **13.6 9.45 ND ND ND ND 7.89 5.11 J ND
Trichloroethene 2800 18 μg/kg 2.32 ND ND ND ND 1.42 J ND ND ND ND
cis-1,2-Dichloroethene 160000 360 μg/kg ND ND ND ND ND 1.43 J ND ND ND ND
1,1,1-Trichloroethane 640000 1200 μg/kg 0.832 J ND ND ND ND ND ND ND ND ND
1,1-Dichloroethane 3300 30 μg/kg 15.0 ND 2.37 102 **ND 42.3 **ND 4.27 ND ND
1,2,4-trimethylbenzene 12000 6700 μg/kg 108 4.55 13.6 90.4 J ND ND ND ND ND ND
1,3,5-trimethybenzene 160000 6700 μg/kg 17.4 2.24 7.79 75.1 B ND ND ND ND ND ND
2-Butanone (MEK)5600000 16000 μg/kg 123 ND ND ND ND ND ND ND ND ND
2-Hexanone 42000 1200 μg/kg 37.2 J ND ND ND ND ND ND ND ND ND
4-Methyl-2-Pentanone (MIBK) 1100000 NE μg/kg 43.4 J ND ND ND ND ND ND ND ND ND
Acetone 12000000 24000 μg/kg 27100 B **352 B ND 842000 **11400 81400 **85.7 41.8 J 37.4 J ND
Carbon disulfide 160000 3800 μg/kg ND ND ND ND ND 0.716 J 1.27 J 6.95 0.934 J 2.38 J
Isopropylbenzene 270000 1300 μg/kg 7.98 ND 3.35 ND ND ND ND 4.77 ND ND
n-Butylbenzene NE 4300 μg/kg 91.6 5.67 4.23 ND ND ND ND ND ND ND
n-Propylbenzene NE NE μg/kg 7.08 1.04 J 1.68 J 42.3 J ND ND ND ND ND ND
p-Isopropyltoluene NE NE μg/kg 15.8 2.30 1.78 J ND ND ND ND ND ND ND
sec-Butylbenzene NE 3300 μg/kg 5.57 1.37 J 1.55 J ND ND ND ND ND ND ND
Notes:
IHSB = Industrial Health and Safety Branch
NE = Not established
ND = Not detected above laboratory reporting limit
J = Estimated Concentration
* = Exceeds IHSB Health Based Remedial Goal
** = Exceeds IHSB Protection of Groundwater Remedial Goal
North Carolina Department of Environmental and Natural Resources IHSB Remediation Goals, Revised January 2010
Bold Indicates Exceedance of Applicable Screening Guideline
Gray Shading Indicates Sample Location Excavated to Depth during Soil Removal
Boring ID:
Sample Date:
Sample ID:
Sample Depth:
Table 5
Volatile Organic Compounds in Soil
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
Analyte
IHSB Health
Based Remedial
Goal*
IHSB Protection
of GW Remedial
Goal** Units
Benzene 1100 7.3 μg/kg
Toluene 820000 5500 μg/kg
Ethylbenzene 5400 8100 μg/kg
o-Xylene 430000 6000 μg/kg
Xylene (Total)130000 6000 μg/kg
Naphthalene 3600 210 μg/kg
Tetrachloroethene 550 5 μg/kg
Trichloroethene 2800 18 μg/kg
cis-1,2-Dichloroethene 160000 360 μg/kg
1,1-Dichloroethene 49000 46 μg/kg
1,1-Dichloroethane 3300 30 μg/kg
Chloroethane 2100000 16000 μg/kg
Vinyl chloride 60 0.19 μg/kg
1,2,4-trimethylbenzene 12000 6700 μg/kg
1,3,5-trimethybenzene 160000 6700 μg/kg
2-Butanone (MEK)5600000 16000 μg/kg
4-Methyl-2-Pentanone (MIBK) 1100000 NE μg/kg
Acetone 12000000 24000 μg/kg
Carbon disulfide 160000 3800 μg/kg
Chloroform 300 340 μg/kg
Isopropylbenzene 270000 1300 μg/kg
m,p-Xylene 390000 6000 μg/kg
Methylene chloride 11000 23 μg/kg
n-Butylbenzene NE 4300 μg/kg
n-Propylbenzene NE NE μg/kg
p-Isopropyltoluene NE NE μg/kg
sec-Butylbenzene NE 3300 μg/kg
Notes:
IHSB = Industrial Health and Safety Branch
NE = Not established
ND = Not detected above laboratory reporting limit
J = Estimated Concentration
E = Value exceeds calibration range
* = Exceeds IHSB Health Based Remedial Goal
** = Exceeds IHSB Protection of Groundwater Reme
North Carolina Department of Environmental and Natural Resources IHSB Remed
Bold Indicates Result Above Applicable Screening Guideline
Gray Shading Indicates Sample Location Excavated to Depth during Soil Remova
Boring ID:
Sample Date:
Sample Depth:
DP108 DP108 DP109 DP109 DP109 DP110 DP110 DP110 DP111 DP118 DP118 DP119 DP119 DP120 DP120 DP121 DP121 DP122 DP122
10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 03/23/2010 10/15/2009 10/15/2009 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010 03/23/2010
611161113611313131313
ND ND ND ND ND 16.9 **1.37 180 J **ND 5.51 ND 8.03 **1.12 J 14.0 ** 109 **1.58 J 24.4 **0.620 J ND
0.416 J 0.385 J 0.420 J ND ND 0.429 J ND ND ND ND ND 1.14 J 2.91 27.3 22.1 190 94.9 0.467 J ND
ND ND ND ND ND 14.3 5.07 1480 ND 6.60 2.41 17.6 9.98 36.3 2360 6.89 10.5 ND ND
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
ND ND ND ND ND 11.6 3.89 2150 ND 7.43 1.94 J 24.7 15.3 131 5540 42.3 44.5 1.60 J ND
ND ND ND ND ND 9.71 3.11 J 1460 **ND 4.92 J 4.70 4.08 J 5.19 186 15500 * **136 13.0 3.06 J 3.12 J
ND ND ND ND ND ND ND ND 1.65 J ND ND ND ND ND 18.2 **ND ND 0.673 J ND
ND 1.48 J ND ND ND 1.38 J ND ND ND 3.14 ND 1.81 J ND 1.31 J ND ND 5.00 7.07 ND
ND 1.12 J ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.949 J ND
ND 2.39 ND ND ND 1.04 J ND ND ND 0.833 J ND ND ND ND ND ND ND 0.635 J ND
ND 1.33 J ND ND ND 19.4 1.92 119 J **0.870 J 17.3 1.37 J ND 0.671 J 13.2 36.8 J **1.61 J 39.4 **10.1 0.649 J
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 5.91 ND ND
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
ND ND ND ND ND 5.12 1.79 842 1.82 J 10.9 3.52 3.76 4.83 60.4
3960
4270 59.6 38.0 ND 2.31
ND ND ND ND ND 1.42 J 1.88 247 1.19 J 5.21 2.20 3.15 3.28 10.9 747 27.3 17.4 11.7 1.53 J
ND ND ND ND ND 74.5 ND ND ND ND 21.1 J ND ND ND ND ND ND ND ND
ND ND ND ND ND 4.28 J ND ND ND ND ND ND ND ND ND 4.30 J ND ND ND
29.3 J ND ND ND ND 94200 **59.5 26000 **29.9 J 122 26.5 J 1560 E 2060 J 78800 ** 38600 ** 88500 ** 248000 **27.7 J ND
ND ND ND 4.23 4.34 J 3.67 J ND ND ND 4.26 J ND ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
ND ND ND ND ND 1.45 J 2.86 268 ND 4.08 ND 5.38 4.43 8.29 593 6.64 7.49 2.85 ND
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1.60 J
ND ND ND ND ND 3.10 1.85 865 ND 2.39 1.92 1.65 J 2.58 81.5 6060 **24.8 3.95 2.85 1.32 J
ND ND ND ND ND 1.26 J 1.15 J 271 ND 1.80 J 1.02 J 3.07 2.60 6.36 531 10.7 11.6 1.25 J ND
ND ND ND ND ND 2.57 1.33 J 136 J ND 1.89 J ND 3.48 3.51 9.64 130 6.23 2.70 1.94 ND
ND ND ND ND ND ND 1.52 ND ND ND ND 2.03 1.96 5.43 67.5 5.58 3.44 1.92 ND
Table 5
Volatile Organic Compounds in Soil
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
B-3 DP032 DP032 DP033 DP034 DP034 DP035 DP035 DP036 DP036 DP038 DP038 DP104 DP104 DP105 DP105 DP105 DP107 DP107 DP107 DP108
1998 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/06/2008 11/07/2008 11/07/2008 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009
3182483717281115161216111
Analyte
IHSB Health
Based Remedial
Goal*
IHSB Protection
of GW Remedial
Goal** Units
Benzene 1100 7.3 μg/kg ND ND ND ND ND ND ND ND 9.9 ** 7.4 **ND 11.0 **ND ND ND ND ND ND ND ND ND
Toluene 820000 5500 μg/kg ND ND ND ND ND ND ND ND ND 5.4 ND ND ND ND ND ND 0.503 J ND ND ND 0.470 J
Ethylbenzene 5400 8100 μg/kg ND ND ND 2840 ND ND ND ND 21.0 14.0 ND ND ND ND ND ND ND ND ND 2.04 J ND
o-Xylene 430000 6000 μg/kg ND ND ND ND ND ND ND ND 19.4 30.0 ND ND ND ND ND ND ND ND ND ND ND
Xylene (Total)130000 6000 μg/kg ND ND ND 2930 ND ND ND ND 29.0 40.2 ND ND ND ND ND ND ND ND ND ND ND
Naphthalene 3600 210 μg/kg ND ND ND 147000 * **135 90.9 13.6 24.9 399 ** 240 ** 406 **ND ND ND ND ND ND ND ND ND
Tetrachloroethene 550 5 μg/kg ND ND ND ND ND ND ND ND ND 5.8 **ND ND ND ND ND ND ND ND ND ND ND
Trichloroethene 2800 18 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
cis-1,2-Dichloroethene 160000 360 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
1,1-Dichloroethene 49000 46 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
1,1-Dichloroethane 3300 30 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.812 J ND
Chloroethane 2100000 16000 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Vinyl chloride 60 0.19 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
1,2,4-trimethylbenzene 12000 6700 μg/kg ND ND ND 10300 **6.0 6.2 ND ND 398 434 ND ND ND ND ND ND ND ND ND 4.97 ND
1,3,5-trimethybenzene 160000 6700 μg/kg ND ND ND ND ND ND ND ND 129 51.2 ND ND ND ND ND ND ND ND ND 0.908 J ND
2-Butanone (MEK)5600000 16000 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 51.6 J ND
4-Methyl-2-Pentanone (MIBK) 1100000 NE μg/kg ND ND ND ND ND ND ND ND 289 122 ND ND ND 38.6 J ND ND ND ND ND ND ND
Acetone 12000000 24000 μg/kg 9100 ND ND ND ND ND ND ND 213 ND ND ND ND 38.4 J ND ND 31.1 J ND 144 134 ND
Carbon disulfide 160000 3800 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND 4.06 J ND ND 3.06 J 8.73 2.83 J 0.928 J ND ND
Chloroform 300 340 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.838 J ND ND
Isopropylbenzene 270000 1300 μg/kg ND ND ND 1630 ** ND ND ND ND 46.8 29.4 ND ND ND ND ND ND ND ND ND ND ND
m,p-Xylene 390000 6000 μg/kg ND ND ND ND ND ND ND ND 9.6 10.2 ND ND ND ND ND ND ND ND ND ND ND
Methylene chloride 11000 23 μg/kg ND ND ND ND ND ND ND ND ND ND ND ND ND 5.83 J 4.53 J ND ND ND 6.35 J ND ND
n-Butylbenzene NE 4300 μg/kg ND ND ND 2220 ND ND ND ND 48.9 19.2 ND ND ND ND ND ND ND ND ND ND ND
n-Propylbenzene NE NE μg/kg ND ND ND 6090 ND ND ND ND 181 67.9 266 ND ND ND ND ND ND ND 1.55 J ND
p-Isopropyltoluene NE NE μg/kg ND ND ND 1240 ND ND ND ND 57.1 20.7 ND ND ND ND ND ND ND ND ND 0.824 J ND
sec-Butylbenzene NE 3300 μg/kg ND ND ND 1540 ND ND ND ND 52.5 21.7 ND ND ND ND ND ND ND ND ND ND ND
Notes:
IHSB = Industrial Health and Safety Branch
NE = Not established
ND = Not detected above laboratory reporting limit
J = Estimated Concentration
E = Value exceeds calibration range
* = Exceeds IHSB Health Based Remedial Goal
** = Exceeds IHSB Protection of Groundwater Remedial Goal
North Carolina Department of Environmental and Natural Resources IHSB Remediation Goals, Revised January 2010
Bold Indicates Result Above Applicable Screening Guideline
Gray Shading Indicates Sample Location Excavated to Depth during Soil Removal
Boring ID:
Sample Date:
Sample Depth:
Table 4
Petroleum in Confirmatory Samples
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
Location ID Sample ID
Sample
Date/Time Sample Location
Sample
Depth (ft
bgs)
O&G Result
(μg/kg)DRO Result (μg/kg) GRO Result (μg/kg)
250,000 40,000 10,000
CS036 CS036SO001 05/27/09 Excavation- Sidewall 1ND NA NA
CS037 CS037SO001 05/27/09 Excavation- Sidewall 1ND NA NA
CS038 CS038SO001 05/27/09 Excavation- Sidewall 1ND NA NA
CS039 CS039SO002 05/27/09 Excavation- Sidewall 2ND NA NA
CS040 CS040SO002 05/27/09 Excavation- Sidewall 2ND NA NA
CSRR026 CSRR026004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR027 CSRR027004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR034 CSRR034004 06/19/09 Excavation- Sidewall 4 1,840,000 510,000 23,400
CSRR035 CSRR035012 06/19/09 Excavation- Base 12 ND ND ND
CSRR028 CSRR028004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR029 CSRR029004 06/19/09 Excavation- Sidewall 4 ND ND 91,500
CSRR030 CSRR030004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR031 CSRR031004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR032 CSRR032004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR033 CSRR033004 06/19/09 Excavation- Sidewall 4 ND ND ND
CSRR059 CSRR059005 09/17/09 Excavation- Sidewall 5 99,200 ND ND
CSRR060 CSRR060005 09/17/09 Excavation- Sidewall 5ND ND ND
CSRR061 CSRR061012 09/17/09 Excavation- Base 12 ND ND ND
CSRR064 CSRR064005 09/18/09 Excavation- Sidewall 5ND ND ND
CSRR065 CSRR065005 09/18/09 Excavation- Sidewall 5ND ND ND
CSRR066 CSRR066005 09/18/09 Excavation- Sidewall 5ND ND ND
CSRR067 CSRR067012 09/18/09 Excavation- Base 12 ND ND ND
CSRR068 CSRR068012 09/18/09 Excavation- Base 12 ND ND ND
CSRR069 CSRR069012 09/18/09 Excavation- Base 12 ND ND 12,300
CSRR070 CSRR070012 09/18/09 Excavation- Base 12 ND ND ND
CSRR092 CSRR092001 09/24/09 Excavation- Sidewall 1ND ND ND
CSRR097 CSRR097SO005 09/25/09 Excavation- Sidewall 5 ND 9600 ND
CSRR098 CSRR098SO005 09/26/09 Excavation- Sidewall 5ND ND ND
CSRR099 CSRR099003 09/25/09 Excavation- Base 3 428,000 11,800 ND
CSRR100 CSRR100001 09/25/09 Excavation- Sidewall 1ND ND ND
CSRR101 CSRR101001 09/25/09 Excavation- Sidewall 1ND ND ND
CSRR102 CSRR102012 09/25/09 Excavation- Base 12 ND ND ND
CSRR099 CSRR099005 10/01/09 Excavation- Base 5ND ND ND
CSMB130 CSMB130008 01/25/10 Excavation- Base 8 ND ND 7100 B
CSMB131 CSMB131004 01/25/10 Excavation- Sidewall 4 67,500 ND ND
CSMB132 CSMB132008 01/25/10 Excavation- Base 8 ND ND 14,000 B
CSMB133 CSMB133004 01/25/10 Excavation- Sidewall 4 84,100 ND 5090 B
CSMB134 CSMB134004 01/25/10 Excavation- Sidewall 4 ND ND ND
CSMB135 CSMB135008 01/25/10 Excavation- Base 8 49700 J ND 6350 B
CSMB136 CSMB136004 01/25/10 Excavation- Sidewall 4 ND ND 6580 B
CSMB138 CSMB138004 01/25/10 Excavation- Sidewall 4 ND ND 1100 B
CSMB139 CSMB139008 01/25/10 Excavation- Base 8 370,000 85,300 54,700 B
CSMB140 CSMB140004 02/01/10 Excavation- Sidewall 4 ND 10,400 8160 B
CSMB141 CSMB141008 02/01/10 Excavation- Base 8 459,000 111,000 6170 B
CSMB142 CSMB142004 02/01/10 Excavation- Sidewall 4 66,900 3180 J ND
CSMB143 CSMB143004 02/01/10 Excavation- Sidewall 4 93,300 ND ND
CSPS147 CSPS147001 03/15/10 Excavation- Sidewall 1 ND 2590 J NA
CS156 CS156SO003 04/01/10 Excavation- Sidewall 3 ND 3430 J NA
CS157 CS157SO003 04/01/10 Excavation- Sidewall 3 ND ND NA
CS158 CS158SO003 04/01/10 Excavation- Sidewall 3 ND 2720 J NA
CS160 CS160SO007 04/01/10 Excavation- Base 7 158,000 2720 J NA
CS161 CS161SO007 04/01/10 Excavation- Base 7 138,000 3600 J NA
CS163 CS163SO007 04/02/10 Excavation- Base 7 ND ND NA
CS164 CS164SO004 04/02/10 Excavation- Sidewall 4 675,000 74,000 NA
CS165 CS165SO007 04/02/10 Excavation- Base 7 79,400 ND NA
CS166 CS166SO007 04/02/10 Excavation- Base 7 ND ND NA
CS167 CS167SO004 04/02/10 Excavation- Sidewall 4 ND ND NA
Notes:
NCDENR = North Carolina Department of Environmental and Natural Resources
UST = Underground Storage Tank
ft bgs = Feet below ground surface
μg/kg = Micrograms per kilogram/parts per billion
ND = Not detected
O&G = Oil and Gas
DRO = Diesel Range Organics
GRO = Gasoline Range Organics
J = Estimated Concentration
Bold Indicates Result Above Applicable Screening Guideline
Gray Shading Indicates Sample Location Excavated to Depth during Soil Removal
NCDENR UST Sectin Action Level (μg/kg)
NCDENR UST Section Action Level = NCDENR UST Section Guidelines for the Investigation and Remediation for Non UST Petroleum Releases (NCDENR, 2007)
Table 3
Semi-volatile Organic Compounds in Soil
Rail Off-Loadinig Area
Continental Tire - Charlotte, North Carolina
DP104 DP104 DP104 DP105 DP105 DP105 DP105 DP107 DP107 DP107 DP108 DP108 DP108 DP109 DP109 DP109 DP110 DP110 DP110 DP110 DP111 DP111 DP111
10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009 10/15/2009
1 6 11 1 6 12 12 1 6 11 1 6 11 1 6 11 1 6 11 11 1 6 11
NNNNNNFDNNNNNNNNNNNNFDNNN
Analyte
IHSB Health
Based Remedial
Goal *
IHSB
Protection of
GW Remedial
Goal **Units
Benzo(g,h,i)perylene NE 360000 ug/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Dibenz(a,h)anthracene 15 190 ug/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Indeno(1,2,3-cd)pyrene 150 2000 ug/kg ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Notes:
IHSB = Industrial Health and Safety Branch
NE = Not established
ND = Not detected above laboratory reporting limit
FB = Field Duplicate Sample
North Carolina Department of Environmental and Natural Resources IHSB Remediation Goals, Revised January 2010
Gray Shading Indicates Sample Location Excavated to Depth during Soil Removal
Boring ID:
Sample Date
Sample Depth (ft bgs):
Sample Type:
Table 2
Petroleum in Soil
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
Location ID Sample ID
Collected
Date/Time
Sample
Depth
(ft bgs)Phase
O&G Result
(μg/kg)
DRO Result
(μg/kg)
GRO Result
(μg/kg)
250,000 40,000 10,000NCDENR UST Section Action Level (μg/kg)
DP105SO006 10/15/09 6 IA ND ND 695 J
DP107SO001 10/15/09 1 IA ND ND 1160 J
DP107SO006 10/15/09 6 IA 353,000 48,700 7,670
DP107SO011 10/15/09 11 IA ND 7,650 9,410
DP107SO015 10/15/09 15 IA 98,900 12,400 7,300
DP108SO001 10/15/09 1 IA ND ND
761 J
DP108SO006 10/15/09 6 IA ND 14,200 841 J
DP108SO011 10/15/09 11 IA ND 27,500 1700 J
DP109SO001 10/15/09 1 IA ND ND 789 J
DP109SO006 10/15/09 6 IA ND ND 904 J
DP109SO011 10/15/09 11 IA 49,200 3510 J 716 J
DP109SO015 10/15/09 15 IA 69,800 ND 1190 J
DP110SO001 10/15/09 1 IA ND ND 30,100
DP110SO001-0323 03/23/10 1 IA 101,000 ND NA
DP110SO003-0323 03/23/10 3 IA 1,660,000 ND NA
DP110SO006 10/15/09 6 IA 295,000 ND 1,950,000
DP110HO011 10/15/09 11 IA ND ND
2050 J
DP110SO011 10/15/09 11 IA ND ND
1840 J
DP111SO001 10/15/09 1 IA ND ND ND
DP111SO006 10/15/09 6 IA ND ND ND
DP111SO011 10/15/09 11 IA ND ND
1680 J
DP118SO001 03/23/10 1 IA 110,000 ND NA
DP118SO003 03/23/10 3 IA ND ND NA
DP119SO001 03/23/10 1 IA 2,050,000 1,600,000 NA
DP119SO003 03/23/10 3 IA 1,130,000 542,000 NA
DP120SO001 03/23/10 1 IA 346,000 54,000 NA
DP120SO003 03/23/10 3 IA 2,230,000 592,000 NA
DP121SO001 03/23/10 1 IA 12,200,000 1,980,000 NA
DP121SO003 03/23/10 3 IA 126,000 ND NA
DP122SO001 03/23/10 1 IA 87,200 ND NA
DP122SO003 03/23/10 3 IA 189,000 ND NA
Notes:
NCDENR = North Carolina Department of Environmental and Natural Resources
UST = Underground storage tank
ft bgs = Feet below ground surface
μg/kg = Micrograms per kilogram/parts per billion
O&G = Oil and Gas
DRO = Diesel Range Organics
GRO = Gasoline Range Organics
AOC = Area of concern
ESA = Environmental Site Assessment
IA = Initial Assessment
NA = Not analyzed
ND = Not detected
J = Estimated Concentration
Bold Indicates Result Above Applicable Screening Guideline
DP107
DP121
DP122
DP109
DP110
DP111
DP118
DP119
NCDENR Underground Storage Tank Section Action Level = NCDENR UST Guidelines for the Investigation and Remediation for Non UST
Petroleum Releases (NCDENR, 2007)
DP108
DP120
Table 2
Petroleum in Soil
Rail Off-Loading Area
Continental Tire - Charlotte, North Carolina
Location ID Sample ID
Collected
Date/Time
Sample
Depth
(ft bgs)Phase
O&G Result
(μg/kg)
DRO Result
(μg/kg)
GRO Result
(μg/kg)
250,000 40,000 10,000
AOC-19-1@1 08/28/07 1 Phase II ESA 3,380,000 480,000 36,000
AOC-19-1@4 08/28/07 4 Phase II ESA ND 8,100 ND
B-3 AOC-19-2@3 08/29/07 3 Phase II ESA 58,700 18,000 6,000
B-4 AOC-19-3@1 08/29/07 1 Phase II ESA 49,300 26,000 91,000
B-4 AOC5B1@4 08/29/07 4 Phase II ESA ND ND ND
B-20 AOC 3W (12') 08/30/07 12 Phase II ESA ND 51,000 NA
B-21 AOC 3E (4') 08/30/07 4 Phase II ESA 32,300,000 17,000 ND
DP032SO001N1 11/06/08 1IA ND 120,000 ND
DP032SO008N1 11/06/08 8IA ND 75,800 ND
DP033 DP033SO002N1 11/06/08 2IA1,160,000 4,500,000 69,200
DP034SO004N1 11/06/08 4IA ND 50,400 12,200
DP034SO008N1 11/06/08 8IA ND 8,700 ND
DP035SO003N1 11/06/08 3IA ND 23,400 ND
DP035SO007N1 11/06/08 7IA ND ND ND
DP036SO001N1 11/06/08 1IA ND 8,160,000 69,100
DP036SO007N1 11/06/08 7IA2,760,000 1,350,000 18,100
DP037SO001N1 11/06/08 1IA ND ND ND
DP037SO005N1 11/06/08 5IA ND ND ND
DP038SO002N1 11/07/08 2IA3,380,000 938,000 10,500
DP038SO008N1 11/07/08 8IA ND ND ND
DP062 DP062SO003 04/07/09 3 IA ND 975,000 45,100
DP063 DP063SO001 04/07/09 1 IA 10,300,000 4,820,000 11,800
DP064SO001 04/07/09 1 IA 7,780,000 716,000 13,900
DP064SO003 04/07/09 3 IA ND 11,500 ND
DP065SO001 04/07/09 1 IA ND 13,000 ND
DP065SO003 04/07/09 3 IA ND 50,800 ND
DP065SO006 04/07/09 6 IA ND 17,200 ND
DP066SO001 04/07/09 1 IA 11,900,000 5,080,000 60,200
DP066SO003 04/07/09 3 IA 24,800,000 10,000,000 214,000
DP066SO006 04/07/09 6 IA ND 148,000 ND
DP066HO006 04/07/09 6 IA 2,420,000 39,800 ND
DP067SO001 04/08/09 1 IA ND ND ND
DP067SO003 04/08/09 3 IA ND ND ND
DP067SO006 04/08/09 6 IA ND ND ND
DP072SO001 04/08/09 1 IA 8,740,000 3,010,000 6,300
DP072SO003 04/08/09 3 IA ND ND ND
DP072SO006 04/08/09 6 IA ND ND ND
HA083SO001 04/14/09 1 IA ND ND ND
HA083SO004 04/14/09 4 IA ND ND 67,800
HA084SO001 04/14/09 1 IA 294,000 75,700 326,000
HA084SO004 04/14/09 4 IA ND ND 7,500
DP093SO001 05/01/09 1 IA ND ND NA
DP093SO003 05/01/09 3 IA ND ND NA
DP094SO001 05/01/09 1 IA ND ND NA
DP094SO003 05/01/09 3 IA ND ND NA
DP095SO001 05/01/09 1 IA ND 118,000 ND
DP095SO004 05/01/09 4 IA 252,000 19,300 ND
DP095HO004 05/01/09 4 IA ND 15,700 ND
DP096SO001 05/01/09 1 IA ND 22,200 72,100
DP096SO004 05/01/09 4 IA ND ND 191,000
DP097 DP097SO004 05/01/09 4 IA ND 81,300 14,800
DP098SO001 05/01/09 1 IA 6,590,000 1,790,000 9,200
DP098SO004 05/01/09 4 IA 4,950,000 1,240,000 ND
DP104SO001 10/15/09 1 IA ND ND
471 J
DP104SO006 10/15/09 6 IA ND ND
817 J
DP104SO011 10/15/09 11 IA 49,400 32,400 ND
DP105HO012 10/15/09 12 IA ND 9,240 3190 J
DP105SO001 10/15/09 1 IA ND ND 1070 J
HA084
DP098
HA083
DP096
DP104
DP105
DP093
DP094
DP095
NCDENR UST Section Action Level (μg/kg)
DP034
DP035
DP036
B-1
DP032
DP072
DP064
DP065
DP037
DP038
DP067
DP066
RAIL OFF-LOADING AREA
Former #6 Fuel
Pump Station
FORMER MIXING BUILDING
MAIN MANUFACTURING BUILDING
DitchDitch
Railroad
Naptha
UST
(T11)
Former Aboveground Piping
T1
T15
T13
T14
T12
FORMER CEMENT HOUSE
12ft
3ft
4ft
17ft
12ft
12ft8ft
7ft
BOILER DAY TANKS AREA
B-4
B-3
B-1
B-33
B-21
B-17
B-11
HA084
HA083
DP122 DP121
DP120
DP119
DP118
DP112
DP111 DP110
DP109
DP108 DP107 DP106
DP105
DP104
DP103
DP101
DP100
DP099
DP098
DP097
DP096
DP095 DP094
DP093
DP072
DP071
DP070DP069
DP068
DP067
DP066DP065DP064DP063
DP062
DP061
DP060
DP057DP056
DP039
DP038
DP037
DP036
DP035DP034DP033
DP032
DP031
DP030DP025
DP023
B-20/REC-1
MW02D
MW01D
MW006
MW005
MW004
MW002
MW001
CS155 CS152
CS154
CS163
CS165
CS166
CS167
CS160
CS161
CS158
CS157
CS156
CS040
CSPS147
CSPS144CSPS148CSPS146
CSRR038
CSRR039CSRR044
CSRR047
CSRR048
CSRR037
CSRR045
CSRR035
CSRR033
CSRR032
CSRR031
CSRR030
CSRR026
CSRR028
CSRR027
CSRR015 CSRR017
CSRR018
CSRR014
CSRR013
CSRR016
CSRR019
CSRR003 CSRR012
CSRR004
CSRR001
CSMB130
CSMB142 CSMB136 CSMB133
CSMB131CSMB138
CSMB140
CSMB143 CSMB134
CSBT103 CSRR090
CSRR092
CSRR099
CSRR097
CSRR064
CSRR066 CSRR065 CSRR050
CSRR059
CSRR060
CSBT087
CSRR049
CSRR052
CSRR051
CSRR098
CSBT089
CSBT080 CSBT081
CSBT082
CSRR061
CSRR054CSRR053
CSRR067CSRR068CSRR070
CSBT088
CSBT086
CSBT079
CSRR0101
CSRR0100
CSRR0102
CS164
CS150
CS149
CS039CS038CS037
CS036
CSPS145
CSRR034
CSRR029
CSMB139
CSMB141
CSMB135 CSMB132
CSRR069
CSRR092509
010205
Feet
Tank Legend:T11=Naptha UST(Abandoned in-place)T12=Former Process Oil AST (Decommissioned)
T13=Former Process Oil AST (Decommissioned)T14=Former Rubber Preservative AST (Decommissioned)
T15= Former Process Oil AST (Decommissioned)
Requested by: DWarren
Drwn by: CT
FIGURE 6
SAMPLING LOCATIONS AND FINAL
EXCAVATION LIMITS
RAIL OFF-LOADING AREA
CONTINENTAL TIRE
CHARLOTTE, NORTH CAROLINA
Legend
Samples Removed by Excavation
Soil Sample Below NC Petroleum Action Levels
Monitoring Well
Confirmatory Soil Sample during Excavation
Below NC Petroleum Action Levels for O&G, DRO & GRO
Base
Sidewall
Excavation
depth (ft)
2ft
3ft
4ft
5ft
6ft
7ft
8ft
10ft
12ft
14ft
17ft
Site Basemap
Layer
Former RR
RR
Former Building
Building
Naptha UST
Abandoned City Water Line
Electrical
Water
Rail Car Access Pit (Approximate)
Boiler Day Tanks Area
July 25, 2010File: X:\Continental_Tire\Charlotte_NC\2010_Rail_CSA_Report\Projects\Figure 6-Sampling locations and Final excavation limits.mxd
Author Drawing Layers Date Title
13-024.xls 3.5.2013
Job No. Revision Figure Scale
R7-46 1 unknown
1900 Continental Boulevard
Charlotte, North Carolina
Photograph Courtesy of
GOOGLE EARTH
Monitoring Well Location MapWATERS EDGE ENVIRONMENTAL, LLC
Project
SUMP
Via E-mail
March 2, 2016
LRC Patriot, LLC
c/o Womble Carlyle Sandridge & Rice, LLP
One West Fourth St. Winston-Salem, NC 27101
Attn: Ms. Lori Hinnant
Re: Limited Site Assessment Report Premier 485 1700 Continental Blvd Charlotte, North Carolina
H&H Job No. LRC-002
Dear Lori:
Attached please find the Limited Site Assessment Report for the Premier 485 property located at
1700 Continental Boulevard in Charlotte, North Carolina.
Should you have any questions or need any additional information, please feel free to contact me.
Sincerely,
Hart & Hickman, PC
Matt Bramblett, PE
Principal and Project Manager
Enclosure
Table 1Summary of Waste and Surface Soil Analytical Results Premier 4851700 Continental BoulevardCharlotte, Mecklenburg County, North CarolinaH&H Job No. LRC-002
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-002 Continental Assessment\Phase II Sampling Activities\Waste and Surface Soil Data.xls1/7/2016 Table 2 (Page 1 of 1)Hart & Hickman, PC
Sample ID S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9
Location 55-Gallon Steel Drum with Solids (Closed Top)
Burned Rubber & Whitish Material in Gully
Open & Deteriorated Drum w/ White Solid
Black Surface Soil West of Deteriorated Drum
Black Surface Soil Downgradient of Incinerator
Black Surface Soil in East-West Ditch
Downgradient of Incinerator Door
Former Live Ammunition Storage Bunker
Former Live Ammunition Storage Bunker
Sample Depth (ft bgs)Contents 0-0.5 Contents 0-0.5 0-0.5 0-0.5 0-0.5 0-2 0-2
PSRG Industrial1 Hazardous Waste
VOCs (8260) (mg/kg)1,2,4-Trichlorobenzene <0.0071 0.0081 <0.0059 <0.0058 <0.0075 <0.0076 <0.0074 <0.0060 <0.0046 524-Isopropyltoluene <0.0071 0.13 <0.0059 <0.0058 <0.0075 <0.0076 <0.0074 <0.0060 <0.0046 NEAcetone0.20 0.066 <0.059 0.17 0.67 1.2 0.26 0.075 <0.046 100,000Chloromethane<0.0071 <0.012 <0.0059 <0.0058 <0.0075 0.0084 0.011 <0.0060 <0.0046 92Ethylbenzene<0.0071 11 <0.0059 <0.0058 <0.0075 <0.0076 <0.0074 <0.0060 <0.0046 25m&p-Xylenes <0.014 64 <0.012 <0.012 <0.015 <0.015 <0.015 <0.012 <0.0091 388o-Xylene <0.0071 27 <0.0059 <0.0058 <0.0075 <0.0076 <0.0074 <0.006 <0.0046 434Toluene<0.0071 0.064 <0.0059 <0.0058 <0.0075 <0.0076 <0.0074 <0.0060 <0.0046 820Total xylenes <0.021 91 <0.018 <0.017 <0.023 <0.023 <0.022 <0.018 <0.014 258
SVOCs (8270)(mg/kg)Benzoic Acid 0.70 <2.2 <0.39 <0.42 <0.49 0.68 <0.47 <0.45 <0.36 100,000
Bis(2-Ethylhexyl)phthalate <0.50 <2.2 <0.39 <0.42 <0.49 0.65 <0.47 <0.45 <0.36 160
HSL Metals (6010/7471) (mg/kg)Range(mg/kg)Mean(mg/kg)
Antimony <0.39 0.36 <0.29 <0.032 <0.38 14 1.9 <0.34 <0.27 94 <1.0 - 8.8* 0.76Arsenic <2.3 <2.0 2.0 <1.9 4.3 6.9 4.1 <2.1 4.1 3 1.0 - 18 4.80Beryllium 1.4 <0.33 <0.29 0.70 1.4 0.41 0.95 2.0 1.3 460 ND-2.0 0.11Cadmium <0.39 55 0.90 <0.32 0.79 1.6 2.5 <0.34 <0.27 200 1.0 - 10** 4.30Chromium 29 11 14 9.4 25 40 51 7.3 28 100,000 7.0-300 65Copper 38 71 71 15 120 160 550 32 20 9,400 3.0-100 34Lead 260 350 30 9.7 19 68 110 7.0 8.3 800 ND - 50 16Manganese 410 64 120 280 950 280 780 400 380 5,200 8.0-3,394 594Mercury 0.043 <0.027 0.050 <0.026 0.12 0.37 0.10 0.032 <0.022 3.1 0.03-0.52 0.121Nickel 21 10 21 8.3 81 27 42 9.7 20 4,400 ND-150 23Selenium <1.5 5.5 <1.2 <1.3 <1.5 <1.5 <1.4 <1.4 <1.1 1,200 <0.1 - 0.8 0.42Silver <0.39 <0.33 <0.29 <0.32 <0.38 0.63 0.46 <0.34 <0.27 1,200 ND - 5.0 NSZinc 230 320,000 1,700 350 1,200 1,200 9,200 100 73 70,000 25-124 56
TCLP Metals by (EPA 1311) (mg/L)Cadmium <0.025 0.035 <0.025 <0.025 <0.025 <0.025 <0.025 NA NA NE 1
General Waste
Ignitability (1030)Pass Pass Pass Pass Pass Pass Pass NA NA NE PassPaint Filter (9095B)Pass Pass Pass Pass Pass Pass Pass NA NA NE NEpH (9045D)4.6 6.1 4.3 6.8 6.0 6.3 6.9 NA NA NE <2 or <12.5
Reactivity Cyanide (7.3.3.2)<250 <243 <238 <245 <250 <248 <250 NA NA NE NEReactivity Sulfide (7.3.4.2)<250 <243 <238 <245 <250 <248 <250 NA NA NE NEExplosive Compounds (EPA 8330A) (mg/kg)Nitrobenzene NA NA NA <0.066 NA 4.32 NA <0.064 <0.073 22 NE2-Amino-4,6-dinitrotoluene NA NA NA <0.132 NA 0.597 NA <0.129 <0.146 460 NE
Nitroglycerin NA NA NA <0.132 NA 0.761 NA <0.129 0.559 16 NE
Notes:1) NC DEQ Inactive Hazardous Sites Branch (IHSB) Protection of Groundwater and Residential and Industrial Health Based Preliminary Soil Remediation Goals (PSRGs) - September 2015Bold concentration indicates exceedance of NC DEQ IHSB Preliminary Soil Remediation Goal (as well as background levels in the case of metals)Hazardous Waste Standard based on RCRA Characteristically Hazardous Waste ThresholdsRange and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
* = Range and mean values of background metals for Southeastern USA soils.EPA Method follows parameter in parenthesis; NA= Not analyzed; NE = Not established;VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds; HSL = Hazardous Substance ListOnly compounds detected in at least one sample shown
NENENE
63
0.95.8
360,000700
39
NENENE
300 130
32
24
NE
NE
130 6.0
50,000 130
6.2
PSRG Residential
Soil1
Protection of Groundwater PSRG1
5.8 8.1
2.2NE0.68
400 27036065
0.68
11/16/2015 11/16/2015 11/17/2015 11/17/2015
22
12
Screening Criteria
NE
Sample Date 11/16/2015 11/16/2015 11/16/2015 11/16/2015 11/16/2015
NE NE
78 2.1783.44,600 1,200
NENE
NE
5.1301.3
12,000
NE
NE
820 5.5
0.015
110 NE130
620
Background*
NENE NENE
14
1.9 1.0
24,000
7.2
Via Email
August 10, 2016
LRC Patriot, LLCc/o Womble Carlyle Sandridge & Rice, LLPOne West Fourth St.Winston-Salem, NC 27101
Attn: Ms. Lori Hinnant
Re: Waste, Drums and ACM RemovalPremier 485 – 1700 Continental Blvd
Charlotte, NCH&H Project No. LRC-002
Dear Lori:1.0 Introduction and Background
Hart & Hickman, PC (H&H) has prepared this report describing the removal of visually evident
waste materials, discarded drums, and asbestos containing materials (ACMs) at the Premier 485
property located at 1700 Continental Boulevard in Charlotte, North Carolina (Site). A Site
location map is included as Figure 1. The Site is comprised of one parcel identified as 1700
Continental Boulevard totaling 25.931 acres and a portion of a parcel identified as 1900
Continental Boulevard that totals approximately 1.11 acres.
H&H recently completed a wetlands and stream delineation of the Site in preparation for
development of the Site. During the Site visit for the delineation, waste material consisting of
burned/melted rubber and whitish solids in small gullies and several 55-gallon drums were
observed to be located in the southern portion of the Site. In addition, discarded building
materials (Transite siding and associated mastic and roofing materials containing asbestos) were
observed in the northern and central portions of the Site. To facilitate redevelopment in a timely
fashion, H&H removed the discarded waste materials, drums, and ACMs. This report
summarizes the waste removal activities.
Table 1
Summary of Waste and Confirmation Soil Analytical Results Premier 4851700 Continental BoulevardCharlotte, Mecklenburg County, North Carolina
H&H Job No. LRC-002
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-002 Continental Assessment\Waste Removal\Base Sample Soil Data Table LRC-002 KJW.xls8/10/2016
Table 1 (Page 1 of 1)
Hart & Hickman, PC
Sample ID S-2 Base-1
Location Burned Rubber &
Whitish Material in Gully
Post-Excavation
Base Sample
Sample Depth (ft bgs)0-0.5 Surface
11/16/2015 PSRG Industrial1
VOCs (8260) (mg/kg)
1,2,4-Trichlorobenzene 0.0081 <0.0082 52
4-Isopropyl Toluene 0.13 <0.0082 NE
Acetone 0.066 0.31 100,000
Ethylbenzene 11 0.017 25
m&p-Xylenes 64 0.085 388o-Xylene 27 0.025 434Toluene0.064 <0.0082 818Total xylenes 91 0.11 258
HSL Metals (6010/7471) (mg/kg)Range
(mg/kg)
Mean
(mg/kg)
Antimony 0.36 <0.41 94 <1.0-8.8* 0.76
Beryllium <0.33 0.86 460 ND-2.0 0.11Cadmium553.6 200 1.0 - 10* 4.30Chromium1115100,000 7.0-300 65
Copper 71 57 9,400 3.0-100 34
Lead 350 52 800 ND - 50 16Manganese644505,200 8.0-3,394 594Mercury<0.027 0.054 3.1 0.03-0.52 0.121
Nickel 10 20 4,400 ND-150 23
Selenium 5.5 <1.7 1,160 <0.1-0.8 0.42Zinc320,000 14,000 70,000 25-124 56
Notes:1) NC DEQ Inactive Hazardous Sites Branch (IHSB) Protection of Groundwater and Residential and Industrial Health Based Preliminary
Soil Remediation Goals (PSRGs) - April 2016
Bold concentration indicates exceedance of NC DEQ IHSB Preliminary Soil Remediation Goal (as well as background levels in the case of metals)Range and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
* = Range and mean values of background metals for Southeastern USA soils.EPA Method follows parameter in parenthesis; NE = Not established;VOCs=volatile organic compounds; HSL = Hazardous Substance List
Only compounds detected shown
24
NE
NE
130 6.0
4,600 130
63
360,000
Sample Date 3/1/2016
400 270360 65
PSRG Residential
Soil1
Protection of
Groundwater
PSRG1
5.8 8.1
12,000
110 NE130
620
Screening Criteria
32
Background*
14
1.9 1.0
24,000
700
6.2 0.9
78 2.1
11.6 2.2
NE 0.00068
818 5.5
300 130
APPROXIMATE AREAOF ASBESTOS ROOFINGDEBRIS (REMOVED)
APPROXIMATE AREAOF ASBESTOS TRANSITEDEBRIS & FORMER AMMUNITIONBUILDING (REMOVED)
BASE-1
APPROXIMATELOCATION OF FORMERINCINERATOR
RAILROADSPURSGATE
PAVED
MAINBUILDING
ZINC/BURNED RUBBERLOCATION (REMOVED)
LOCATION OF ADDITIONALDEBRIS REMOVAL
LOCATION OF HAZARDOUSWASTE DRUMS (REMOVED)
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
REVISION NO. 0
JOB NO. LRC-002
DATE: 8-10-16
FIGURE NO. 2
LRC PATRIOT SITE1900 CONTINENTAL BOULEVARDCHARLOTTE, NORTH CAROLINA
WASTE REMOVAL LOCATION MAPLEGEND
SOIL SAMPLE LOCATION
NOTE:
DEBRIS REMOVAL LOCATIONS PLOTTEDUSING TRIMBLE GPS UNIT DATA.
I-
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Table 1 Summary of Soil Analytical DataUndeveloped LandPremier 485 - 1700 Continental BoulevardCharlotte, North CarolinaH&H Job No. LRC-004
Sample ID SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-8 SB-9 SB-10 Depth (ft bgs)0-2 4-6 8-10 0-2 0-2 0-2 4-6 0-2 0-2 2-4 Sample Date 10/14/2016 10/14/2016 10/14/2016 10/13/2016 10/13/2016 10/13/2016 10/14/2016 10/14/2016 10/14/2016 10/14/2016 Units
VOCs (8260B)
Acetone < 0.0574 < 0.0547 < 0.0565 0.0772 0.285 0.16 0.122 0.225 0.264 0.0631 24.0 12,200 100,000
Benzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.451 < 0.00175 0.0073 1.20 5.10
2-Butanone (MEK)< 0.0574 < 0.0547 < 0.0565 < 0.0558 < 0.0653 < 0.0497 < 0.0959 < 0.0490 0.0767 < 0.0438 16.0 5,400 28,400
Carbon Disulfide < 0.00574 < 0.00547 < 0.00565 < 0.00558 < 0.00653 < 0.00497 < 0.00959 < 0.00490 0.00844 < 0.00438 3.80 154 700
cis-1,2-Dichloroethene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 3.98 < 0.00175 0.360 32.0 460
Dichlorodifluoromethane < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0312 < 0.00175 29.0 17.4 74.0
1,1-Dichloroethane < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0107 < 0.00175 0.030 3.60 16.0
Ethylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.327 < 0.00175 8.10 5.80 25.0
Isopropylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0179 < 0.00175 NE NE NE
4-Methyl-2-pentanone (MIBK)< 0.0574 < 0.0547 < 0.0565 < 0.0558 < 0.0653 < 0.0497 < 0.0959 < 0.0490 0.423 < 0.0438 0.430 3,360 3,360
n-Butylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.00388 < 0.00175 2.40 108 108
n-Propylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0107 < 0.00175 1.50 264 264
p-Isopropyltoluene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.00917 < 0.00175 0.680 NE NE
Tetrachloroethene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0200 < 0.00175 0.0050 16.2 78.0
Toluene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 6.81 < 0.00175 5.50 818 818
1,1,1-Trichloroethane < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0182 < 0.00175 1.20 640 640
Trichloroethene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.278 < 0.00175 0.0180 0.820 3.80
1,2,4-Trimethylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0273 < 0.00175 6.70 11.6 48.0
1,3,5-Trimethylbenzene < 0.00229 < 0.00219 < 0.00226 < 0.00223 < 0.00261 < 0.00199 < 0.00383 < 0.00196 0.0134 < 0.00175 6.70 156 182
Xylenes, Total < 0.00688 < 0.00656 < 0.00678 < 0.00670 < 0.00784 < 0.00597 < 0.0115 < 0.00588 35.4 < 0.00526 6.10 116 260
SVOCs (8270D)
Naphthalene < 0.0838 < 0.0818 < 0.0746 < 0.390 0.202 0.132 < 0.0937 < 0.0862 0.482 < 0.0805 0.210 3.80 17.0
Explosives (8330A)ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL ALL BRL NA NA NA
HSL Metals (6010D)
Range (mg/kg) Mean (mg/kg)Ref
Antimony < 12.7 < 60.8 < 11.4 < 11.8 < 15.2 < 12.3 < 14.0 < 13.0 < 13.5 < 12.0 0.900 6.20 94.0 <1.0-8.8 0.76 C
Arsenic 4.13 < 12.2 3.78 2.94 4.88 5.22 3.94 5.00 4.95 4.98 5.80 0.680 3.00 1.0-18 4.8 A
Beryllium < 1.27 < 6.08 1.40 < 1.18 < 1.52 1.25 1.59 < 1.30 1.51 < 1.20 63.0 32.0 460 BRL-2.0 0.11 A
Cadmium 1.34 < 6.08 < 1.14 < 1.18 < 1.52 < 1.23 < 1.40 < 1.30 1.59 < 1.20 3.00 14.2 196 1.0-10 4.3 B
Chromium, Total 14.8 < 6.08 6.64 7.84 18.6 16.3 3.33 41.9 17.8 10.7 NE NE NE 7.0-300 65 A
Copper 5.78 < 12.2 23.7 7.13 7.8 14.1 12.1 19.8 25.9 17.4 700 620 9,400 3.0-100 34 A
Lead 50.8 < 6.08 28.2 23.9 74.8 44.1 39.8 43.9 156 34.2 270 400 800 BRL-50 16 A
Manganese 122 448 395 410 430 881 414 365 266 309 65.0 360 5,200 8.0-3,394 594 B
Mercury < 0.122 < 0.119 < 0.114 < 0.115 < 0.158 < 0.120 < 0.145 < 0.126 < 0.132 < 0.123 1.00 2.20 3.13 0.03-0.52 0.121 A
Nickel 9.47 < 12.2 6.93 8.31 8.04 10.8 3.58 14.2 8.58 12.4 130 300 4,400 BRL-150 23 A
Selenium < 2.53 < 12.2 < 2.29 < 2.37 < 3.03 < 2.45 < 2.79 < 2.59 < 2.69 < 2.40 2.10 78.0 1,160 <0.1-0.8 0.42 A
Silver < 1.27 < 6.08 < 1.14 < 1.18 < 1.52 < 1.23 < 1.40 < 1.30 < 1.35 < 1.20 3.40 78.0 1,160 BRL-5.0 NE D
Thallium < 12.7 < 12.2 < 11.4 < 11.8 < 15.2 < 12.3 < 14.0 < 13.0 < 13.5 < 12.0 0.280 0.156 2.40 <0.1-1.8 NE E
Zinc 21.6 84.0 56.7 61.8 47.6 46.6 114 44.8 938 54.9 1,200 4,600 70,000 25-124 56 A
Notes:1) North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (October 2016).
2) Range and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
Ref.
A. North Carolina soils
B. Southeastern USA soils
C. Eastern USA soilsD. Soils of the conterminous USAE. Major- and Trace-Element Concentrations in Soils from Two Continential-Scale Transects of the United States and Canada, U.S. Department of Interior, U.S. Geologic Survey. Open-File Report 2005-1253, Table 3. 2005.Bold indicates an exceedance in the Protection of Groundwater PSRGOnly organic compounds detected in at least one sample are shown.
Soil concentrations are reported in milligrams per kilogram (mg/kg).
Laboratory analytical methods are shown in parentheses.
VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; HSL = Hazardous Substance ListNA = Not Applicable; NE = not established; BRL = below reporting limit; ft bgs = feet below the ground surface
mg/kg
ResidentialPSRGs(1)
Industrial/Commercial
PSRGs(1)
Regional Background Metals in Soil2
Protection of Groundwater (1)
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-004 Brownfields Assessment - undeveloped parcel\Tables\Soil Data Table.xlsm11/23/2016
Table 1 (Page 1 of 1)
Hart & Hickman, PC
Table 2
Summary of Groundwater Analytical Data
Undeveloped Land
Premier 485 - 1700 Continental Boulevard
Charlotte, North Carolina
H&H Job No. LRC-004
Sample ID TMW-1 TMW-2
Sample Date 10/20/2016 10/17/2016 Residential(2)Non-Residential(3)
Units
VOCs (8260B)
1,1-Dichloroethane <1.00 2.79 6 76.4 334
Explosives (8330A)All BRL All BRL NA NA NA
Notes:1) North Carolina Department of Environmental Quality (DEQ) 15A North Carolina Administrative Code 02L.0202 Groundwater Quality Standard2) DEQ Division of Waste Management (DWM) Residential Vapor Intrusion Groundwater Screening Levels (GWSLs) (October 2016)
3) DEQ DWM Non-Residential Vapor Intrusion GWSLs (October 2016)
Only those compounds detected in at least one sample shown above
Compound concentrations are reported in micrograms per liter (μg/L)
Method number follows parameter in parenthesis
VOCs = volatile organic compounds; BRL = below laboratory reporting limits; NA = Not Applicable
NCAC 2L
Groundwater
Standard(1)
DWM Vapor Intrusion GWSLs
μg/L
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-004 Brownfields Assessment - undeveloped parcel\Tables\GW Data Table.xlsm11/23/2016
Table 2
Hart & Hickman, PC
Table 3 (Page 1 of 3)Summary of Soil Vapor Analytical Data
Undeveloped Land
Premier 485 - 1700 Continental Boulevard
Charlotte, North CarolinaH&H Job No. LRC-004
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VMP-1 10/17/16 16 0.17 J <0.22 2.2 J 0.26 J 0.60 <0.41 0.78 V-05 <0.40 <0.40 <0.40 <0.40
VMP-2 10/17/16 13 <0.32 <0.22 2.9 J <3.1 0.55 <0.41 0.73 V-05 0.20 J <0.40 <0.40 <0.40
VMP-3 10/17/16 22 0.49 <0.22 2.8 J 0.21 J 0.73 <0.41 4.5 V-05 0.42 <0.40 <0.40 <0.40
VMP-4 10/14/16 <9.5 1.2 2.9 <12 3.1 J <0.49 <0.41 120 V-05 <0.40 <0.40 <0.40 <0.40
VMP-5 10/14/16 <9.5 0.56 1.0 <12 1.2 J 3.2 <0.41 74 V-05 28 1.6 8.5 0.21 J
VMP-6 10/14/16 32 1.9 <0.22 3.1 J 2.4 J 0.20 J <0.41 37 V-05 <0.40 <0.40 <0.40 <0.40
VMP-7 10/17/16 23 0.39 <0.22 3.7 J 1.2 J 3.9 0.34 J, L-05, V-06 0.97 V-05 68 2.6 61 0.18 J
VMP-8 10/17/16 11 0.95 <0.22 2.0 J 0.41 J 9.0 0.24 J, L-05, V-06 1.3 V-05 41 6.9 24 <0.40
216,000 120 13.9 34,800 4,870 40.7 626 695 585 1,390 NS NS
2,720,000 1,570 175 438,000 61,300 533 7,880 8,760 7,670 17,500 NS NS
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (October 2016)2) North Carolina DEQ DWM Non-Residential SGSLs (October 2016)
ŽůĚŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
hŶĚĞƌůŝŶĞŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDEŽŶͲZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
Only compounds detected in at least one sample shown
µg/mϯсŵŝĐƌŽŐƌĂŵƐƉĞƌĐƵďŝĐŵĞƚĞƌ͖E^сEŽƚ^ƉĞĐŝĨŝĞĚ͖EсEŽƚŶĂůLJnjĞĚJ = detected concentration is above the laboratory method detection limit, but below the laboratory calibrated reporting limit. Therefore, the reported concentration is an estimated value.B-07 = Data is not affected by elevated level in blank since sample result is >10x level found in the blank.V-05 = Continuing calibration did not meet method specifications and value may be biased on the low side.V-06 = Continuing calibration did not meet method specifications and value may be biased on the high side.
L-05 = Laboratory fortified blank/laboratory control sample recovery is outside of control limits and value is likely to be biased on the high side.
TO-15
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Non-Residential Soil-Gas Screening Level;ϮͿ
Residential Soil-Gas Screening Level;ϭͿ
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File: S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-004 Brownfields Assessment - undeveloped parcel\Tables\VI Data TablesVI Data TablesDate: 10/16/2017
Table 3 (Page 1 of 3)
Hart & Hickman, PC
Table 3 (Page 2 of 3)Summary of Soil Vapor Analytical Data
Undeveloped Land
Premier 485 - 1700 Continental Boulevard
Charlotte, North CarolinaH&H Job No. LRC-004
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VMP-1 10/17/16 5.2 J 1.2 <0.43 <0.49 <0.41 1.1 J <0.41 <9.8 0.49 J <0.41 1.2 J, L-05, V-06 4.0
VMP-2 10/17/16 4.0 J <0.36 <0.43 <0.49 <0.41 <14 0.51 <9.8 <3.5 <0.41 0.84 J, L-05, V-06 <0.43
VMP-3 10/17/16 4.9 J 7.1 <0.43 <0.49 0.31 J 2.6 J 0.42 <9.8 0.62 J <0.41 1.6 J, L-05, V-06 1.1
VMP-4 10/14/16 <7.5 <0.36 0.73 1.6 11 5.1 J <0.41 <9.8 0.68 J <0.41 26 B-07, L-05, V-06 0.34 J
VMP-5 10/14/16 <7.5 <0.36 <0.43 <0.49 3.4 3.2 J <0.41 <9.8 <3.5 <0.41 9.5 B-07, L-05, V-06 0.17 J
VMP-6 10/14/16 4.2 J 1.3 0.42 J 0.80 7.1 16 <0.41 1.6 J 1.1 J <0.41 21 B-07, L-05, V-06 0.35 J
VMP-7 10/17/16 5.1 J <0.36 <0.43 0.12 J 1.6 3.6 J 0.69 2.1 J 0.52 J 0.61 3.4 J, L-05, V-06 0.10 J
VMP-8 10/17/16 5.0 J 8.1 0.15 J <0.49 0.66 4.3 J <0.41 2.1 J 1.6 J <0.41 2.4 J, L-05, V-06 0.14 J
NS 487 374 NS NS 4,870 209 1,390 4,170 20,900 20,900 6,950
NS 6,130 4,910 NS NS 61,300 2,630 17,500 52,600 263,000 263,000 87,600
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (October 2016)2) North Carolina DEQ DWM Non-Residential SGSLs (October 2016)
ŽůĚŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
hŶĚĞƌůŝŶĞŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDEŽŶͲZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
Only compounds detected in at least one sample shown
µg/mϯсŵŝĐƌŽŐƌĂŵƐƉĞƌĐƵďŝĐŵĞƚĞƌ͖E^сEŽƚ^ƉĞĐŝĨŝĞĚ͖EсEŽƚŶĂůLJnjĞĚJ = detected concentration is above the laboratory method detection limit, but below the laboratory calibrated reporting limit. Therefore, the reported concentration is an estimated value.V-05 = Continuing calibration did not meet method specifications and value is biased on the low side.V-06 = Continuing calibration did not meet method specifications and value is biased on the high side.V-06 = continuing calibration did not meet method specifications and value is biased on the high side.
L-03 = laboratory fortified blank/laboratory control sample recovery is outside of control limits. Reported value for this compound is likely to be biased on the low side.
µg/mϯ
Non-Residential Soil-Gas Screening Level;ϮͿ
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File: S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-004 Brownfields Assessment - undeveloped parcel\Tables\VI Data TablesVI Data TablesDate: 10/16/2017
Table 3 (Page 2 of 3)
Hart & Hickman, PC
Table 3 (Page 3 of 3)Summary of Soil Vapor Analytical Data
Undeveloped Land
Premier 485 - 1700 Continental Boulevard
Charlotte, North CarolinaH&H Job No. LRC-004
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VMP-1 10/17/16 1.2 0.48 <0.55 <0.55 <0.54 34 0.60 J <0.49 <0.49 <0.26 <0.87 <0.43
VMP-2 10/17/16 1.1 0.19 J 1.5 <0.55 <0.54 48 0.52 J <0.49 <0.49 <0.26 <0.87 <0.43
VMP-3 10/17/16 0.76 2.6 1.4 <0.55 <0.54 240 1.8 <0.49 <0.49 <0.26 <0.87 <0.43
VMP-4 10/14/16 2.0 4.6 1.3 <0.55 <0.54 650 0.80 3.2 1.6 <0.26 1.7 1.1
VMP-5 10/14/16 9.3 7.7 4.6 <0.55 14 12 0.64 J 0.25 J 0.18 J 0.70 0.79 J 0.43 J
VMP-6 10/14/16 0.33 J 24 <0.55 <0.55 <0.54 1.3 0.52 J 2.3 0.50 <0.26 1.2 0.55
VMP-7 10/17/16 640 0.25 J 520 0.26 J 180 3.0 14 0.74 0.24 J <0.26 0.32 J 0.18 J
VMP-8 10/17/16 1,700 3.1 420 1.2 410 2.8 1.5 <0.49 <0.49 <0.26 0.40 J 0.16 J
278 34,800 34,800 1.39 13.9 NS 209,000 48.7 NS 76.8 695 695
3,500 438,000 438,000 17.5 175 NS 2,630,000 613 NS 2,790 8,760 8,760
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (October 2016)2) North Carolina DEQ DWM Non-Residential SGSLs (October 2016)
ŽůĚŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
hŶĚĞƌůŝŶĞŝŶĚŝĐĂƚĞƐĐŽŶĐĞŶƚƌĂƚŝŽŶĞdžĐĞĞĚƐtDEŽŶͲZĞƐŝĚĞŶƚŝĂů^'^>;KĐƚŽďĞƌϮϬϭϲͿ
Only compounds detected in at least one sample shown
µg/mϯсŵŝĐƌŽŐƌĂŵƐƉĞƌĐƵďŝĐŵĞƚĞƌ͖E^сEŽƚ^ƉĞĐŝĨŝĞĚ͖EсEŽƚŶĂůLJnjĞĚJ = detected concentration is above the laboratory method detection limit, but below the laboratory calibrated reporting limit. Therefore, the reported concentration is an estimated value.V-05 = Continuing calibration did not meet method specifications and value is biased on the low side.V-06 = Continuing calibration did not meet method specifications and value is biased on the high side.V-06 = continuing calibration did not meet method specifications and value is biased on the high side.
L-03 = laboratory fortified blank/laboratory control sample recovery is outside of control limits. Reported value for this compound is likely to be biased on the low side.
Non-Residential Soil-Gas Screening Level;ϮͿ
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Residential Soil-Gas Screening Level;ϭͿ
File: S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-004 Brownfields Assessment - undeveloped parcel\Tables\VI Data TablesVI Data TablesDate: 10/16/2017
Table 3 (Page 3 of 3)
Hart & Hickman, PC
DEQ Risk Calculator - Vapor Intrusion - Non-Residential Worker Soil Gas to Indoor Air
Site ID:
Exposure Unit ID: VMP-7
CAS # Chemical Name:
Soil Gas Concentration
(ug/m3)
Calculated
Indoor Air Concentration
(ug/m3)
Target Indoor Air Conc. for Carcinogens @ TCR = 1E-06
Target Indoor Air Conc. for Non-Carcinogens @ THQ = 0.2
Calculated
Carcinogenic
Risk
Calculated
Non-
Carcinogenic
Hazard
Quotient
67-64-1 Acetone 23 0.23 - 2.7E+04 1.7E-0671-43-2 Benzene 0.39 0.0039 1.6E+00 2.6E+01 2.5E-09 3.0E-0575-15-0 Carbon Disulfide 1.2 0.012 -6.1E+02 3.9E-0667-66-3 Chloroform 3.9 0.039 5.3E-01 8.6E+01 7.3E-08 9.1E-0574-87-3 Chloromethane 0.34 0.0034 -7.9E+01 8.6E-0675-71-8 Dichlorodifluoromethane 0.97 0.0097 -8.8E+01 2.2E-0575-34-3 Dichloroethane, 1,1-68 0.68 7.7E+00 -8.9E-0875-35-4 Dichloroethylene, 1,1-2.6 0.026 - 1.8E+02 3.0E-05156-59-2 Dichloroethylene, 1,2-cis-61 0.61 - -156-60-5 Dichloroethylene, 1,2-trans-0.18 0.0018 - -110-54-3 Hexane, N-3.6 0.036 -6.1E+02 1.2E-05591-78-6 Hexanone, 2-0.69 0.0069 -2.6E+01 5.3E-0567-63-0 Isopropanol 2.1 0.021 - 1.8E+02 2.4E-0578-93-3 Methyl Ethyl Ketone (2-Butanone)3.7 0.037 -4.4E+03 1.7E-06108-10-1 Methyl Isobutyl Ketone (4-methyl-2-pentanone)0.61 0.0061 -2.6E+03 4.6E-0775-09-2 Methylene Chloride 0.52 0.0052 1.2E+03 5.3E+02 4.2E-12 2.0E-06100-42-5 Styrene 0.1 0.001 - 8.8E+02 2.3E-07127-18-4 Tetrachloroethylene 640 6.4 4.7E+01 3.5E+01 1.4E-07 3.7E-02108-88-3 Toluene 0.25 0.0025 -4.4E+03 1.1E-0776-13-1 Trichloro-1,2,2-trifluoroethane, 1,1,2-14 0.14 -2.6E+04 1.1E-0671-55-6 Trichloroethane, 1,1,1-520 5.2 -4.4E+03 2.4E-0479-00-5 Trichloroethane, 1,1,2-0.26 0.0026 7.7E-01 1.8E-01 3.4E-09 3.0E-0379-01-6 Trichloroethylene 180 1.8 3.0E+00 1.8E+00 6.0E-07 2.1E-0175-69-4 Trichlorofluoromethane 30.03 - -95-63-6 Trimethylbenzene, 1,2,4-0.74 0.0074 - 6.1E+00 2.4E-04108-67-8 Trimethylbenzene, 1,3,5-0.24 0.0024 - -108-38-3 Xylene, m-0.32 0.0032 - 8.8E+01 7.3E-0695-47-6 Xylene, o-0.18 0.0018 - 8.8E+01 4.1E-06
Cumulative: 9.1E-07 2.5E-01
All concentrations are in ug/m3
Output Form 3E
Carcinogenic risk and hazard quotient cells highlighted in orange are associated with non-volatile chemicals. Since these chemicals do not pose a vapor intrusion risk, no risk values are calculated for these chemicals.
North Carolina DEQ Risk CalculatorAugust 2016 VersionBasis: May 2016 EPA RSL Table
DEQ Risk Calculator - Vapor Intrusion - Non-Residential Worker Soil Gas to Indoor Air
Site ID:
Exposure Unit ID: VMP-8
CAS # Chemical Name:
Soil Gas Concentration
(ug/m3)
Calculated
Indoor Air Concentration
(ug/m3)
Target Indoor Air Conc. for Carcinogens @ TCR = 1E-06
Target Indoor Air Conc. for Non-Carcinogens @ THQ = 0.2
Calculated
Carcinogenic
Risk
Calculated
Non-
Carcinogenic
Hazard
Quotient
67-64-1 Acetone 11 0.11 - 2.7E+04 8.1E-0771-43-2 Benzene 0.95 0.0095 1.6E+00 2.6E+01 6.0E-09 7.2E-0575-15-0 Carbon Disulfide 0.41 0.0041 -6.1E+02 1.3E-0667-66-3 Chloroform 9 0.09 5.3E-01 8.6E+01 1.7E-07 2.1E-0474-87-3 Chloromethane 0.24 0.0024 -7.9E+01 6.1E-0675-71-8 Dichlorodifluoromethane 1.3 0.013 -8.8E+01 3.0E-0575-34-3 Dichloroethane, 1,1-41 0.41 7.7E+00 -5.3E-0875-35-4 Dichloroethylene, 1,1-6.9 0.069 - 1.8E+02 7.9E-05156-59-2 Dichloroethylene, 1,2-cis-24 0.24 - -156-60-5 Dichloroethylene, 1,2-trans---110-54-3 Hexane, N-4.3 0.043 -6.1E+02 1.4E-05591-78-6 Hexanone, 2--2.6E+0167-63-0 Isopropanol 2.1 0.021 - 1.8E+02 2.4E-0578-93-3 Methyl Ethyl Ketone (2-Butanone)2 0.02 -4.4E+03 9.1E-07108-10-1 Methyl Isobutyl Ketone (4-methyl-2-pentanone)-2.6E+0375-09-2 Methylene Chloride 0.52 0.0052 1.2E+03 5.3E+02 4.2E-12 2.0E-06100-42-5 Styrene 0.14 0.0014 -8.8E+02 3.2E-07127-18-4 Tetrachloroethylene 1700 17 4.7E+01 3.5E+01 3.6E-07 9.7E-02108-88-3 Toluene 3.1 0.031 -4.4E+03 1.4E-0676-13-1 Trichloro-1,2,2-trifluoroethane, 1,1,2-1.5 0.015 -2.6E+04 1.1E-0771-55-6 Trichloroethane, 1,1,1-420 4.2 -4.4E+03 1.9E-0479-00-5 Trichloroethane, 1,1,2-1.2 0.012 7.7E-01 1.8E-01 1.6E-08 1.4E-0279-01-6 Trichloroethylene 410 4.1 3.0E+00 1.8E+00 1.4E-06 4.7E-0175-69-4 Trichlorofluoromethane 2.8 0.028 - -95-63-6 Trimethylbenzene, 1,2,4--6.1E+00108-67-8 Trimethylbenzene, 1,3,5---108-38-3 Xylene, m-0.4 0.004 - 8.8E+01 9.1E-0695-47-6 Xylene, o-0.16 0.0016 - 8.8E+01 3.7E-06
Cumulative: 2.0E-06 5.8E-01
All concentrations are in ug/m3
Output Form 3E
Carcinogenic risk and hazard quotient cells highlighted in orange are associated with non-volatile chemicals. Since these chemicals do not pose a vapor intrusion risk, no risk values are calculated for these chemicals.
North Carolina DEQ Risk CalculatorAugust 2016 VersionBasis: May 2016 EPA RSL Table
SB-10
SB-2/VMP-2SB-1/VMP-1
SB-3/VMP-3
SB-5/VMP-5
SB-4/VMP-4
SB-6/VMP-6
SB-7/VMP-7 SB-8/VMP-8
SB-9
TMW-2
TMW-1
REVISION NO. 0
LEGEND
SITE PROPERTY BOUNDARY
RAILROAD SPURS
PERENNIAL STREAM
INTERMITTENT STREAM
EPHEMERAL STREAM
PROPOSED STORMWATERMANAGEMENT POND
PROPOSED BUILDING FOOTPRINT
APPROXIMATE LOCATION OFFORMER RELEASE/ IMPACTED AREA
TEMPORARY MONITORING WELLLOCATION
SOIL BORING LOCATION
CO-LOCATED SOIL BORING/SUB-SLAB VAPOR SAMPLELOCATION
JOB NO. LRC-004
DATE: 10-12-17
FIGURE NO. 2
UNDEVELOPED PARCEL1900 CONTINENTAL BOULEVARDCHARLOTTE, NORTH CAROLINA
SAMPLE LOCATION MAP
NOTES:
1. BASE MAP OBTAINED FROM MECKLENBURG CO. GIS(2014).
2. H&H CONDUCTED ASSESSMENT ON ACTIVITIES ONOCTOBER 13, 14, 17, & 20 2016.
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FORMER WASH RACKS(NFA 6/24/10)
PETROLEUM FREEPRODUCT IN MW-2 (2013)
FORMER BOILER DAY TANKS(NFA 6/24/10)
FORMER BUFFING DUST SHED-CHLORINATED VOCs IN SOIL &GROUNDWATER (NOT DELINEATED)
FORMER RAIL OFF-LOADING-CHLORINATED VOCs IN GROUNDWATER;IMPACTED SOIL MOSTLY REMOVED
FORMER NAPHTHA USTNFA - NORP (SOIL & GROUNDWATER 2003)
CONTINENTAL TIRENORTH AMERICA
SNYDER'S LANCE, INC.
SNAP A.V.
DEUFOL CHARLOTTE, LLC
OFFICES
OFFICE
FORMER TIRE SEALANTBULK CHEMICAL STORAGE
LOCATION OF ADDITIONALDEBRIS REMOVAL
LOCATION OF HAZARDOUSWASTE DRUMS (REMOVED)ZINC/ BURNED RUBBERLOCATION (REMOVED)
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
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Table 1
Summary of Waste and Confirmation Soil Analytical Results
REEP-LRC Project 11900 Continental BoulevardCharlotte, North CarolinaH&H Job No. LRC-006
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Summary of Groundwater Analytical Results
REEP-LRC Project 1
1900 Continental Boulevard
Charlotte, North Carolina
H&H Job No. LRC-006
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Table 4-2 Groundwater Results in 2018
MW001 MW002 MW002 MW003 MW004 MW005 MW006 MW009 MW01D MW02D MWEW1
MW001G-201801 MW002G-201801 MW002H-201801 MW003G-201801 MW004G-201801 MW005G-201801 MW006G-201801 MW009G-201801 MW01DG-201801 MW02DG-201801 MWEW1G-201801
02/21/2018 02/21/2018 02/21/2018 02/21/2018 02/21/2018 02/20/2018 02/20/2018 02/20/2018 02/20/2018 02/21/2018 02/21/2018
NNFDNNNNNN N N
WG WG WG WG WG WG WG WG WG WG WG
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Benzo(g,h,i)perylene 200 200 ug/l NA 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U
Benzo(k)fluoranthene 0.5 0.5 ug/l NA 0.22 J 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U
Benzoic acid 1700000 30000 ug/l NA 11 J 8.1 J 7.3 J 6.2 J 5.4 J 6 J 7.1 J 7.9 J 7.7 J 5.8 J
Benzyl alcohol 700000 ug/l NA 2 U 2 U 2 U 2 U 2 U 2 U 2 U 2 U 2 U 2 U
bis(2-Chloroethoxy)methane ug/l NA 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
bis(2-Chloroethyl)ether 30 0.03 ug/l NA 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U
bis(2-Ethylhexyl)phthalate 170 3 ug/l NA 1.7 0.54 J 0.19 U 0.19 U 0.19 U 0.37 J 0.35 J 2.3 0.19 U 1.1 J
Butylbenzylphthalate 1000 ug/l NA 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U
Chrysene 5 5 ug/l NA 0.67 J 0.27 J 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U
Di-n-butylphthalate 700 ug/l NA 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
Di-n-octylphthalate 100 ug/l NA 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U 0.07 U
Dibenz(a,h)anthracene 1.2 0.005 ug/l NA 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U
Dibenzofuran 28000 ug/l NA 1 J 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U
Diethylphthalate 6000 ug/l NA 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
Dimethylphthalate ug/l NA 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
Fluoranthene 300 300 ug/l NA 5.3 2.1 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.05 U 0.089 J
Fluorene 990 300 ug/l NA 1.8 0.89 J 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U
Hexachlorobenzene 0.02 ug/l NA 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Hexachlorobutadiene 400 0.4 ug/l NA 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U
Hexachlorocyclopentadiene ug/l NA 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U 0.14 U
Hexachloroethane ug/l NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l NA 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U
Isophorone 40 ug/l NA 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U 0.44 U
N-Nitroso-di-n-propylamine ug/l NA 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U
N-Nitrosodiphenylamine ug/l NA 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
Naphthalene 6000 6 ug/l NA 2.8 1.4 J 0.13 U 0.13 U 0.13 U 0.13 U 0.13 U 0.13 U 0.13 U 0.13 U
Nitrobenzene ug/l NA 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U
Pentachlorophenol 300 0.3 ug/l NA 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 2.9 J b
Phenanthrene 410 200 ug/l NA 6.6 1.1 J 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U 0.12 U
Phenol 30000 30 ug/l NA 4.5 3.5 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 7.5
Pyrene 200 200 ug/l NA 3.4 1.6 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.13 JHHydrocarbons via MADEP EPH and VPH
C9-C10 Aromatic Hydrocarbons 200 ug/l 5 U 17 J 27 5 U 5 U 5 U 5 U 5 U 5 U 5 U 5 U
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l NA 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U
C19-C36 Aliphatic Hydrocarbons 10000 ug/l NA 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U
C5-C8 Aliphatic Hydrocarbons 400 ug/l 15 U 16000 b 15000 b 970 b 15 U 15 U 15 U 15 U 19 J 15 U 58 J
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l NA NA NA NA NA NA NA NA NA NA NA
C9-C12 Aliphatic Hydrocarbons ug/l 15 U 80 110 15 U 15 U 15 U 15 U 15 U 15 U 15 U 15 U
C9-C18 Aliphatic Hydrocarbons 700 ug/l NA 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U
NNotes:
NC GW GCL = North Carolina Gross Contamination Levels for Groundwater, September 2014NC 2L GWQS = North Carolina 15A 2L Groundwater Quality Standards, April 1, 2013ug/L = Micrograms per liter
MADEP = Massachusetts Department of Environmental ProtectionVPH= Volatile petroleum hydrocarbonsEPH= Extractable Petroleum Hydrocarbons
N= Normal SampleFD= Field DuplicateWG= Groundwater
U = Not detected above laboratory detection limitNA= Not analyzedJ= Estimated concentration
BOLD = Analyte detected above laboratory detection limit
Yellow highlight and (a) or (b)= Exceeds NC GW GCL or NC 2L GWQS

Table 4-3
Historical Groundwater Results Through 2018
MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW002
MW001GW001 MW001GW111209 MW001GW052710 MW001GW090110 MW001G201303 MW001G-201403 MW001G-201503 MW001G-201603 MW001G-201702 MW001G-201801 MW002GW001
10/20/2009 11/12/2009 05/27/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015 03/29/2016 02/23/2017 02/21/2018 10/21/2009
NN N N NNNN N NN
WG WG WG WG WG WG WG WG WG WG WG
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l 0.41 U NA NA 0.21 U 0.027 U 0.027 U 0.027 U 0.21 U 0.4 U 0.4 U 10.9 b
Chlorobenzene 50000 50 ug/l 0.22 U NA NA 0.2 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U 0.13 U
1,2-Dichlorobenzene 20000 20 ug/l 4.78 U 4.53 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U 95.6 U
1,3-Dichlorobenzene 61500 200 ug/l 4.67 U 4.42 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U 93.3 U
1,4-Dichlorobenzene 6000 6 ug/l 4.89 U 4.63 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U 97.8 U
Ethylbenzene 84500 600 ug/l 0.35 U NA NA 0.2 U 0.17 U 0.17 U 0.17 U 0.21 U 0.4 U 0.4 U 7.52
Toluene 260000 600 ug/l 0.35 U NA NA 0.2 U 0.17 U 0.17 U 0.17 U 0.24 U 0.87 J 0.4 U 2.97 J
m+p Xylene ug/l NA NA NA NA NA NA NA NA NA NA 8.93
m,p-Xylene ug/l NA NA NA NA NA NA NA NA NA 0.4 U NA
o-Xylene ug/l NA NA NA NA NA NA NA NA NA 0.4 U 1.42 J
Xylene (Total) 85500 500 ug/l 0.73 U NA NA 0.54 U 0.17 U 0.17 U 0.17 U 0.32 U 0.4 U 0.5 U 10.5
OOrganics
1,1,1,2-Tetrachloroethane ug/l 0.2 U NA NA NA NA NA NA NA NA NA NA
1,1,1-Trichloroethane 200000 200 ug/l 0.19 U NA NA 0.22 U 0.029 U 0.029 U 0.029 U NA NA NA 0.13 U
1,1,2,2-Tetrachloroethane 200 0.2 ug/l 0.36 U NA NA 0.29 U 0.013 U 0.013 U 0.013 U NA NA NA 0.36 U
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l NA NA NA NA 0.3 U 0.3 U 0.3 U NA NA NA NA
1,1,2-Trichloroethane 600 ug/l 0.32 U NA NA 0.29 U 0.031 U 0.031 U 0.031 U NA NA NA 0.22 U
1,1-Dichloroethane 6000 6 ug/l 0.38 J NA NA 0.22 U 0.57 0.59 0.95 NA NA NA 3.99
1,1-Dichloroethene 350000 350 ug/l 0.39 J NA NA 2.3 13 25 32 NA NA NA 0.28 J
1,1-Dichloropropene ug/l 0.26 U NA NA 0.25 U NA NA NA NA NA NA NA
1,2,3-Trichlorobenzene ug/l 0.27 U NA NA 0.5 U NA NA NA NA NA NA NA
1,2,3-Trichloropropane 0.005 ug/l 0.47 U NA NA 0.37 U NA NA NA NA NA NA NA
1,2,4-Trichlorobenzene 70000 70 ug/l 3.67 U 3.47 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA NA NA 73.3 U
1,2,4-trimethylbenzene 28500 400 ug/l 0.32 U NA NA 0.22 U NA NA NA NA NA NA NA
1,2-Dibromo-3-Chloropropane 0.04 ug/l 0.86 U NA NA NA 0.069 U 0.069 U 0.069 U NA NA NA NA
1,2-Dibromoethane (EDB) 50 0.02 ug/l 0.46 U NA NA 0.23 U 0.061 U 0.061 U 0.061 U NA NA NA NA
1,2-Dichloroethane 400 0.4 ug/l 0.35 U NA NA 0.33 U 0.023 U 0.023 U 0.023 U NA NA NA 0.13 U
1,2-Dichloropropane 600 0.6 ug/l 0.24 U NA NA 0.27 U 0.16 0.081 U 0.37 J NA NA NA 0.21 U
1,3,5-trimethylbenzene 25000 400 ug/l 0.36 U NA NA 0.21 U NA NA NA NA NA NA NA
1,3-Dichloropropane 0.4 ug/l 0.27 U NA NA 0.28 U NA NA NA NA NA NA NA
1-Methyl naphthalene 1000 ug/l NA NA NA NA NA NA NA NA NA NA NA
2,2-Dichloropropane ug/l 0.3 U NA NA 0.37 U NA NA NA NA NA NA NA
2,2-Oxybis(1-chloropropane)ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
2,4,6-Trichlorophenol 4000 ug/l 4.11 U 3.89 U 0.97 U 1 U NA NA NA NA NA NA 82.2 U
2,4-Dichlorophenol 980 ug/l 4.67 U 4.42 U 0.97 U 1 U NA NA NA NA NA NA 93.3 U
2,4-Dimethylphenol 100000 100 ug/l 6.22 U 5.89 U 0.97 U 1 U NA NA NA NA NA NA 124 U
2,4-Dinitrophenol ug/l 3.78 U 3.58 U 9.7 U 10 U NA NA NA NA NA NA 75.6 U
2,4-Dinitrotoluene ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
2,6-Dinitrotoluene ug/l 3.78 U 3.58 U 0.97 U 1 U NA NA NA NA NA NA 75.6 U
2-Butanone (MEK)4000000 4000 ug/l 2.1 U NA NA 2 U 2 U 2 U 2 U NA NA NA NA
2-Chloronaphthalene ug/l 3.33 U 3.16 U 0.97 U 1 U NA NA NA NA NA NA 66.7 U
2-Chlorophenol 0.4 ug/l 2.78 U 2.63 U 0.97 U 1 U NA NA NA NA NA NA 55.6 U
2-Chlorotoluene 100 ug/l 0.51 U NA NA 0.25 U NA NA NA NA NA NA NA
2-Hexanone 40000 ug/l 1.4 U NA NA 5 U 0.27 U 0.27 U 0.27 U NA NA NA NA
2-Methyl-4,6-Dinitrophenol ug/l NA NA 0.97 U 1 U NA NA NA NA NA NA NA
2-Methylnaphthalene 12500 30 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 116 J b
2-Methylphenol (o-Cresol)400000 ug/l NA NA 0.97 U 1 U NA NA NA NA NA NA NA
2-Nitrophenol ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
3,3'-Dichlorobenzidine ug/l 2.89 U 2.74 U 1.9 U 2 U NA NA NA NA NA NA 57.8 U
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:

Table 4-3
Historical Groundwater Results Through 2018
MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW002
MW001GW001 MW001GW111209 MW001GW052710 MW001GW090110 MW001G201303 MW001G-201403 MW001G-201503 MW001G-201603 MW001G-201702 MW001G-201801 MW002GW001
10/20/2009 11/12/2009 05/27/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015 03/29/2016 02/23/2017 02/21/2018 10/21/2009
NN N N NNNN N NN
WG WG WG WG WG WG WG WG WG WG WG
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l NA NA 1.6 U 1.6 U NA NA NA NA NA NA NA
4,6-Dinitro-2-methylphenol-d2 ug/l 3.67 U 3.47 U NA NA NA NA NA NA NA NA 73.3 U
4-Bromophenyl-phenylether ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
4-Chloro-3-methylphenol ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
4-Chloroaniline ug/l NA NA 0.97 U 1 U NA NA NA NA NA NA NA
4-Chlorophenylphenyl ether ug/l 3.89 U 3.68 U 0.97 U 1 U NA NA NA NA NA NA 77.8 U
4-Chlorotoluene 7500 ug/l 0.51 U NA NA 0.23 U NA NA NA NA NA NA NA
4-Methyl-2-Pentanone (MIBK)100000 ug/l 1.4 U NA NA 2 U 0.31 U 0.31 U 0.31 U NA NA NA NA
4-Methylphenol (p-Cresol)ug/l NA NA NA NA NA NA NA NA NA NA NA
4-Nitrophenol ug/l 4.78 U 4.53 U 9.7 U 10 U NA NA NA NA NA NA 95.6 U
Acenaphthene 2120 80 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 510 b
Acenaphthylene 1965 200 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 22.2 U
Acetone 6000000 6000 ug/l 25 U NA NA 10 U 3.3 U 3.3 U 3.3 U NA NA NA NA
Acrolein ug/l NA NA NA NA NA NA NA NA NA NA 1.66 U
Acrylonitrile ug/l NA NA NA NA NA NA NA NA NA NA 0.92 U
Anthracene 2000 2000 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 1400
Azobenzene ug/l NA NA NA NA NA NA NA NA NA NA NA
Benzo(a)anthracene 4.7 0.05 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 1410 ab
Benzo(a)pyrene 0.81 0.005 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 623 ab
Benzo(b)fluoranthene 0.75 0.05 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 684 ab
Benzo(g,h,i)perylene 200 200 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 168 J
Benzo(k)fluoranthene 0.5 0.5 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 634 ab
Benzoic acid 1700000 30000 ug/l NA NA 9.7 U 10 U NA NA NA NA NA NA NA
Benzyl alcohol 700000 ug/l NA NA 0.97 U 1 U NA NA NA NA NA NA NA
bis(2-Chloroethoxy)methane ug/l 4.11 U 3.89 U 0.97 U 1 U NA NA NA NA NA NA 82.2 U
bis(2-Chloroethyl)ether 30 0.03 ug/l 5.22 U 4.95 U 0.97 U 1 U NA NA NA NA NA NA 104 U
bis(2-Ethylhexyl)phthalate 170 3 ug/l 3.78 U 3.58 U 1.9 U 2 U 1.7 U 1.7 U 1.7 U NA NA NA 7900 ab
Bromobenzene ug/l 0.36 U NA NA 0.21 U NA NA NA NA NA NA NA
Bromodichloromethane 0.6 ug/l 0.27 U NA NA 0.28 U 0.17 U 0.17 U 0.17 U NA NA NA 0.18 U
Bromoform 4000 4 ug/l 0.43 U NA NA 0.24 U 0.01 U 0.01 U 0.01 U NA NA NA 0.43 U
Bromomethane 10000 ug/l 0.3 U NA NA 0.78 U 0.2 U 0.2 U 0.2 U NA NA NA 0.3 U
Butylbenzylphthalate 1000 ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
Carbon disulfide 590000 700 ug/l 0.36 U NA NA NA 0.097 U 0.097 U 0.097 U NA NA NA NA
Carbon tetrachloride 0.3 ug/l 0.33 U NA NA 0.34 U 0.085 U 0.085 U 0.085 U NA NA NA 0.13 U
Chlorobromomethane ug/l 0.47 U NA NA 0.23 U NA NA NA NA NA NA NA
Chloroethane 3000 ug/l 0.46 U NA NA 0.51 U 0.17 U 0.17 U 0.17 U NA NA NA 0.25 U
Chloroform 70000 70 ug/l 0.25 U NA NA 6.9 0.17 U 0.17 U 0.07 U NA NA NA 0.21 U
Chloromethane 3000 3 ug/l 0.68 J NA NA 0.91 J 0.17 U 0.17 U 0.17 U NA NA NA 0.32 J
Chrysene 55ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 1200 ab
cis-1,2-Dichloroethene 70000 70 ug/l 0.33 U NA NA 0.32 U 0.22 0.24 J 0.82 NA NA NA 1.86
cis-1,3-Dichloropropene ug/l 0.33 U NA NA 0.2 U 0.09 U 0.09 U 0.09 U NA NA NA 0.21 U
Cyclohexane ug/l NA NA NA NA 0.3 U 0.3 U 0.3 U NA NA NA NA
Di-n-butylphthalate 700 ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
Di-n-octylphthalate 100 ug/l 3.56 U 3.37 U 0.97 U 1 U NA NA NA NA NA NA 71.1 U
Dibenz(a,h)anthracene 1.2 0.005 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 120 J ab
Dibenzofuran 28000 ug/l NA NA 0.97 U 1 U NA NA NA NA NA NA NA
Dibromochloromethane 400 0.4 ug/l 0.26 U NA NA 0.33 U 0.17 U 0.17 U 0.17 U NA NA NA 0.23 U
Dibromomethane ug/l 0.41 U NA NA NA NA NA NA NA NA NA NA
Dichlorodifluoromethane 140000 1000 ug/l 0.19 U NA NA 0.67 U 0.071 U 0.071 U 0.071 U NA NA NA 0.19 U
Diethylphthalate 6000 ug/l 3.67 U 3.47 U 1.9 U 2 U NA NA NA NA NA NA 73.3 U

Table 4-3
Historical Groundwater Results Through 2018
MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW002
MW001GW001 MW001GW111209 MW001GW052710 MW001GW090110 MW001G201303 MW001G-201403 MW001G-201503 MW001G-201603 MW001G-201702 MW001G-201801 MW002GW001
10/20/2009 11/12/2009 05/27/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015 03/29/2016 02/23/2017 02/21/2018 10/21/2009
NN N N NNNN N NN
WG WG WG WG WG WG WG WG WG WG WG
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l 3.67 U 3.47 U 1.1 U 1.1 U NA NA NA NA NA NA 73.3 U
Fluoranthene 300 300 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 4960 ab
Fluorene 990 300 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 743 b
Hexachlorobenzene 0.02 ug/l 3.89 U 3.68 U 0.97 U 1 U NA NA NA NA NA NA 77.8 U
Hexachlorobutadiene 400 0.4 ug/l 5.22 U 4.95 U 2.5 U 2.6 U NA NA NA NA NA NA 104 U
Hexachlorocyclopentadiene ug/l 3.67 U 3.47 U 4.8 U 4.9 U NA NA NA NA NA NA 73.3 U
Hexachloroethane ug/l 6.56 U 6.21 U 2.1 U 2.2 U NA NA NA NA NA NA 131 U
Hydrazine, 1,2-diphenyl ug/l 3.22 U 3.05 U 0.97 U 1 U NA NA NA NA NA NA 64.4 U
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 192 J ab
Isophorone 40 ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
Isopropyl ether 70000 70 ug/l NA NA NA 0.35 U NA NA NA NA NA NA NA
Isopropylbenzene 25000 70 ug/l 0.4 U NA NA 0.2 U 0.029 U 0.029 U 0.029 U NA NA NA NA
Methyl acetate ug/l NA NA NA NA 0.3 U 0.3 U 0.3 U NA NA NA NA
Methyl tert-butyl ether 20000 20 ug/l 0.32 U NA NA 0.25 U 0.17 0.1 J 0.18 J NA NA NA 27.1 b
Methylcyclohexane ug/l NA NA NA NA 0.95 U 0.95 U 0.95 U NA NA NA NA
Methylene chloride 5000 5 ug/l 0.48 U NA NA 2 U 0.17 U 0.17 U 0.17 U NA NA NA 0.26 B
n-Butylbenzene 6900 70 ug/l 0.31 U NA NA 0.24 U NA NA NA NA NA NA NA
N-Nitroso-di-n-propylamine ug/l 3.44 U 3.26 U 0.97 U 1 U NA NA NA NA NA NA 68.9 U
N-Nitrosodimethylamine 0.0007 ug/l 3.67 U 3.47 U NA NA NA NA NA NA NA NA 73.3 U
N-Nitrosodiphenylamine ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
n-Propylbenzene 30000 70 ug/l 0.39 U NA NA 0.2 U NA NA NA NA NA NA NA
Naphthalene 6000 6 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 311 b
Nitrobenzene ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
p-Isopropyltoluene 11700 ug/l 0.33 U NA NA 0.21 U NA NA NA NA NA NA NA
Pentachlorophenol 300 0.3 ug/l 3.67 U 3.47 U 9.7 U 10 U NA NA NA NA NA NA 73.3 U
Phenanthrene 410 200 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 5140 ab
Phenol 30000 30 ug/l 3.67 U 3.47 U 0.97 U 1 U NA NA NA NA NA NA 73.3 U
Pyrene 200 200 ug/l 1.11 U 1.05 U 0.97 U 1 U NA NA NA NA NA NA 3480 ab
sec-Butylbenzene 8500 70 ug/l 0.36 U NA NA 0.23 U NA NA NA NA NA NA NA
Styrene 70000 70 ug/l 0.26 U NA NA 0.2 U 0.015 U 0.015 U 0.015 U NA NA NA NA
tert-Butylbenzene 15000 70 ug/l 0.38 U NA NA 0.24 U NA NA NA NA NA NA NA
Tetrachloroethene 700 0.7 ug/l 0.32 U NA NA 0.44 U 0.014 U 0.014 U 0.014 U NA NA NA 0.31 J
trans-1,2-Dichloroethene 100000 100 ug/l 0.33 U NA NA 0.34 U 0.079 U 0.079 U 0.079 U NA NA NA 0.14 U
trans-1,3-Dichloropropene ug/l 0.33 U NA NA 0.22 U 0.18 U 0.18 U 0.18 U NA NA NA 0.25 U
Trichloroethene 3000 3 ug/l 0.26 U NA NA 0.24 U 0.024 U 0.024 U 0.024 U NA NA NA 0.61 J

Table 4-3
Historical Groundwater Results Through 2018
MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW001 MW002
MW001GW001 MW001GW111209 MW001GW052710 MW001GW090110 MW001G201303 MW001G-201403 MW001G-201503 MW001G-201603 MW001G-201702 MW001G-201801 MW002GW001
10/20/2009 11/12/2009 05/27/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015 03/29/2016 02/23/2017 02/21/2018 10/21/2009
NN N N NNNN N NN
WG WG WG WG WG WG WG WG WG WG WG
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l 0.22 U NA NA 0.47 J 0.051 U 0.051 U 0.051 U NA NA NA 0.22 U
Vinyl acetate 88000 ug/l NA NA NA 2.4 U NA NA NA NA NA NA NA
Vinyl chloride 30 0.03 ug/l 0.22 U NA NA 0.28 U 5.8 b 14 b 7 b NA NA NA 0.59 J b
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l NA NA NA NA NA NA NA NA NA NA 104 J
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l NA NA NA NA NA NA NA NA NA NA 132
C19-C36 Aliphatic Hydrocarbons 10000 ug/l NA NA NA NA NA NA NA NA NA NA 33.3 U
C5-C8 Aliphatic Hydrocarbons 400 ug/l NA NA NA NA NA NA NA NA NA 15 U 16000 b
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l NA NA NA NA NA NA NA NA NA NA 16000
C9-C10 Aromatic Hydrocarbons 200 ug/l NA NA NA NA NA NA NA NA NA 5 U 50 U
C9-C12 Aliphatic Hydrocarbons ug/l NA NA NA NA NA NA NA NA NA 15 U 50 U
C9-C18 Aliphatic Hydrocarbons 700 ug/l NA NA NA NA NA NA NA NA NA NA 17.8 U
IInorganics
Aluminum ug/l NA NA NA NA NA NA NA NA NA NA NA
Antimony ug/l NA NA NA NA NA NA NA NA NA NA NA
Arsenic 10 ug/l NA NA NA NA NA NA NA NA NA NA NA
Barium 700000 700 ug/l NA NA NA NA NA NA NA NA NA NA NA
Beryllium ug/l NA NA NA NA NA NA NA NA NA NA NA
Cadmium 2ug/lNA NA NA NA NA NA NA NA NA NA NA
Calcium ug/l NA NA NA NA NA NA NA NA NA NA NA
Chromium, Total 10 ug/l NA NA NA NA NA NA NA NA NA NA NA
Cobalt ug/l NA NA NA NA NA NA NA NA NA NA NA
Copper 10000 1000 ug/l NA NA NA NA NA NA NA NA NA NA NA
Iron 300 ug/l NA NA NA NA NA NA NA NA NA NA NA
Lead 15000 15 ug/l NA NA NA NA NA NA NA NA NA NA 2.4 J
Magnesium ug/l NA NA NA NA NA NA NA NA NA NA NA
Manganese 50 ug/l NA NA NA NA NA NA NA NA NA NA NA
Mercury 1ug/lNA NA NA NA NA NA NA NA NA NA NA
Nickel 100 ug/l NA NA NA NA NA NA NA NA NA NA NA
Potassium ug/l NA NA NA NA NA NA NA NA NA NA NA
Selenium 20 ug/l NA NA NA NA NA NA NA NA NA NA NA
Silver 20000 20 ug/l NA NA NA NA NA NA NA NA NA NA NA
Sodium ug/l NA NA NA NA NA NA NA NA NA NA NA
Vanadium ug/l NA NA NA NA NA NA NA NA NA NA NA
Zinc 1000 ug/l NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002
MW002GW111209 MW002GW052710 MW002GW090210 MW002G201303 MW002H201303 MW002G-201403 MW002H-201403 MW002G-201503 MW002H-201503 MW002G-201603 MW002H-201603
11/12/2009 05/27/2010 09/02/2010 03/13/2013 03/13/2013 03/19/2014 03/19/2014 03/17/2015 03/17/2015 03/30/2016 03/30/2016
N N N N FD N FD N FD N FD
WG WG WG WG WG WG WG WG WG WG WG
NA NA 10.6 b 9.1 b 9.7 b 10 b 11 b 18 J b 18 J b 10 b 11 b
NA NA 0.2 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
4.53 U 0.95 U 0.96 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
4.42 U 0.95 U 0.96 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
4.63 U 0.95 U 0.96 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA 8.9 6.7 6.6 3.4 U3.4 U8.5 U8.5 U6.4 6.3
NA NA 2.9 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U 2.9 J 2.8 J
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 11.2 6.9 6.9 3.4 U 3.4 U 8.5 U 8.5 U 4.8 J 5.1
NA NA NA NA NA NA NA NA NA NA NA
NA NA 0.22 U 0.58 U 0.58 U 0.58 U 0.58 U 1.4 U 1.4 U NA NA
NA NA 0.29 U 0.26 U 0.26 U 0.26 U 0.26 U 0.65 U 0.65 U NA NA
NA NA NA 6 U 6 U 6 U 6 U 15 U 15 U NA NA
NA NA 0.29 U 0.62 U 0.62 U 0.62 U 0.62 U 1.6 U 1.6 U NA NA
NA NA 2.2 1.1 U 1.1 U 1.1 U 1.1 U 2.7 U 2.7 U NA NA
NA NA 0.29 U 5.9 1.9 U 1.9 U 1.9 U 4.7 U 4.7 U NA NA
NA NA 0.25 U NA NA NA NA NA NA NA NA
NA NA 0.5 U NA NA NA NA NA NA NA NA
NA NA 0.37 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA 1.4 J NA NA NA NA NA NA NA NA
NA NA NA 1.4 U 1.4 U 1.4 U 1.4 U 3.5 U 3.5 U NA NA
NA NA 0.23 U 1.2 U 1.2 U 1.2 U 1.2 U 3.1 U 3.1 U NA NA
NA NA 0.33 U 0.47 U 0.47 U 0.47 U 0.47 U 1.2 U 1.2 U NA NA
NA NA 0.27 U 1.6 U 1.6 U 1.6 U 1.6 U 4.1 U 4.1 U NA NA
NA NA 0.54 J NA NA NA NA NA NA NA NA
NA NA 0.28 U NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 0.37 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.89 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
4.42 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
5.89 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.58 U 9.5 U 9.6 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.58 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 2080 41 U 41 U 41 U 41 U 100 U 100 U NA NA
3.16 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
2.63 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.25 U NA NA NA NA NA NA NA NA
NA NA 5 U 5.5 U 5.5 U 5.5 U 5.5 U 14 U 14 U NA NA
NA 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
2.74 U 1.9 U 1.9 U NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002
MW002GW111209 MW002GW052710 MW002GW090210 MW002G201303 MW002H201303 MW002G-201403 MW002H-201403 MW002G-201503 MW002H-201503 MW002G-201603 MW002H-201603
11/12/2009 05/27/2010 09/02/2010 03/13/2013 03/13/2013 03/19/2014 03/19/2014 03/17/2015 03/17/2015 03/30/2016 03/30/2016
N N N N FD N FD N FD N FD
WG WG WG WG WG WG WG WG WG WG WG
NA 1.5 U 1.5 J NA NA NA NA NA NA NA NA
3.47 U NA NA NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.68 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.23 U NA NA NA NA NA NA NA NA
NA NA 7.4 6.2 U 6.2 U 6.2 U 6.2 U 16 U 16 U NA NA
NA NA NA NA NA NA NA NA NA NA NA
4.53 U 9.5 U 9.6 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 10.2 J 66 U 66 U 66 U 66 U 170 U 170 U NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA 9.5 U 9.6 U NA NA NA NA NA NA NA NA
NA 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.89 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
4.95 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
29.3 b 5.5 b 4.9 b 1.7 U 1.8 U 1.7 U 1.7 U 1.7 U NA NA NA
NA NA 0.21 U NA NA NA NA NA NA NA NA
NA NA 0.28 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA 0.24 U 0.2 U 0.2 U 0.2 U 0.2 U 0.51 U 0.51 U NA NA
NA NA 0.78 U 4.1 U 4.1 U 4.1 U 4.1 U 10 U 10 U NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA NA 1.9 U 1.9 U 1.9 U 1.9 U 4.9 U 4.9 U NA NA
NA NA 0.34 U 1.7 U 1.7 U 1.7 U 1.7 U 4.3 U 4.3 U NA NA
NA NA 0.23 U NA NA NA NA NA NA NA NA
NA NA 0.51 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA 0.25 U 3.4 U 3.4 U 3.4 U 3.4 U 3.5 U 3.5 U NA NA
NA NA 0.5 U 3.5 U 3.5 U 3.5 U 3.5 U 8.7 U 8.7 U NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.32 U 1.7 U 1.7 U 1.7 U 1.7 U 4.4 U 4.4 U NA NA
NA NA 0.2 U 1.8 U 1.8 U 1.8 U 1.8 U 4.5 U 4.5 U NA NA
NA NA NA 1500 1600 2200 1800 2300 2000 NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.37 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.33 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 0.67 U 1.4 U 1.4 U 1.4 U 1.4 U 3.5 U 3.5 U NA NA
3.47 U 1.9 U 2.7 J NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002
MW002GW111209 MW002GW052710 MW002GW090210 MW002G201303 MW002H201303 MW002G-201403 MW002H-201403 MW002G-201503 MW002H-201503 MW002G-201603 MW002H-201603
11/12/2009 05/27/2010 09/02/2010 03/13/2013 03/13/2013 03/19/2014 03/19/2014 03/17/2015 03/17/2015 03/30/2016 03/30/2016
N N N N FD N FD N FD N FD
WG WG WG WG WG WG WG WG WG WG WG
3.47 U 1 U 1.1 U NA NA NA NA NA NA NA NA
1.05 U 1.1 J 3.3 J NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.99 J NA NA NA NA NA NA NA NA
3.68 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
4.95 U 2.5 U 2.5 U NA NA NA NA NA NA NA NA
3.47 U 4.7 U 4.7 U NA NA NA NA NA NA NA NA
6.21 U 2.1 U 2.1 U NA NA NA NA NA NA NA NA
3.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.35 U NA NA NA NA NA NA NA NA
NA NA 0.33 J 0.58 U 0.58 U 0.58 U 0.58 U 1.4 U 1.4 U NA NA
NA NA NA 6 U 6 U 6 U 6 U 15 U 15 U NA NA
NA NA 0.25 U 0.38 U 0.38 U 0.38 U 0.38 U 0.95 U 0.95 U NA NA
NA NA NA 110 130 150 150 160 J 140 J NA NA
NA NA 2 U 3.4 U 3.4 U 3.4 U 3.4 U 8.5 U 8.5 U NA NA
NA NA 0.24 U NA NA NA NA NA NA NA NA
3.26 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
3.47 U NA NA NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.24 J NA NA NA NA NA NA NA NA
1.05 U 1.8 J 3.1 J NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
NA NA 0.41 J NA NA NA NA NA NA NA NA
3.47 U 9.5 U 9.6 U NA NA NA NA NA NA NA NA
1.05 U 2.1 J 5.3 NA NA NA NA NA NA NA NA
3.47 U 0.95 U 0.96 U NA NA NA NA NA NA NA NA
1.05 U 0.95 U 2.3 J NA NA NA NA NA NA NA NA
NA NA 0.23 U NA NA NA NA NA NA NA NA
NA NA 0.2 U 0.3 U 0.3 U 0.3 U 0.3 U 0.75 U 0.75 U NA NA
NA NA 0.24 U NA NA NA NA NA NA NA NA
NA NA 0.44 U 0.29 U 0.29 U 0.29 U 0.29 U 0.72 U 0.72 U NA NA
NA NA 0.34 U 1.6 U 1.6 U 1.6 U 1.6 U 4 U 4 U NA NA
NA NA 0.22 U 3.6 U 3.6 U 3.6 U 3.6 U 9 U 9 U NA NA
NA NA 1.1 0.49 U 0.49 U 0.49 U 0.49 U 1.2 U 1.2 U NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002 MW002
MW002GW111209 MW002GW052710 MW002GW090210 MW002G201303 MW002H201303 MW002G-201403 MW002H-201403 MW002G-201503 MW002H-201503 MW002G-201603 MW002H-201603
11/12/2009 05/27/2010 09/02/2010 03/13/2013 03/13/2013 03/19/2014 03/19/2014 03/17/2015 03/17/2015 03/30/2016 03/30/2016
N N N N FD N FD N FD N FD
WG WG WG WG WG WG WG WG WG WG WG
NA NA 0.4 U 1 U 1 U 1 U 1 U 2.5 U 2.5 U NA NA
NA NA 2.4 U NA NA NA NA NA NA NA NA
NA NA 0.45 J b 1.3 U 1.3 U 1.3 U 1.3 U 3.3 U 3.3 U NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW002 MW002 MW002 MW002 MW003 MW003 MW003 MW003 MW003 MW003
MW002G-201702 MW002H-201702 MW002G-201801 MW002H-201801 MW003GW001-101409 MW003HW001-101409 MW003GW090110 MW003G201303 MW003H201303 MW003G-201403
02/24/2017 02/24/2017 02/21/2018 02/21/2018 10/14/2009 10/14/2009 09/01/2010 03/12/2013 03/12/2013 03/18/2014
NFDNFD N FD N NFDN
WG WG WG WG WG WG WG WG WG WG
17 b 15 b 12 J b 11 J b 0.63 J 0.64 J 0.21 U 0.54 U 0.54 U 1.4 U
NA NA 8 U 8 U 0.22 U 0.22 U 0.2 U 3.4 U 3.4 U 8.5 U
NA NA 8 U 8 U 0.4 U 0.4 U 1 U 3.4 U 3.4 U 8.5 U
NA NA 8 U 8 U 0.32 U 0.32 U 1 U 3.4 U 3.4 U 8.5 U
NA NA 8 U 8 U 0.43 U 0.43 U 1 U 3.4 U 3.4 U 8.5 U
7.1 7 11 J 12 J 0.35 U 0.35 U 0.2 U 3.4 U 3.4 U 8.5 U
3.9 J 3.5 J 8 U 8 U 0.35 U 0.35 U 0.2 U 3.4 U 3.4 U 8.5 U
NA NA NA NA NA NA NA NA NA NA
NA NA 8 U 8.8 J NA NA NA NA NA NA
NA NA 8 U 8 U NA NA NA NA NA NA
7 7.3 10 U 10 U 0.73 U 0.73 U 0.54 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.2 U 0.2 U NA NA NA NA
NA NA NA NA 9.57 9.94 50.2 20 20 1.4 U
NA NA NA NA 0.36 U 0.36 U 0.29 U 0.26 U 0.26 U 0.65 U
NA NA NA NA NA NA NA 6 U 6 U 15 U
NA NA NA NA 0.55 J 0.55 J 7.4 0.62 U 0.62 U 1.6 U
NA NA NA NA 63.7 b 64.6 b 494 b 360 b 350 b 430 b
NA NA NA NA 902 b 841 b 3220 b 2600 b 2600 b 3500 b
NA NA NA NA 0.26 U 0.26 U 0.25 U NA NA NA
NA NA NA NA 0.27 U 0.27 U 0.5 U NA NA NA
NA NA NA NA 0.47 U 0.47 U 0.37 U NA NA NA
NA NA 0.57 U 0.57 U 0.36 U 0.36 U 1 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.32 U 0.32 U 0.22 U NA NA NA
NA NA NA NA 0.86 U 0.86 U NA 1.4 U 1.4 U 3.5 U
NA NA NA NA 0.46 U 0.46 U 0.23 U 1.2 U 1.2 U 3.1 U
NA NA NA NA 0.35 U 9.94 b 195 b 65 b 62 b 58 b
NA NA NA NA 0.24 U 0.24 U 0.27 U 1.6 U 1.6 U 4.1 U
NA NA NA NA 0.36 U 0.36 U 0.21 U NA NA NA
NA NA NA NA 0.27 U 0.27 U 0.28 U NA NA NA
NA NA 0.4 U 0.4 U NA NA NA NA NA NA
NA NA NA NA 0.3 U 0.3 U 0.37 U NA NA NA
NA NA 0.49 U 0.49 U NA NA 1 U NA NA NA
NA NA 0.44 U 0.44 U NA NA 1 U NA NA NA
NA NA 0.7 U 0.7 U NA NA 1 U NA NA NA
NA NA 0.62 U 0.62 U NA NA 1 U NA NA NA
NA NA 0.65 U 0.65 U NA NA 10 U NA NA NA
NA NA NA NA NA NA 1 U NA NA NA
NA NA NA NA NA NA 1 U NA NA NA
NA NA NA NA 2.1 U 2.1 U 2 U 41 U 41 U 100 U
NA NA 0.4 U 0.4 U NA NA 1 U NA NA NA
NA NA 0.34 U 0.34 U NA NA 1 U NA NA NA
NA NA NA NA 0.51 U 0.51 U 0.25 U NA NA NA
NA NA NA NA 1.4 U 1.4 U 5 U 5.5 U 5.5 U 14 U
NA NA 0.69 U 0.69 U NA NA 1 U NA NA NA
NA NA 0.4 U 0.4 U NA NA 1 U NA NA NA
NA NA 0.67 U 0.67 U NA NA 1 U NA NA NA
NA NA 0.88 U 0.88 U NA NA 1 U NA NA NA
NA NA 1.6 U 1.6 U NA NA 2 U NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW002 MW002 MW002 MW002 MW003 MW003 MW003 MW003 MW003 MW003
MW002G-201702 MW002H-201702 MW002G-201801 MW002H-201801 MW003GW001-101409 MW003HW001-101409 MW003GW090110 MW003G201303 MW003H201303 MW003G-201403
02/24/2017 02/24/2017 02/21/2018 02/21/2018 10/14/2009 10/14/2009 09/01/2010 03/12/2013 03/12/2013 03/18/2014
NFDNFD N FD N NFDN
WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA NA 1.6 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA 0.16 U 0.16 U NA NA 1 U NA NA NA
NA NA 0.4 U 0.4 U NA NA 1 U NA NA NA
NA NA 1 U 1 U NA NA 1 U NA NA NA
NA NA 0.21 U 0.21 U NA NA 1 U NA NA NA
NA NA NA NA 0.51 U 0.51 U 0.23 U NA NA NA
NA NA NA NA 1.4 U 1.4 U 2 U 6.2 U 6.2 U 16 U
NA NA 1.5 U 4.9 NA NA NA NA NA NA
NA NA 1.2 U 1.2 U NA NA 10 U NA NA NA
NA NA 1.1 J 0.68 J NA NA 1 U NA NA NA
NA NA 0.06 U 0.06 U NA NA 1 U NA NA NA
NA NA NA NA 25 U 25 U 10 U 66 U 66 U 170 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA 1.5 J 0.72 J NA NA 1 U NA NA NA
NA NA 0.12 U 0.12 U NA NA NA NA NA NA
NA NA 1.2 J b 0.5 J b NA NA 1 U NA NA NA
NA NA 0.31 J b 0.13 J b NA NA 1 U NA NA NA
NA NA 0.56 J b 0.05 U NA NA 1 U NA NA NA
NA NA 0.12 U 0.12 U NA NA 1 U NA NA NA
NA NA 0.22 J 0.07 U NA NA 1 U NA NA NA
NA NA 11 J 8.1 J NA NA 10 U NA NA NA
NA NA 2 U 2 U NA NA 1 U NA NA NA
NA NA 0.48 U 0.48 U NA NA 1 U NA NA NA
NA NA 0.5 U 0.5 U NA NA 1 U NA NA NA
NA NA 1.7 0.54 J NA NA 2 U 1.7 U 1.7 U 1.7 U
NA NA NA NA 0.36 U 0.36 U 0.21 U NA NA NA
NA NA NA NA 0.27 U 0.27 U 0.28 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.43 U 0.43 U 0.24 U 0.2 U 0.2 U 0.51 U
NA NA NA NA 0.3 U 0.3 U 0.78 U 4.1 U 4.1 U 10 U
NA NA 0.15 U 0.15 U NA NA 1 U NA NA NA
NA NA NA NA 0.36 U 0.36 U NA 1.9 U 1.9 U 4.9 U
NA NA NA NA 0.33 U 0.33 U 0.76 J b 1.7 U 1.7 U 4.3 U
NA NA NA NA 0.47 U 0.47 U 0.23 U NA NA NA
NA NA NA NA 0.46 U 0.46 U 0.51 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.73 J 0.74 J 3.7 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.39 U 0.39 U 0.5 U 3.5 U 3.5 U 8.7 U
NA NA 0.67 J 0.27 J NA NA 1 U NA NA NA
NA NA NA NA 3.97 4.17 33.9 20 21 21 J
NA NA NA NA 0.33 U 0.33 U 0.2 U 1.8 U 1.8 U 4.5 U
NA NA NA NA NA NA NA 6 U 6 U 15 U
NA NA 0.26 U 0.26 U NA NA 1 U NA NA NA
NA NA 0.07 U 0.07 U NA NA 1 U NA NA NA
NA NA 0.11 U 0.11 U NA NA 1 U NA NA NA
NA NA 1 J 1 U NA NA 1 U NA NA NA
NA NA NA NA 0.26 U 0.26 U 0.33 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.41 U 0.41 U NA NA NA NA
NA NA NA NA 0.19 U 0.19 U 0.67 U 1.4 U 1.4 U 3.5 U
NA NA 0.19 U 0.19 U NA NA 2 U NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW002 MW002 MW002 MW002 MW003 MW003 MW003 MW003 MW003 MW003
MW002G-201702 MW002H-201702 MW002G-201801 MW002H-201801 MW003GW001-101409 MW003HW001-101409 MW003GW090110 MW003G201303 MW003H201303 MW003G-201403
02/24/2017 02/24/2017 02/21/2018 02/21/2018 10/14/2009 10/14/2009 09/01/2010 03/12/2013 03/12/2013 03/18/2014
NFDNFD N FD N NFDN
WG WG WG WG WG WG WG WG WG WG
NA NA 0.21 U 0.21 U NA NA 1.1 U NA NA NA
NA NA 5.3 2.1 NA NA 1 U NA NA NA
NA NA 1.8 0.89 J NA NA 1 U NA NA NA
NA NA 0.39 U 0.39 U NA NA 1 U NA NA NA
NA NA 0.47 U 0.47 U 0.79 U 0.79 U 2.6 U NA NA NA
NA NA 0.14 U 0.14 U NA NA 4.9 U NA NA NA
NA NA 0.53 U 0.53 U NA NA 2.2 U NA NA NA
NA NA NA NA NA NA 1 U NA NA NA
NA NA 0.11 U 0.11 U NA NA 1 U NA NA NA
NA NA 0.44 U 0.44 U NA NA 1 U NA NA NA
NA NA NA NA NA NA 0.35 U NA NA NA
NA NA NA NA 0.4 U 0.4 U 0.2 U 0.58 U 0.58 U 1.4 U
NA NA NA NA NA NA NA 6 U 6 U 15 U
NA NA NA NA 0.32 U 0.32 U 0.25 U 0.38 U 0.38 U 0.95 U
NA NA NA NA NA NA NA 19 U 19 U 48 U
NA NA NA NA 28.7 b 25.5 b 2 U 3.4 U 3.4 U 8.5 U
NA NA NA NA 0.31 U 0.31 U 0.24 U NA NA NA
NA NA 0.15 U 0.15 U NA NA 1 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA 0.25 U 0.25 U NA NA 1 U NA NA NA
NA NA NA NA 0.39 U 0.39 U 0.2 U NA NA NA
NA NA 2.8 1.4 J 0.38 U 0.38 U 1 U NA NA NA
NA NA 1.1 U 1.1 U NA NA 1 U NA NA NA
NA NA NA NA 0.33 U 0.33 U 0.21 U NA NA NA
NA NA 1.4 U 1.4 U NA NA 10 U NA NA NA
NA NA 6.6 1.1 J NA NA 1 U NA NA NA
NA NA 4.5 3.5 NA NA 1 U NA NA NA
NA NA 3.4 1.6 NA NA 1 U NA NA NA
NA NA NA NA 0.36 U 0.36 U 0.23 U NA NA NA
NA NA NA NA 0.26 U 0.26 U 0.2 U 0.3 U 0.3 U 0.75 U
NA NA NA NA 0.38 U 0.38 U 0.24 U NA NA NA
NA NA NA NA 5.51 b 5.82 b 3 b 3.9 b 0.29 U 0.72 U
NA NA NA NA 0.33 U 0.33 U 0.48 J 1.6 U 1.6 U 4 U
NA NA NA NA 0.33 U 0.33 U 0.22 U 3.6 U 3.6 U 9 U
NA NA NA NA 13.4 b 14 b 70.4 b 45 b 43 b 48 b

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW002 MW002 MW002 MW002 MW003 MW003 MW003 MW003 MW003 MW003
MW002G-201702 MW002H-201702 MW002G-201801 MW002H-201801 MW003GW001-101409 MW003HW001-101409 MW003GW090110 MW003G201303 MW003H201303 MW003G-201403
02/24/2017 02/24/2017 02/21/2018 02/21/2018 10/14/2009 10/14/2009 09/01/2010 03/12/2013 03/12/2013 03/18/2014
NFDNFD N FD N NFDN
WG WG WG WG WG WG WG WG WG WG
NA NA NA NA 17.1 18.1 71.4 47 48 54
NA NA NA NA NA NA 2.4 U NA NA NA
NA NA NA NA 1.59 b 1.66 b 13.8 b 9.8 b 9.6 b 3.3 U
NA NA NA NA NA NA NA NA NA NA
NA NA 100 U 100 U NA NA NA NA NA NA
NA NA 100 U 100 U NA NA NA NA NA NA
NA NA 16000 b 15000 b NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA 17 J 27 NA NA NA NA NA NA
NA NA 80 110 NA NA NA NA NA NA
NA NA 100 U 100 U NA NA NA NA NA NA
NA NA NA NA 160 233 NA NA NA NA
NA NA NA NA 2.1 U 2.8 J NA NA NA NA
NA NA NA NA 3.6 U 3.6 U NA NA NA NA
NA NA NA NA 282 292 NA NA NA NA
NA NA NA NA 1 U 1 U NA NA NA NA
NA NA NA NA 0.6 U 0.6 U NA NA NA NA
NA NA NA NA 28800 28800 NA NA NA NA
NA NA NA NA 2.6 U 4.3 J NA NA NA NA
NA NA NA NA 5 U 5 U NA NA NA NA
NA NA NA NA 2.6 J 2.1 U NA NA NA NA
NA NA NA NA 351 b 470 b NA NA NA NA
NA NA NA NA 11.2 10.7 NA NA NA NA
NA NA NA NA 14300 14100 NA NA NA NA
NA NA NA NA 77.5 b 77.6 b NA NA NA NA
NA NA NA NA 0.1 U 0.1 U NA NA NA NA
NA NA NA NA 7.4 J 9.8 J NA NA NA NA
NA NA NA NA 3120 3240 NA NA NA NA
NA NA NA NA 3.9 U 3.9 U NA NA NA NA
NA NA NA NA 2.8 U 2.8 U NA NA NA NA
NA NA NA NA 12900 12600 NA NA NA NA
NA NA NA NA 5 U 5 U NA NA NA NA
NA NA NA NA 5 U 6.7 J NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW003 MW003 MW003 MW003 MW004 MW004 MW004 MW004 MW004 MW004 MW004
MW003G-201503 MW003G-201603 MW003G-201702 MW003G-201801 MW004GW111109 MW004GW052710 MW004GW090110 MW004HW090110 MW004G201303 MW004G-201403 MW004G-201503
03/17/2015 03/30/2016 02/24/2017 02/21/2018 11/11/2009 05/27/2010 09/01/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015
NNNN N N N FDNNN
WG WG WG WG WG WG WG WG WG WG WG
0.4 J 0.35 J 0.43 J 0.4 U NA NA 0.21 U 0.21 U 0.027 U 0.027 U 0.027 U
0.17 U NA NA 0.4 U NA NA 0.2 U 0.2 U 0.17 U 0.17 U 0.17 U
0.17 U NA NA 0.46 U 4.3 U 0.97 U 0.98 U 0.97 U 0.17 U 0.17 U 0.17 U
0.17 U NA NA 0.4 U 4.2 U 0.97 U 0.98 U 0.97 U 0.17 U 0.17 U 0.17 U
0.17 U NA NA 0.41 U 4.4 U 0.97 U 0.98 U 0.97 U 0.17 U 0.17 U 0.17 U
0.17 U 0.21 U 0.4 U 0.4 U NA NA 0.2 U 0.2 U 0.17 U 0.17 U 0.17 U
0.17 U 0.24 U 0.4 U 0.4 U NA NA 0.2 U 0.2 U 0.17 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
0.17 U 0.32 U 0.4 U 0.5 U NA NA 0.54 U 0.54 U 0.17 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
12 NA NA NA NA NA 0.22 U 0.22 U 0.029 U 0.029 U 0.029 U
0.013 U NA NA NA NA NA 0.29 U 0.29 U 0.013 U 0.013 U 0.013 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U
1.9 NA NA NA NA NA 0.29 U 0.29 U 0.031 U 0.031 U 0.031 U
330 b NA NA NA NA NA 8.4 b 15.1 b 0.054 U 0.054 U 0.054 U
3200 b NA NA NA NA NA 0.29 U 0.29 U 3.7 5.7 2.4
NA NA NA NA NA NA 0.25 U 0.25 U NA NA NA
NA NA NA NA NA NA 0.5 U 0.5 U NA NA NA
NA NA NA NA NA NA 0.37 U 0.37 U NA NA NA
0.17 U NA NA 0.57 U 3.3 U 0.97 U 0.98 U 0.97 U 0.17 U 0.17 U 0.17 U
NA NA NA NA NA NA 0.22 U 0.22 U NA NA NA
0.069 U NA NA NA NA NA NA NA 0.069 U 0.069 U 0.069 U
0.061 U NA NA NA NA NA 0.23 U 0.23 U 0.061 U 0.061 U 0.061 U
27 b NA NA NA NA NA 0.33 U 0.33 U 0.023 U 0.023 U 0.023 U
0.081 U NA NA NA NA NA 0.27 U 0.27 U 0.081 U 0.081 U 0.081 U
NA NA NA NA NA NA 0.21 U 0.21 U NA NA NA
NA NA NA NA NA NA 0.28 U 0.28 U NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
NA NA NA NA NA NA 0.37 U 0.37 U NA NA NA
NA NA NA 0.49 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.44 U 3.7 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.7 U 4.2 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.62 U 5.6 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.65 U 3.4 U 9.7 U 9.8 U 9.7 U NA NA NA
NA NA NA NA 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA 3.4 U 0.97 U 0.98 U 0.97 U NA NA NA
2 U NA NA NA NA NA 2 U 2 U 2 U 2 U 2 U
NA NA NA 0.4 U 3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.34 U 2.5 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.25 U 0.25 U NA NA NA
0.27 U NA NA NA NA NA 5 U 5 U 0.27 U 0.27 U 0.27 U
NA NA NA 0.69 U NA 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.4 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.67 U NA 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.88 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 1.6 U 2.6 U 1.9 U 2 U 1.9 U NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW003 MW003 MW003 MW003 MW004 MW004 MW004 MW004 MW004 MW004 MW004
MW003G-201503 MW003G-201603 MW003G-201702 MW003G-201801 MW004GW111109 MW004GW052710 MW004GW090110 MW004HW090110 MW004G201303 MW004G-201403 MW004G-201503
03/17/2015 03/30/2016 02/24/2017 02/21/2018 11/11/2009 05/27/2010 09/01/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015
NNNN N N N FDNNN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA 1.6 U 1.6 U 1.6 U NA NA NA
NA NA NA NA 3.3 U NA NA NA NA NA NA
NA NA NA 0.16 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.4 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 1 U NA 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.21 U 3.5 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.23 U 0.23 U NA NA NA
0.31 U NA NA NA NA NA 2 U 2 U 0.31 U 0.31 U 0.31 U
NA NA NA 1.5 U NA NA NA NA NA NA NA
NA NA NA 1.2 U 4.3 U 9.7 U 9.8 U 9.7 U NA NA NA
NA NA NA 0.11 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.06 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
3.3 U NA NA NA NA NA 10 U 10 U 3.3 U 3.3 U 3.3 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.06 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.12 U NA NA NA NA NA NA NA
NA NA NA 0.07 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.04 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.05 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.12 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.07 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 7.3 J NA 9.7 U 9.8 U 9.7 U NA NA NA
NA NA NA 2 U NA 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.48 U 3.7 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.5 U 4.7 U 0.97 U 0.98 U 0.97 U NA NA NA
1.7 U NA NA 0.19 U 3.4 U 1.9 U 2 U 1.9 U 1.8 U 1.7 U 1.7 U
NA NA NA NA NA NA 0.21 U 0.21 U NA NA NA
0.17 U NA NA NA NA NA 0.28 U 0.28 U 0.17 U 0.17 U 0.17 U
0.01 U NA NA NA NA NA 0.24 U 0.24 U 0.01 U 0.01 U 0.01 U
0.2 U NA NA NA NA NA 0.78 U 0.78 U 0.2 U 0.2 U 0.2 U
NA NA NA 0.15 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
0.097 U NA NA NA NA NA NA NA 0.097 U 0.097 U 0.097 U
0.58 b NA NA NA NA NA 0.34 U 0.34 U 0.085 U 0.085 U 0.085 U
NA NA NA NA NA NA 0.23 U 0.23 U NA NA NA
0.17 U NA NA NA NA NA 0.51 U 0.51 U 0.17 U 0.17 U 0.17 U
2.7 NA NA NA NA NA 0.25 U 0.25 U 0.17 U 0.17 U 0.07 U
0.17 U NA NA NA NA NA 0.5 U 0.5 U 0.17 U 0.17 U 0.17 U
NA NA NA 0.05 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
20 NA NA NA NA NA 1.7 3.7 0.087 U 0.087 U 0.087 U
0.09 U NA NA NA NA NA 0.2 U 0.2 U 0.09 U 0.09 U 0.09 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U
NA NA NA 0.26 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.07 U 3.2 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.11 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 1 U NA 0.97 U 0.98 U 0.97 U NA NA NA
0.17 U NA NA NA NA NA 0.33 U 0.33 U 0.17 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
0.071 U NA NA NA NA NA 0.67 U 0.67 U 0.071 U 0.071 U 0.071 U
NA NA NA 0.19 U 3.3 U 1.9 U 2 U 1.9 U NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW003 MW003 MW003 MW003 MW004 MW004 MW004 MW004 MW004 MW004 MW004
MW003G-201503 MW003G-201603 MW003G-201702 MW003G-201801 MW004GW111109 MW004GW052710 MW004GW090110 MW004HW090110 MW004G201303 MW004G-201403 MW004G-201503
03/17/2015 03/30/2016 02/24/2017 02/21/2018 11/11/2009 05/27/2010 09/01/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015
NNNN N N N FDNNN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA 0.21 U 3.3 U 1.1 U 1.1 U 1.1 U NA NA NA
NA NA NA 0.05 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.06 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.39 U 3.5 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.47 U 4.7 U 2.5 U 2.5 U 2.5 U NA NA NA
NA NA NA 0.14 U 3.3 U 4.8 U 4.8 U 4.8 U NA NA NA
NA NA NA 0.53 U 5.9 U 2.1 U 2.2 U 2.1 U NA NA NA
NA NA NA NA 2.9 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.11 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.44 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.35 U 0.35 U NA NA NA
0.029 U NA NA NA NA NA 0.2 U 0.2 U 0.029 U 0.029 U 0.029 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U
0.019 U NA NA NA NA NA 0.25 U 0.25 U 0.019 U 0.019 U 0.019 U
0.95 U NA NA NA NA NA NA NA 0.95 U 0.95 U 0.95 U
0.56 NA NA NA NA NA 2 U 2 U 0.17 U 0.17 U 0.17 U
NA NA NA NA NA NA 0.24 U 0.24 U NA NA NA
NA NA NA 0.15 U 3.1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA 3.3 U NA NA NA NA NA NA
NA NA NA 0.25 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.2 U 0.2 U NA NA NA
NA NA NA 0.13 U 1 U 0.97 U 1 U 1 U NA NA NA
NA NA NA 1.1 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.21 U 0.21 U NA NA NA
NA NA NA 1.4 U 3.3 U 9.7 U 9.8 U 9.7 U NA NA NA
NA NA NA 0.12 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.22 U 3.3 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA 0.06 U 1 U 0.97 U 0.98 U 0.97 U NA NA NA
NA NA NA NA NA NA 0.23 U 0.23 U NA NA NA
0.015 U NA NA NA NA NA 0.2 U 0.2 U 0.015 U 0.015 U 0.015 U
NA NA NA NA NA NA 0.24 U 0.24 U NA NA NA
4.1 b NA NA NA NA NA 0.44 U 0.44 U 0.014 U 0.014 U 0.014 U
0.079 U NA NA NA NA NA 0.34 U 0.34 U 0.079 U 0.079 U 0.079 U
0.18 U NA NA NA NA NA 0.22 U 0.22 U 0.18 U 0.18 U 0.18 U
42 b NA NA NA NA NA 0.24 U 0.35 J 0.024 U 0.024 U 0.024 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW003 MW003 MW003 MW003 MW004 MW004 MW004 MW004 MW004 MW004 MW004
MW003G-201503 MW003G-201603 MW003G-201702 MW003G-201801 MW004GW111109 MW004GW052710 MW004GW090110 MW004HW090110 MW004G201303 MW004G-201403 MW004G-201503
03/17/2015 03/30/2016 02/24/2017 02/21/2018 11/11/2009 05/27/2010 09/01/2010 09/01/2010 03/11/2013 03/19/2014 03/16/2015
NNNN N N N FDNNN
WG WG WG WG WG WG WG WG WG WG WG
75 NA NA NA NA NA 0.4 U 0.4 U 1.8 1.4 1.1
NA NA NA NA NA NA 2.4 U 2.4 U NA NA NA
12 b NA NA NA NA NA 0.41 J b 0.69 J b 0.065 U 0.065 U 0.065 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA 970 b NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 5 U NA NA NA NA NA NA NA
NA NA NA 15 U NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW004 MW004 MW004 MW005 MW005 MW005 MW005 MW005 MW005 MW005 MW005
MW004G-201603 MW004G-201702 MW004G-201801 MW005GW111109 MW005HW111109 MW005GW052710 MW005GW090210 MW005G201303 MW005G-201403 MW005G-201503 MW005G-201603
03/30/2016 02/23/2017 02/21/2018 11/11/2009 11/11/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014 03/18/2015 03/29/2016
NNN N FD N NNNNN
WG WG WG WG WG WG WG WG WG WG WG
0.21 U 0.4 U 0.4 U NA NA NA 0.21 U 0.027 U 0.027 U 0.027 U 0.21 U
NA NA 0.4 U NA NA NA 0.2 U 0.17 U 0.17 U 0.17 U NA
NA NA 0.46 U 4.3 U 4.3 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA
NA NA 0.4 U 4.2 U 4.2 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA
NA NA 0.41 U 4.4 U 4.4 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA
0.21 U 0.4 U 0.4 U NA NA NA 0.2 U 0.17 U 0.17 U 0.17 U 0.21 U
0.24 U 0.85 J 0.4 U NA NA NA 0.2 U 0.17 U 0.17 U 0.17 U 0.24 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA 0.4 U NA NA NA NA NA NA NA NA
NA NA 0.4 U NA NA NA NA NA NA NA NA
0.32 U 0.4 U 0.5 U NA NA NA 0.54 U 0.17 U 0.17 U 0.17 U 0.32 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA 0.22 U 0.029 U 0.029 U 0.029 U NA
NA NA NA NA NA NA 0.29 U 0.013 U 0.013 U 0.013 U NA
NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U NA
NA NA NA NA NA NA 0.29 U 0.031 U 0.031 U 0.031 U NA
NA NA NA NA NA NA 0.22 U 0.054 U 0.054 U 0.098 J NA
NA NA NA NA NA NA 0.29 U 0.094 U 0.094 U 0.094 U NA
NA NA NA NA NA NA 0.25 U NA NA NA NA
NA NA NA NA NA NA 0.5 U NA NA NA NA
NA NA NA NA NA NA 0.37 U NA NA NA NA
NA NA 0.57 U 3.3 U 3.3 U 0.97 U 1 U 0.17 U 0.17 U 0.17 U NA
NA NA NA NA NA NA 0.22 U NA NA NA NA
NA NA NA NA NA NA NA 0.069 U 0.069 U 0.069 U NA
NA NA NA NA NA NA 0.23 U 0.061 U 0.061 U 0.061 U NA
NA NA NA NA NA NA 0.33 U 0.023 U 0.023 U 0.023 U NA
NA NA NA NA NA NA 0.27 U 0.081 U 0.081 U 0.081 U NA
NA NA NA NA NA NA 0.21 U NA NA NA NA
NA NA NA NA NA NA 0.28 U NA NA NA NA
NA NA 0.4 U NA NA NA NA NA NA NA NA
NA NA NA NA NA NA 0.37 U NA NA NA NA
NA NA 0.49 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 0.44 U 3.7 U 3.7 U 0.97 U 1 U NA NA NA NA
NA NA 0.7 U 4.2 U 4.2 U 0.97 U 1 U NA NA NA NA
NA NA 0.62 U 5.6 U 5.6 U 0.97 U 1 U NA NA NA NA
NA NA 0.65 U 3.4 U 3.4 U 9.7 U 10 U NA NA NA NA
NA NA NA 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA NA 3.4 U 3.4 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 2 U 2 U 2 U 2 U NA
NA NA 0.4 U 3 U 3 U 0.97 U 1 U NA NA NA NA
NA NA 0.34 U 2.5 U 2.5 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.25 U NA NA NA NA
NA NA NA NA NA NA 5 U 0.27 U 0.27 U 0.27 U NA
NA NA 0.69 U NA NA 0.97 U 1 U NA NA NA NA
NA NA 0.4 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.67 U NA NA 0.97 U 1 U NA NA NA NA
NA NA 0.88 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 1.6 U 2.6 U 2.6 U 1.9 U 2 U NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW004 MW004 MW004 MW005 MW005 MW005 MW005 MW005 MW005 MW005 MW005
MW004G-201603 MW004G-201702 MW004G-201801 MW005GW111109 MW005HW111109 MW005GW052710 MW005GW090210 MW005G201303 MW005G-201403 MW005G-201503 MW005G-201603
03/30/2016 02/23/2017 02/21/2018 11/11/2009 11/11/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014 03/18/2015 03/29/2016
NNN N FD N NNNNN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA 1.6 U 1.6 U NA NA NA NA
NA NA NA 3.3 U 3.3 U NA NA NA NA NA NA
NA NA 0.16 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 0.4 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 1 U NA NA 0.97 U 1 U NA NA NA NA
NA NA 0.21 U 3.5 U 3.5 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.23 U NA NA NA NA
NA NA NA NA NA NA 2 U 0.31 U 0.31 U 0.31 U NA
NA NA 1.5 U NA NA NA NA NA NA NA NA
NA NA 1.2 U 4.3 U 4.3 U 9.7 U 10 U NA NA NA NA
NA NA 0.11 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.06 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 10 U 3.3 U 3.3 U 3.3 U NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 0.06 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.12 U NA NA NA NA NA NA NA NA
NA NA 0.07 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.04 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.05 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.12 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.07 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 6.2 J NA NA 9.7 U 10 U NA NA NA NA
NA NA 2 U NA NA 0.97 U 1 U NA NA NA NA
NA NA 0.48 U 3.7 U 3.7 U 0.97 U 1 U NA NA NA NA
NA NA 0.5 U 4.7 U 4.7 U 0.97 U 1 U NA NA NA NA
NA NA 0.19 U 3.4 U 3.4 U 1.9 U 2 U 1.7 U 1.7 U 1.7 U NA
NA NA NA NA NA NA 0.21 U NA NA NA NA
NA NA NA NA NA NA 0.28 U 0.17 U 0.17 U 0.17 U NA
NA NA NA NA NA NA 0.24 U 0.01 U 0.01 U 0.01 U NA
NA NA NA NA NA NA 0.78 U 0.2 U 0.2 U 0.2 U NA
NA NA 0.15 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA NA 0.097 U 0.097 U 0.097 U NA
NA NA NA NA NA NA 0.34 U 0.085 U 0.085 U 0.085 U NA
NA NA NA NA NA NA 0.23 U NA NA NA NA
NA NA NA NA NA NA 0.51 U 0.17 U 0.17 U 0.17 U NA
NA NA NA NA NA NA 0.25 U 0.17 U 0.17 U 0.07 U NA
NA NA NA NA NA NA 0.5 U 0.17 U 0.17 U 0.17 U NA
NA NA 0.05 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.32 U 0.087 U 0.087 U 0.087 U NA
NA NA NA NA NA NA 0.2 U 0.09 U 0.09 U 0.09 U NA
NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U NA
NA NA 0.26 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 0.07 U 3.2 U 3.2 U 0.97 U 1 U NA NA NA NA
NA NA 0.11 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 1 U NA NA 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.33 U 0.17 U 0.17 U 0.17 U NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA 0.67 U 0.13 0.071 U 0.071 U NA
NA NA 0.19 U 3.3 U 3.3 U 1.9 U 2 U NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW004 MW004 MW004 MW005 MW005 MW005 MW005 MW005 MW005 MW005 MW005
MW004G-201603 MW004G-201702 MW004G-201801 MW005GW111109 MW005HW111109 MW005GW052710 MW005GW090210 MW005G201303 MW005G-201403 MW005G-201503 MW005G-201603
03/30/2016 02/23/2017 02/21/2018 11/11/2009 11/11/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014 03/18/2015 03/29/2016
NNN N FD N NNNNN
WG WG WG WG WG WG WG WG WG WG WG
NA NA 0.21 U 3.3 U 3.3 U 1.1 U 1.1 U NA NA NA NA
NA NA 0.05 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.06 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.39 U 3.5 U 3.5 U 0.97 U 1 U NA NA NA NA
NA NA 0.47 U 4.7 U 4.7 U 2.5 U 2.6 U NA NA NA NA
NA NA 0.14 U 3.3 U 3.3 U 4.8 U 4.9 U NA NA NA NA
NA NA 0.53 U 5.9 U 5.9 U 2.1 U 2.2 U NA NA NA NA
NA NA NA 2.9 U 2.9 U 0.97 U 1 U NA NA NA NA
NA NA 0.11 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.44 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.35 U NA NA NA NA
NA NA NA NA NA NA 0.2 U 0.029 U 0.029 U 0.029 U NA
NA NA NA NA NA NA NA 0.3 U 0.3 U 0.3 U NA
NA NA NA NA NA NA 0.25 U 0.019 U 0.019 U 0.019 U NA
NA NA NA NA NA NA NA 0.95 U 0.95 U 0.95 U NA
NA NA NA NA NA NA 2 U 0.17 U 0.17 U 0.17 U NA
NA NA NA NA NA NA 0.24 U NA NA NA NA
NA NA 0.15 U 3.1 U 3.1 U 0.97 U 1 U NA NA NA NA
NA NA NA 3.3 U 3.3 U NA NA NA NA NA NA
NA NA 0.25 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.2 U NA NA NA NA
NA NA 0.13 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 1.1 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.21 U NA NA NA NA
NA NA 1.4 U 3.3 U 3.3 U 9.7 U 10 U NA NA NA NA
NA NA 0.12 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA 0.22 U 3.3 U 3.3 U 0.97 U 1 U NA NA NA NA
NA NA 0.06 U 1 U 1 U 0.97 U 1 U NA NA NA NA
NA NA NA NA NA NA 0.23 U NA NA NA NA
NA NA NA NA NA NA 0.2 U 0.015 U 0.015 U 0.015 U NA
NA NA NA NA NA NA 0.24 U NA NA NA NA
NA NA NA NA NA NA 0.44 U 0.014 U 0.014 U 0.014 U NA
NA NA NA NA NA NA 0.34 U 0.079 U 0.079 U 0.079 U NA
NA NA NA NA NA NA 0.22 U 0.18 U 0.18 U 0.18 U NA
NA NA NA NA NA NA 0.24 U 0.024 U 0.024 U 0.024 U NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW004 MW004 MW004 MW005 MW005 MW005 MW005 MW005 MW005 MW005 MW005
MW004G-201603 MW004G-201702 MW004G-201801 MW005GW111109 MW005HW111109 MW005GW052710 MW005GW090210 MW005G201303 MW005G-201403 MW005G-201503 MW005G-201603
03/30/2016 02/23/2017 02/21/2018 11/11/2009 11/11/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014 03/18/2015 03/29/2016
NNN N FD N NNNNN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA NA 0.4 U 0.051 U 0.051 U 0.051 U NA
NA NA NA NA NA NA 2.4 U NA NA NA NA
NA NA NA NA NA NA 0.28 U 0.065 U 0.065 U 0.065 U NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 100 U NA NA NA NA NA NA NA NA
NA NA 100 U NA NA NA NA NA NA NA NA
NA NA 15 U NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA 5 U NA NA NA NA NA NA NA NA
NA NA 15 U NA NA NA NA NA NA NA NA
NA NA 100 U NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW005 MW005 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006
MW005G-201702 MW005G-201801 MW006GW111109 MW006GW052710 MW006GW090210 MW006G-201403 MW006G-201503 MW006G-201603 MW006G-201702 MW006H-201702 MW006G-201801
02/23/2017 02/20/2018 11/11/2009 05/27/2010 09/02/2010 03/19/2014 03/18/2015 03/29/2016 02/23/2017 02/23/2017 02/20/2018
NN N N N NNNNFDN
WG WG WG WG WG WG WG WG WG WG WG
0.4 U 0.4 U NA NA 1.6 b 0.36 J 0.35 J 0.25 J 0.4 U 0.4 U 0.4 U
NA 0.4 U NA NA 0.2 U 0.17 U 0.17 U NA NA NA 0.4 U
NA 0.46 U 4.3 U 0.97 U 0.98 U 0.17 U 0.17 U NA NA NA 0.46 U
NA 0.4 U 4.2 U 0.97 U 0.98 U 0.17 U 0.17 U NA NA NA 0.4 U
NA 0.41 U 4.4 U 0.97 U 0.98 U 0.17 U 0.17 U NA NA NA 0.41 U
0.4 U 0.4 U NA NA 0.2 U 0.17 U 0.17 U 0.21 U 0.4 U 0.4 U 0.4 U
0.4 U 0.4 U NA NA 0.2 U 0.17 U 0.17 U 0.24 U 0.4 U 0.4 U 0.4 U
NA NA NA NA NA NA NA NA NA NA NA
NA 0.4 U NA NA NA NA NA NA NA NA 0.4 U
NA 0.4 U NA NA NA NA NA NA NA NA 0.4 U
0.4 U 0.5 U NA NA 0.54 U 0.17 U 0.17 U 0.32 U 0.4 U 0.4 U 0.5 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA 0.22 U 0.029 U 0.029 U NA NA NA NA
NA NA NA NA 0.29 U 0.013 U 0.013 U NA NA NA NA
NA NA NA NA NA 0.3 U 0.3 U NA NA NA NA
NA NA NA NA 0.29 U 0.031 U 0.031 U NA NA NA NA
NA NA NA NA 10.5 b 0.054 U 0.11 J NA NA NA NA
NA NA NA NA 1.7 2 2.7 NA NA NA NA
NA NA NA NA 0.25 U NA NA NA NA NA NA
NA NA NA NA 0.5 U NA NA NA NA NA NA
NA NA NA NA 0.37 U NA NA NA NA NA NA
NA 0.57 U 3.3 U 0.97 U 0.98 U 0.17 U 0.17 U NA NA NA 0.57 U
NA NA NA NA 0.22 U NA NA NA NA NA NA
NA NA NA NA NA 0.069 U 0.086 P b NA NA NA NA
NA NA NA NA 0.23 U 0.061 U 0.061 U NA NA NA NA
NA NA NA NA 0.33 U 0.023 U 0.023 U NA NA NA NA
NA NA NA NA 0.27 U 0.081 U 0.081 U NA NA NA NA
NA NA NA NA 0.21 U NA NA NA NA NA NA
NA NA NA NA 0.28 U NA NA NA NA NA NA
NA 0.4 U NA NA NA NA NA NA NA NA 0.4 U
NA NA NA NA 0.37 U NA NA NA NA NA NA
NA 0.49 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.49 U
NA 0.44 U 3.7 U 0.97 U 0.98 U NA NA NA NA NA 0.44 U
NA 0.7 U 4.2 U 0.97 U 0.98 U NA NA NA NA NA 0.7 U
NA 0.62 U 5.6 U 0.97 U 0.98 U NA NA NA NA NA 0.62 U
NA 0.65 U 3.4 U 9.7 U 9.8 U NA NA NA NA NA 0.65 U
NA NA 3.3 U 0.97 U 0.98 U NA NA NA NA NA NA
NA NA 3.4 U 0.97 U 0.98 U NA NA NA NA NA NA
NA NA NA NA 2 U 2 U 2 U NA NA NA NA
NA 0.4 U 3 U 0.97 U 0.98 U NA NA NA NA NA 0.4 U
NA 0.34 U 2.5 U 0.97 U 0.98 U NA NA NA NA NA 0.34 U
NA NA NA NA 0.25 U NA NA NA NA NA NA
NA NA NA NA 5 U 0.27 U 0.27 U NA NA NA NA
NA 0.69 U NA 0.97 U 0.98 U NA NA NA NA NA 0.69 U
NA 0.4 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.4 U
NA 0.67 U NA 0.97 U 0.98 U NA NA NA NA NA 0.67 U
NA 0.88 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.88 U
NA 1.6 U 2.6 U 1.9 U 2 U NA NA NA NA NA 1.6 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW005 MW005 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006
MW005G-201702 MW005G-201801 MW006GW111109 MW006GW052710 MW006GW090210 MW006G-201403 MW006G-201503 MW006G-201603 MW006G-201702 MW006H-201702 MW006G-201801
02/23/2017 02/20/2018 11/11/2009 05/27/2010 09/02/2010 03/19/2014 03/18/2015 03/29/2016 02/23/2017 02/23/2017 02/20/2018
NN N N N NNNNFDN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA 1.6 U 1.6 U NA NA NA NA NA NA
NA NA 3.3 U NA NA NA NA NA NA NA NA
NA 0.16 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.16 U
NA 0.4 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.4 U
NA 1 U NA 0.97 U 0.98 U NA NA NA NA NA 1 U
NA 0.21 U 3.5 U 0.97 U 0.98 U NA NA NA NA NA 0.21 U
NA NA NA NA 0.23 U NA NA NA NA NA NA
NA NA NA NA 2 U 0.31 U 0.31 U NA NA NA NA
NA 1.5 U NA NA NA NA NA NA NA NA 1.5 U
NA 1.2 U 4.3 U 9.7 U 9.8 U NA NA NA NA NA 1.2 U
NA 0.11 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.11 U
NA 0.06 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.06 U
NA NA NA NA 10 U 3.3 U 3.3 U NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA 0.06 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.06 U
NA 0.12 U NA NA NA NA NA NA NA NA 0.12 U
NA 0.07 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.07 U
NA 0.04 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.04 U
NA 0.05 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.05 U
NA 0.12 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.12 U
NA 0.07 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.07 U
NA 5.4 J NA 9.7 U 9.8 U NA NA NA NA NA 6 J
NA 2 U NA 0.97 U 0.98 U NA NA NA NA NA 2 U
NA 0.48 U 3.7 U 0.97 U 0.98 U NA NA NA NA NA 0.48 U
NA 0.5 U 4.7 U 0.97 U 0.98 U NA NA NA NA NA 0.5 U
NA 0.19 U 3.4 U 1.9 U 2 U 1.7 U 1.7 U NA NA NA 0.37 J
NA NA NA NA 0.21 U NA NA NA NA NA NA
NA NA NA NA 0.28 U 0.17 U 0.17 U NA NA NA NA
NA NA NA NA 0.24 U 0.01 U 0.01 U NA NA NA NA
NA NA NA NA 0.78 U 0.2 U 0.2 U NA NA NA NA
NA 0.15 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.15 U
NA NA NA NA NA 0.097 U 0.097 U NA NA NA NA
NA NA NA NA 0.34 U 0.085 U 0.085 U NA NA NA NA
NA NA NA NA 0.23 U NA NA NA NA NA NA
NA NA NA NA 0.51 U 0.17 U 0.17 U NA NA NA NA
NA NA NA NA 0.28 J 0.17 U 0.07 U NA NA NA NA
NA NA NA NA 0.5 U 0.17 U 0.17 U NA NA NA NA
NA 0.05 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.05 U
NA NA NA NA 0.97 J 0.087 U 0.087 U NA NA NA NA
NA NA NA NA 0.2 U 0.09 U 0.09 U NA NA NA NA
NA NA NA NA NA 0.3 U 0.3 U NA NA NA NA
NA 0.26 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.26 U
NA 0.07 U 3.2 U 0.97 U 0.98 U NA NA NA NA NA 0.07 U
NA 0.11 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.11 U
NA 1 U NA 0.97 U 0.98 U NA NA NA NA NA 1 U
NA NA NA NA 0.33 U 0.17 U 0.17 U NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA 0.67 U 0.071 U 0.071 U NA NA NA NA
NA 0.19 U 3.3 U 1.9 U 2 U NA NA NA NA NA 0.19 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW005 MW005 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006
MW005G-201702 MW005G-201801 MW006GW111109 MW006GW052710 MW006GW090210 MW006G-201403 MW006G-201503 MW006G-201603 MW006G-201702 MW006H-201702 MW006G-201801
02/23/2017 02/20/2018 11/11/2009 05/27/2010 09/02/2010 03/19/2014 03/18/2015 03/29/2016 02/23/2017 02/23/2017 02/20/2018
NN N N N NNNNFDN
WG WG WG WG WG WG WG WG WG WG WG
NA 0.21 U 3.3 U 1.1 U 1.1 U NA NA NA NA NA 0.21 U
NA 0.05 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.05 U
NA 0.06 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.06 U
NA 0.39 U 3.5 U 0.97 U 0.98 U NA NA NA NA NA 0.39 U
NA 0.47 U 4.7 U 2.5 U 2.5 U NA NA NA NA NA 0.47 U
NA 0.14 U 3.3 U 4.8 U 4.8 U NA NA NA NA NA 0.14 U
NA 0.53 U 5.9 U 2.1 U 2.2 U NA NA NA NA NA 0.53 U
NA NA 2.9 U 0.97 U 0.98 U NA NA NA NA NA NA
NA 0.11 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.11 U
NA 0.44 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.44 U
NA NA NA NA 0.35 U NA NA NA NA NA NA
NA NA NA NA 0.2 U 0.029 U 0.029 U NA NA NA NA
NA NA NA NA NA 0.3 U 0.3 U NA NA NA NA
NA NA NA NA 0.25 U 0.019 U 0.019 U NA NA NA NA
NA NA NA NA NA 0.95 U 0.95 U NA NA NA NA
NA NA NA NA 2 U 0.17 U 0.17 U NA NA NA NA
NA NA NA NA 0.24 U NA NA NA NA NA NA
NA 0.15 U 3.1 U 0.97 U 0.98 U NA NA NA NA NA 0.15 U
NA NA 3.3 U NA NA NA NA NA NA NA NA
NA 0.25 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.25 U
NA NA NA NA 0.2 U NA NA NA NA NA NA
NA 0.13 U 1 U 0.97 U 1 U NA NA NA NA NA 0.13 U
NA 1.1 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 1.1 U
NA NA NA NA 0.21 U NA NA NA NA NA NA
NA 1.4 U 3.3 U 9.7 U 9.8 U NA NA NA NA NA 1.4 U
NA 0.12 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.12 U
NA 0.22 U 3.3 U 0.97 U 0.98 U NA NA NA NA NA 0.22 U
NA 0.06 U 1 U 0.97 U 0.98 U NA NA NA NA NA 0.06 U
NA NA NA NA 0.23 U NA NA NA NA NA NA
NA NA NA NA 0.2 U 0.015 U 0.015 U NA NA NA NA
NA NA NA NA 0.24 U NA NA NA NA NA NA
NA NA NA NA 0.44 U 0.014 U 0.014 U NA NA NA NA
NA NA NA NA 0.34 U 0.079 U 0.079 U NA NA NA NA
NA NA NA NA 0.22 U 0.18 U 0.18 U NA NA NA NA
NA NA NA NA 0.48 J 0.024 U 0.024 U NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW005 MW005 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006 MW006
MW005G-201702 MW005G-201801 MW006GW111109 MW006GW052710 MW006GW090210 MW006G-201403 MW006G-201503 MW006G-201603 MW006G-201702 MW006H-201702 MW006G-201801
02/23/2017 02/20/2018 11/11/2009 05/27/2010 09/02/2010 03/19/2014 03/18/2015 03/29/2016 02/23/2017 02/23/2017 02/20/2018
NN N N N NNNNFDN
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA NA 0.4 U 0.051 U 0.051 U NA NA NA NA
NA NA NA NA 2.4 U NA NA NA NA NA NA
NA NA NA NA 0.28 U 0.065 U 0.33 J b NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA 100 U NA NA NA NA NA NA NA NA 100 U
NA 100 U NA NA NA NA NA NA NA NA 100 U
NA 15 U NA NA NA NA NA NA NA NA 15 U
NA NA NA NA NA NA NA NA NA NA NA
NA 5 U NA NA NA NA NA NA NA NA 5 U
NA 15 U NA NA NA NA NA NA NA NA 15 U
NA 100 U NA NA NA NA NA NA NA NA 100 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW009 MW009
MW007GW090210 MW007G201305 MW007G-201403 MW007H-201403 MW007G-201503 MW007H-201503 MW007G-201603 MW007H-201603 GW007G-201702 MW009G201307 MW009G-201403
09/02/2010 03/13/2013 03/19/2014 03/19/2014 03/18/2015 03/18/2015 03/31/2016 03/31/2016 02/28/2017 03/12/2013 03/18/2014
N NNFDNFDNFDNNN
WG WG WG WG WG WG WG WG WG WG WG
4.3 b 1.6 b 1.1 b 1 0.65 0.61 1.1 b 1 0.4 U 0.027 U 0.027 U
0.2 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
1 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
1 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
1 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
1.7 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U 0.21 U 0.21 U 0.4 U 0.17 U 0.17 U
0.71 J 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U 0.24 U 0.24 U 0.4 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1.1 J 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U 0.32 U 0.32 U 0.4 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
0.22 U 0.029 U 0.029 U 0.029 U 0.029 U 0.029 U NA NA NA 0.029 U 0.029 U
0.29 U 0.013 U 0.013 U 0.013 U 0.013 U 0.013 U NA NA NA 0.013 U 0.013 U
NA 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U NA NA NA 0.3 U 0.3 U
0.29 U 0.031 U 0.031 U 0.031 U 0.031 U 0.031 U NA NA NA 0.031 U 0.031 U
135 b 1.4 0.62 0.65 0.84 0.78 NA NA NA 1.5 0.93
2.5 3.5 21 19 15 14 NA NA NA 0.094 U 0.094 U
0.25 U NA NA NA NA NA NA NA NA NA NA
0.5 U NA NA NA NA NA NA NA NA NA NA
0.37 U NA NA NA NA NA NA NA NA NA NA
1 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
0.46 J NA NA NA NA NA NA NA NA NA NA
NA 0.069 U 0.069 U 0.069 U 0.069 U 0.069 U NA NA NA 0.069 U 0.069 U
0.23 U 0.061 U 0.061 U 0.061 U 0.061 U 0.061 U NA NA NA 0.061 U 0.061 U
0.33 U 0.023 U 0.023 U 0.023 U 0.023 U 0.023 U NA NA NA 0.023 U 0.023 U
0.27 U 0.081 U 0.081 U 0.081 U 0.25 J 0.081 U NA NA NA 0.081 U 0.081 U
0.21 U NA NA NA NA NA NA NA NA NA NA
0.28 U NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
0.37 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
10 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1530 2 U2 U2 U2 U2 UNA NA NA 2 U 2 U
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.25 U NA NA NA NA NA NA NA NA NA NA
12.1 0.33 0.27 U 0.27 U 0.87 J 0.27 U NA NA NA 0.27 U 0.27 U
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
2 U NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW009 MW009
MW007GW090210 MW007G201305 MW007G-201403 MW007H-201403 MW007G-201503 MW007H-201503 MW007G-201603 MW007H-201603 GW007G-201702 MW009G201307 MW009G-201403
09/02/2010 03/13/2013 03/19/2014 03/19/2014 03/18/2015 03/18/2015 03/31/2016 03/31/2016 02/28/2017 03/12/2013 03/18/2014
N NNFDNFDNFDNNN
WG WG WG WG WG WG WG WG WG WG WG
1.6 U NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.23 U NA NA NA NA NA NA NA NA NA NA
2 U 0.31 U 0.31 U 0.31 U 0.71 J 0.31 U NA NA NA 0.31 U 0.31 U
NA NA NA NA NA NA NA NA NA NA NA
10 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
53 8.3 3.3 U3.3 U3.3 U3.3 U NA NA NA 3.3 U 3.3 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
10 U NA NA NA NA NA NA NA NA NA NA
1.2 J NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
2 U 1.8 U 1.7 U 1.7 U 1.7 U NA NA NA NA 1.7 U 1.7 U
0.21 U NA NA NA NA NA NA NA NA NA NA
0.28 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
0.24 U 0.01 U 0.01 U 0.01 U 0.01 U 0.01 U NA NA NA 0.01 U 0.01 U
0.78 U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U NA NA NA 0.2 U 0.2 U
1 U NA NA NA NA NA NA NA NA NA NA
NA 0.097 U 0.097 U 0.097 U 0.097 U 0.097 U NA NA NA 0.097 U 0.097 U
0.34 U 0.085 U 0.085 U 0.085 U 0.085 U 0.085 U NA NA NA 0.085 U 0.085 U
0.23 U NA NA NA NA NA NA NA NA NA NA
0.51 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
0.25 U 0.17 U 0.17 U 0.17 U 0.07 U 0.07 U NA NA NA 0.17 U 0.17 U
0.5 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
1 U NA NA NA NA NA NA NA NA NA NA
51 0.31 0.32 J 0.35 J 0.49 J 0.45 J NA NA NA 0.81 0.31 J
0.2 U 0.09 U 0.09 U 0.09 U 0.09 U 0.09 U NA NA NA 0.09 U 0.09 U
NA 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U NA NA NA 0.3 U 0.3 U
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.33 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
0.67 U 0.071 U 0.071 U 0.071 U 0.071 U 0.071 U NA NA NA 0.071 U 0.071 U
2 U NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW009 MW009
MW007GW090210 MW007G201305 MW007G-201403 MW007H-201403 MW007G-201503 MW007H-201503 MW007G-201603 MW007H-201603 GW007G-201702 MW009G201307 MW009G-201403
09/02/2010 03/13/2013 03/19/2014 03/19/2014 03/18/2015 03/18/2015 03/31/2016 03/31/2016 02/28/2017 03/12/2013 03/18/2014
N NNFDNFDNFDNNN
WG WG WG WG WG WG WG WG WG WG WG
1.1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
2.6 U NA NA NA NA NA NA NA NA NA NA
4.9 U NA NA NA NA NA NA NA NA NA NA
2.2 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.35 U NA NA NA NA NA NA NA NA NA NA
0.2 U 0.029 U 0.029 U 0.029 U 0.029 U 0.029 U NA NA NA 0.029 U 0.029 U
NA 0.3 U 0.3 U0.3 U0.3 U0.3 U NA NA NA 0.3 U 0.3 U
0.25 U 0.019 U 0.019 U 0.019 U 0.019 U 0.019 U NA NA NA 0.019 U 0.019 U
NA 0.95 U 0.95 U 0.95 U 0.95 U 0.95 U NA NA NA 0.95 U 0.95 U
2 U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U NA NA NA 0.17 U 0.17 U
0.24 U NA NA NA NA NA NA NA NA NA NA
5 U NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.2 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.76 J NA NA NA NA NA NA NA NA NA NA
10 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
1 U NA NA NA NA NA NA NA NA NA NA
0.23 U NA NA NA NA NA NA NA NA NA NA
0.2 U 0.015 U 0.015 U 0.015 U 0.015 U 0.015 U NA NA NA 0.015 U 0.015 U
0.24 U NA NA NA NA NA NA NA NA NA NA
0.48 J 0.014 U 0.014 U 0.014 U 0.014 U 0.014 U NA NA NA 0.014 U 0.014 U
0.34 U 0.079 U 0.079 U 0.079 U 0.079 U 0.079 U NA NA NA 0.079 U 0.079 U
0.22 U 0.18 U 0.18 U 0.18 U 0.18 U 0.18 U NA NA NA 0.18 U 0.18 U
3.6 b 0.024 U 0.024 U 0.024 U 0.024 U 0.024 U NA NA NA 0.14 0.024 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW007 MW009 MW009
MW007GW090210 MW007G201305 MW007G-201403 MW007H-201403 MW007G-201503 MW007H-201503 MW007G-201603 MW007H-201603 GW007G-201702 MW009G201307 MW009G-201403
09/02/2010 03/13/2013 03/19/2014 03/19/2014 03/18/2015 03/18/2015 03/31/2016 03/31/2016 02/28/2017 03/12/2013 03/18/2014
N NNFDNFDNFDNNN
WG WG WG WG WG WG WG WG WG WG WG
0.4 U 0.051 U 0.051 U 0.051 U 0.051 U 0.051 U NA NA NA 0.051 U 0.051 U
2.4 U NA NA NA NA NA NA NA NA NA NA
4.6 b 0.28 b 4.8 b 4.6 b 2.3 b 2 b NA NA NA 0.065 U 0.065 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW009 MW009 MW009 MW009 MW01D MW01D MW01D MW01D MW01D MW01D MW01D
MW009G-201503 MW009G-201603 MW009G-201702 MW009G-201801 MW01DGW001 MW001DGW052710 MW001DHW052710 MW001D MW01DGW090110 MW001DG201303 MW001DG-201403
03/17/2015 03/30/2016 02/23/2017 02/20/2018 10/20/2009 05/27/2010 05/27/2010 06/16/2010 09/01/2010 03/12/2013 03/19/2014
NNNNN N FDNN N N
WG WG WG WG WG WG WG WG WG WG WG
0.027 U 0.21 U 0.4 U 0.4 U 0.41 U NA NA NA 0.21 U 0.027 U 0.027 U
0.17 U NA NA 0.4 U 0.22 U NA NA NA 0.2 U 0.17 U 0.17 U
0.17 U NA NA 0.46 U 4.78 U 0.96 U 0.97 U 0.96 U 0.98 U 0.17 U 0.17 U
0.17 U NA NA 0.4 U 4.67 U 0.96 U 0.97 U 0.96 U 0.98 U 0.17 U 0.17 U
0.17 U NA NA 0.41 U 4.89 U 0.96 U 0.97 U 0.96 U 0.98 U 0.17 U 0.17 U
0.17 U 0.21 U 0.4 U 0.4 U 0.35 U NA NA NA 0.2 U 0.17 U 0.17 U
0.17 U 0.24 U 0.4 U 0.4 U 0.35 U NA NA NA 0.2 U 0.17 U 0.17 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
0.17 U 0.32 U 0.4 U 0.5 U 0.73 U NA NA NA 0.54 U 0.17 U 0.17 U
NA NA NA NA 0.2 U NA NA NA NA NA NA
0.029 U NA NA NA 0.19 U NA NA NA 0.22 U 0.029 U 0.029 U
0.013 U NA NA NA 0.36 U NA NA NA 0.29 U 0.013 U 0.013 U
0.3 U NA NA NA NA NA NA NA NA 0.3 U 0.3 U
0.031 U NA NA NA 0.32 U NA NA NA 0.29 U 0.031 U 0.031 U
1.4 NA NA NA 3.99 NA NA NA 7.9 b 2.9 14 b
2.7 NA NA NA 6.29 NA NA NA 1.1 2.9 11
NA NA NA NA 0.26 U NA NA NA 0.25 U NA NA
NA NA NA NA 0.27 U NA NA NA 0.5 U NA NA
NA NA NA NA 0.47 U NA NA NA 0.37 U NA NA
0.17 U NA NA 0.57 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U 0.17 U 0.17 U
NA NA NA NA 0.32 U NA NA NA 0.22 U NA NA
0.069 U NA NA NA 0.86 U NA NA NA NA 0.069 U 0.069 U
0.061 U NA NA NA 0.46 U NA NA NA 0.23 U 0.061 U 0.061 U
0.023 U NA NA NA 0.35 U NA NA NA 0.33 U 0.023 U 0.023 U
0.081 U NA NA NA 0.24 U NA NA NA 0.27 U 0.081 U 0.081 U
NA NA NA NA 0.36 U NA NA NA 0.21 U NA NA
NA NA NA NA 0.27 U NA NA NA 0.28 U NA NA
NA NA NA 0.4 U NA NA NA NA NA NA NA
NA NA NA NA 0.3 U NA NA NA 0.37 U NA NA
NA NA NA 0.49 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.44 U 4.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.7 U 4.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.62 U 6.22 U 2.6 J 2.4 J 0.96 U 0.98 U NA NA
NA NA NA 0.65 U 3.78 U 9.6 U 9.7 U 9.6 U 9.8 U NA NA
NA NA NA NA 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 3.78 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
2 U NA NA NA 2.1 U NA NA NA 2 U 2 U 2 U
NA NA NA 0.4 U 3.33 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.34 U 2.78 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 0.51 U NA NA NA 0.25 U NA NA
0.27 U NA NA NA 1.4 U NA NA NA 5 U 0.27 U 0.27 U
NA NA NA 0.69 U NA 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.4 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.67 U NA 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.88 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 1.6 U 2.89 U 1.9 U 1.9 U 1.9 U 2 U NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW009 MW009 MW009 MW009 MW01D MW01D MW01D MW01D MW01D MW01D MW01D
MW009G-201503 MW009G-201603 MW009G-201702 MW009G-201801 MW01DGW001 MW001DGW052710 MW001DHW052710 MW001D MW01DGW090110 MW001DG201303 MW001DG-201403
03/17/2015 03/30/2016 02/23/2017 02/20/2018 10/20/2009 05/27/2010 05/27/2010 06/16/2010 09/01/2010 03/12/2013 03/19/2014
NNNNN N FDNN N N
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA 1.5 U 1.6 U 1.5 U 1.6 U NA NA
NA NA NA NA 3.67 U NA NA NA NA NA NA
NA NA NA 0.16 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.4 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 1 U NA 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.21 U 3.89 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 0.51 U NA NA NA 0.23 U NA NA
0.31 U NA NA NA 1.4 U NA NA NA 2 U 0.31 U 0.31 U
NA NA NA 1.5 U NA NA NA NA NA NA NA
NA NA NA 1.2 U 4.78 U 9.6 U 9.7 U 9.6 U 9.8 U NA NA
NA NA NA 0.11 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.06 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
3.3 U NA NA NA 25 U NA NA NA 10 U 3.3 U 3.3 U
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.06 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.12 U NA NA NA NA NA NA NA
NA NA NA 0.07 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.04 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.05 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.12 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.07 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 7.1 J NA 9.6 U 9.7 U 9.6 U 9.8 U NA NA
NA NA NA 2 U NA 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.48 U 4.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.5 U 5.22 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
1.7 U NA NA 0.35 J 3.78 U 3.3 J b 3.8 J b 2.9 J 2.8 J 1.7 U 1.7 U
NA NA NA NA 0.36 U NA NA NA 0.21 U NA NA
0.17 U NA NA NA 0.27 U NA NA NA 0.28 U 0.17 U 0.17 U
0.01 U NA NA NA 0.43 U NA NA NA 0.24 U 0.01 U 0.01 U
0.2 U NA NA NA 0.3 U NA NA NA 0.78 U 0.2 U 0.2 U
NA NA NA 0.15 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
0.097 U NA NA NA 0.36 U NA NA NA NA 0.097 U 0.097 U
0.085 U NA NA NA 0.33 U NA NA NA 0.34 U 0.085 U 0.085 U
NA NA NA NA 0.47 U NA NA NA 0.23 U NA NA
0.17 U NA NA NA 0.46 U NA NA NA 0.51 U 0.17 U 0.17 U
0.07 U NA NA NA 0.25 U NA NA NA 0.25 U 0.17 U 0.17 U
0.17 U NA NA NA 0.39 U NA NA NA 0.5 U 0.17 U 0.17 U
NA NA NA 0.05 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
0.75 NA NA NA 5.15 NA NA NA 10.6 2.4 14
0.09 U NA NA NA 0.33 U NA NA NA 0.2 U 0.09 U 0.09 U
0.3 U NA NA NA NA NA NA NA NA 0.3 U 0.3 U
NA NA NA 0.26 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.07 U 3.56 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.11 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 1 U NA 0.96 U 0.97 U 0.96 U 0.98 U NA NA
0.17 U NA NA NA 0.26 U NA NA NA 0.33 U 0.17 U 0.17 U
NA NA NA NA 0.41 U NA NA NA NA NA NA
0.071 U NA NA NA 0.19 U NA NA NA 0.67 U 0.071 U 0.071 U
NA NA NA 0.19 U 3.67 U 1.9 U 1.9 U 1.9 U 2 U NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW009 MW009 MW009 MW009 MW01D MW01D MW01D MW01D MW01D MW01D MW01D
MW009G-201503 MW009G-201603 MW009G-201702 MW009G-201801 MW01DGW001 MW001DGW052710 MW001DHW052710 MW001D MW01DGW090110 MW001DG201303 MW001DG-201403
03/17/2015 03/30/2016 02/23/2017 02/20/2018 10/20/2009 05/27/2010 05/27/2010 06/16/2010 09/01/2010 03/12/2013 03/19/2014
NNNNN N FDNN N N
WG WG WG WG WG WG WG WG WG WG WG
NA NA NA 0.21 U 3.67 U 1.1 U 1.1 U 1.1 U 1.1 U NA NA
NA NA NA 0.05 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.06 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.39 U 3.89 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.47 U 5.22 U 2.5 U 2.5 U 2.5 U 2.5 U NA NA
NA NA NA 0.14 U 3.67 U 4.7 U 4.8 U 4.7 U 4.8 U NA NA
NA NA NA 0.53 U 6.56 U 2.1 U 2.1 U 2.1 U 2.2 U NA NA
NA NA NA NA 3.22 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.11 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.44 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA NA NA NA NA 0.35 U NA NA
0.029 U NA NA NA 0.4 U NA NA NA 0.2 U 0.029 U 0.029 U
0.3 U NA NA NA NA NA NA NA NA 0.3 U 0.3 U
0.019 U NA NA NA 0.32 U NA NA NA 0.25 U 0.019 U 0.019 U
0.95 U NA NA NA NA NA NA NA NA 0.95 U 0.95 U
0.17 U NA NA NA 0.48 U NA NA NA 2 U 0.17 U 0.17 U
NA NA NA NA 0.31 U NA NA NA 0.24 U NA NA
NA NA NA 0.15 U 3.44 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 3.67 U NA NA NA NA NA NA
NA NA NA 0.25 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 0.39 U NA NA NA 0.2 U NA NA
NA NA NA 0.13 U 1.11 U 0.96 U 0.97 U 0.96 U 1 U NA NA
NA NA NA 1.1 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 0.33 U NA NA NA 0.21 U NA NA
NA NA NA 1.4 U 3.67 U 9.6 U 9.7 U 9.6 U 9.8 U NA NA
NA NA NA 0.12 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.22 U 3.67 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA 0.06 U 1.11 U 0.96 U 0.97 U 0.96 U 0.98 U NA NA
NA NA NA NA 0.36 U NA NA NA 0.23 U NA NA
0.015 U NA NA NA 0.26 U NA NA NA 0.2 U 0.015 U 0.015 U
NA NA NA NA 0.38 U NA NA NA 0.24 U NA NA
0.014 U NA NA NA 0.4 J NA NA NA 0.44 U 0.014 U 0.014 U
0.079 U NA NA NA 0.33 U NA NA NA 0.34 U 0.079 U 0.079 U
0.18 U NA NA NA 0.33 U NA NA NA 0.22 U 0.18 U 0.18 U
0.14 J NA NA NA 0.57 J NA NA NA 0.34 J 0.12 0.58

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW009 MW009 MW009 MW009 MW01D MW01D MW01D MW01D MW01D MW01D MW01D
MW009G-201503 MW009G-201603 MW009G-201702 MW009G-201801 MW01DGW001 MW001DGW052710 MW001DHW052710 MW001D MW01DGW090110 MW001DG201303 MW001DG-201403
03/17/2015 03/30/2016 02/23/2017 02/20/2018 10/20/2009 05/27/2010 05/27/2010 06/16/2010 09/01/2010 03/12/2013 03/19/2014
NNNNN N FDNN N N
WG WG WG WG WG WG WG WG WG WG WG
0.051 U NA NA NA 0.22 U NA NA NA 0.4 U 0.051 U 0.051 U
NA NA NA NA NA NA NA NA 2.4 U NA NA
0.42 J b NA NA NA 0.44 J b NA NA NA 0.79 J b 0.44 b 5.3 b
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA 15 U NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA 5 U NA NA NA NA NA NA NA
NA NA NA 15 U NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW01D MW01D MW01D MW01D MW02D MW02D MW02D MW02D MW02D MW02D
MW001DG-201503 MW001DG-201603 MW001DG-201702 MW01DG-201801 MW02DGW001 MW02DHW001 MW002DGW052710 MW02DGW090210 MW002DG201303 MW002DG-201403
03/16/2015 03/29/2016 02/22/2017 02/20/2018 10/20/2009 10/20/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014
NNNNNFDN NNN
WG WG WG WG WG WG WG WG WG WG
0.14 J 0.21 U 0.4 U 0.4 U 0.41 U 0.41 U NA 0.21 U 0.027 U 0.027 U
0.17 U NA NA 0.4 U 0.22 U 0.22 U NA 0.2 U 0.17 U 0.17 U
0.17 U NA NA 0.46 U 4.9 U 4.78 U 0.95 U 0.97 U 0.17 U 0.17 U
0.17 U NA NA 0.4 U 4.78 U 4.67 U 0.95 U 0.97 U 0.17 U 0.17 U
0.17 U NA NA 0.41 U 5.01 U 4.89 U 0.95 U 0.97 U 0.17 U 0.17 U
0.17 U 0.21 U 0.4 U 0.4 U 0.38 U 0.38 U NA 0.2 U 0.17 U 0.17 U
0.17 U 0.24 U 0.4 U 0.4 U 0.35 U 0.35 U NA 0.2 U 0.17 U 0.17 U
NA NA NA NA 0.82 U 0.82 U NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA NA
NA NA NA 0.4 U 0.36 U 0.36 U NA NA NA NA
0.17 U 0.32 U 0.4 U 0.5 U 0.73 U 0.73 U NA 0.54 U 0.17 U 0.17 U
NA NA NA NA 0.2 U 0.2 U NA NA NA NA
0.029 U NA NA NA 0.19 U 0.19 U NA 0.22 U 0.029 U 0.029 U
0.013 U NA NA NA 0.36 U 0.36 U NA 0.29 U 0.013 U 0.013 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U
0.031 U NA NA NA 0.32 U 0.32 U NA 0.29 U 0.031 U 0.031 U
16 b NA NA NA 5.48 5.86 NA 8.4 b 4.9 4.7
9.4 NA NA NA 0.8 J 0.81 J NA 0.3 J 0.31 0.59
NA NA NA NA 0.26 U 0.26 U NA 0.25 U NA NA
NA NA NA NA 0.27 U 0.27 U NA 0.5 U NA NA
NA NA NA NA 0.47 U 0.47 U NA 0.37 U NA NA
0.17 U NA NA 0.57 U 3.76 U 3.67 U 0.95 U 0.97 U 0.17 U 0.17 U
NA NA NA NA 0.32 U 0.32 U NA 0.22 U NA NA
0.069 U NA NA NA 0.86 U 0.86 U NA NA 0.069 U 0.069 U
0.061 U NA NA NA 0.46 U 0.46 U NA 0.23 U 0.061 U 0.061 U
0.023 U NA NA NA 0.35 U 0.35 U NA 0.33 U 0.023 U 0.023 U
0.081 U NA NA NA 0.24 U 0.24 U NA 0.27 U 0.081 U 0.081 U
NA NA NA NA 0.36 U 0.36 U NA 0.21 U NA NA
NA NA NA NA 0.27 U 0.27 U NA 0.28 U NA NA
NA NA NA 0.4 U NA NA NA NA NA NA
NA NA NA NA 0.3 U 0.3 U NA 0.37 U NA NA
NA NA NA 0.49 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 0.44 U 4.21 U 4.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.7 U 4.78 U 4.67 U 0.95 U 0.97 U NA NA
NA NA NA 0.62 U 6.38 U 6.22 U 0.95 U 0.97 U NA NA
NA NA NA 0.65 U 3.87 U 3.78 U 9.5 U 9.7 U NA NA
NA NA NA NA 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA NA 3.87 U 3.78 U 0.95 U 0.97 U NA NA
2 U NA NA NA 2.1 U 2.1 U NA 2 U 2 U 2 U
NA NA NA 0.4 U 3.42 U 3.33 U 0.95 U 0.97 U NA NA
NA NA NA 0.34 U 2.85 U 2.78 U 0.95 U 0.97 U NA NA
NA NA NA NA 0.51 U 0.51 U NA 0.25 U NA NA
0.27 U NA NA NA 1.4 U 1.4 U NA 5 U 0.27 U 0.27 U
NA NA NA 0.69 U NA NA 0.95 U 0.97 U NA NA
NA NA NA 0.4 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.67 U NA NA 0.95 U 0.97 U NA NA
NA NA NA 0.88 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 1.6 U 2.96 U 2.89 U 1.9 U 1.9 U NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW01D MW01D MW01D MW01D MW02D MW02D MW02D MW02D MW02D MW02D
MW001DG-201503 MW001DG-201603 MW001DG-201702 MW01DG-201801 MW02DGW001 MW02DHW001 MW002DGW052710 MW02DGW090210 MW002DG201303 MW002DG-201403
03/16/2015 03/29/2016 02/22/2017 02/20/2018 10/20/2009 10/20/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014
NNNNNFDN NNN
WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA NA 1.5 U 1.6 U NA NA
NA NA NA NA 3.76 U 3.67 U NA NA NA NA
NA NA NA 0.16 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 0.4 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 1 U NA NA 0.95 U 0.97 U NA NA
NA NA NA 0.21 U 3.99 U 3.89 U 0.95 U 0.97 U NA NA
NA NA NA NA 0.51 U 0.51 U NA 0.23 U NA NA
0.31 U NA NA NA 1.4 U 1.4 U NA 2 U 0.31 U 0.31 U
NA NA NA 1.5 U NA NA NA NA NA NA
NA NA NA 1.2 U 4.9 U 4.78 U 9.5 U 9.7 U NA NA
NA NA NA 0.11 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.06 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
3.3 U NA NA NA 25 U 25 U NA 10 U 3.3 U 3.3 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.06 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.12 U NA NA NA NA NA NA
NA NA NA 0.07 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.04 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.05 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.12 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.07 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 7.9 J NA NA 9.5 U 9.7 U NA NA
NA NA NA 2 U NA NA 0.95 U 0.97 U NA NA
NA NA NA 0.48 U 4.21 U 4.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.5 U 5.35 U 5.22 U 0.95 U 0.97 U NA NA
1.7 U NA NA 2.3 5.57 J b 3.78 U 1.9 U 1.9 U 1.7 U 1.7 U
NA NA NA NA 0.36 U 0.36 U NA 0.21 U NA NA
0.17 U NA NA NA 0.87 J b 0.27 U NA 0.28 U 0.17 U 0.17 U
0.01 U NA NA NA 0.43 U 0.43 U NA 0.24 U 0.01 U 0.01 U
0.2 U NA NA NA 0.3 U 0.3 U NA 0.78 U 0.2 U 0.2 U
NA NA NA 0.15 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
0.097 U NA NA NA 0.36 U 0.36 U NA NA 0.097 U 0.097 U
0.085 U NA NA NA 0.33 U 0.33 U NA 0.34 U 0.085 U 0.085 U
NA NA NA NA 0.47 U 0.47 U NA 0.23 U NA NA
0.17 U NA NA NA 0.46 U 0.46 U NA 0.51 U 0.17 U 0.17 U
0.07 U NA NA NA 0.25 U 0.25 U NA 0.25 U 0.17 U 0.17 U
0.17 U NA NA NA 0.39 U 0.39 U NA 0.5 U 0.17 U 0.17 U
NA NA NA 0.05 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
16 NA NA NA 9.06 9.05 NA 13.2 5.9 5.5
0.09 U NA NA NA 0.33 U 0.33 U NA 0.2 U 0.09 U 0.09 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U
NA NA NA 0.26 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 0.07 U 3.64 U 3.56 U 0.95 U 0.97 U NA NA
NA NA NA 0.11 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 1 U NA NA 0.95 U 0.97 U NA NA
0.17 U NA NA NA 0.26 U 0.26 U NA 0.33 U 0.17 U 0.17 U
NA NA NA NA 0.41 U 0.41 U NA NA NA NA
0.071 U NA NA NA 0.19 U 0.19 U NA 0.67 U 0.071 U 0.071 U
NA NA NA 0.19 U 3.76 U 3.67 U 1.9 U 1.9 U NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW01D MW01D MW01D MW01D MW02D MW02D MW02D MW02D MW02D MW02D
MW001DG-201503 MW001DG-201603 MW001DG-201702 MW01DG-201801 MW02DGW001 MW02DHW001 MW002DGW052710 MW02DGW090210 MW002DG201303 MW002DG-201403
03/16/2015 03/29/2016 02/22/2017 02/20/2018 10/20/2009 10/20/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014
NNNNNFDN NNN
WG WG WG WG WG WG WG WG WG WG
NA NA NA 0.21 U 3.76 U 3.67 U 1 U 1.1 U NA NA
NA NA NA 0.05 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.06 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.39 U 3.99 U 3.89 U 0.95 U 0.97 U NA NA
NA NA NA 0.47 U 5.35 U 5.22 U 2.5 U 2.5 U NA NA
NA NA NA 0.14 U 3.76 U 3.67 U 4.7 U 4.8 U NA NA
NA NA NA 0.53 U 6.72 U 6.56 U 2.1 U 2.1 U NA NA
NA NA NA NA 3.3 U 3.22 U 0.95 U 0.97 U NA NA
NA NA NA 0.11 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.44 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA NA NA NA NA 0.35 U NA NA
0.029 U NA NA NA 0.4 U 0.4 U NA 0.2 U 0.029 U 0.029 U
0.3 U NA NA NA NA NA NA NA 0.3 U 0.3 U
0.019 U NA NA NA 0.45 U 0.45 U NA 0.25 U 0.13 0.15 J
0.95 U NA NA NA NA NA NA NA 0.95 U 0.95 U
0.17 U NA NA NA 0.48 U 0.48 U NA 2 U 0.17 U 0.17 U
NA NA NA NA 0.31 U 0.31 U NA 0.24 U NA NA
NA NA NA 0.15 U 3.53 U 3.44 U 0.95 U 0.97 U NA NA
NA NA NA NA 3.76 U 3.67 U NA NA NA NA
NA NA NA 0.25 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA NA 0.39 U 0.39 U NA 0.2 U NA NA
NA NA NA 0.13 U 1.43 U 1.43 U 0.95 U 1 U NA NA
NA NA NA 1.1 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA NA 0.33 U 0.33 U NA 0.21 U NA NA
NA NA NA 1.4 U 3.76 U 3.67 U 9.5 U 9.7 U NA NA
NA NA NA 0.12 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA 0.22 U 3.76 U 3.67 U 0.95 U 0.97 U NA NA
NA NA NA 0.06 U 1.14 U 1.11 U 0.95 U 0.97 U NA NA
NA NA NA NA 0.36 U 0.36 U NA 0.23 U NA NA
0.015 U NA NA NA 0.26 U 0.26 U NA 0.2 U 0.015 U 0.015 U
NA NA NA NA 0.38 U 0.38 U NA 0.24 U NA NA
0.14 J NA NA NA 0.32 U 0.32 U NA 0.44 U 0.014 U 0.014 U
0.14 J NA NA NA 0.33 U 0.33 U NA 0.34 U 0.079 U 0.079 U
0.18 U NA NA NA 0.33 U 0.33 U NA 0.22 U 0.18 U 0.18 U
0.75 NA NA NA 0.73 J 0.81 J NA 0.48 J 0.14 0.024 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW01D MW01D MW01D MW01D MW02D MW02D MW02D MW02D MW02D MW02D
MW001DG-201503 MW001DG-201603 MW001DG-201702 MW01DG-201801 MW02DGW001 MW02DHW001 MW002DGW052710 MW02DGW090210 MW002DG201303 MW002DG-201403
03/16/2015 03/29/2016 02/22/2017 02/20/2018 10/20/2009 10/20/2009 05/27/2010 09/02/2010 03/13/2013 03/19/2014
NNNNNFDN NNN
WG WG WG WG WG WG WG WG WG WG
0.051 U NA NA NA 0.22 U 0.22 U NA 0.4 U 0.051 U 0.051 U
NA NA NA NA NA NA NA 2.4 U NA NA
3.1 b NA NA NA 0.35 J b 0.22 U NA 0.49 J b 0.42 b 0.065 U
NA NA NA NA 20.7 U 21.1 U NA NA NA NA
NA NA NA 100 U 20.7 U 21.1 U NA NA NA NA
NA NA NA 100 U 32.6 U 33.3 U NA NA NA NA
NA NA NA 19 J 55.4 J 51.3 J NA NA NA NA
NA NA NA NA 55.4 J 51.3 J NA NA NA NA
NA NA NA 5 U 50 U 50 U NA NA NA NA
NA NA NA 15 U 50 U 50 U NA NA NA NA
NA NA NA 100 U 17.4 U 17.8 U NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA 2.1 J 2.1 U NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
PPurgable Aromatics
Benzene 5000 1 ug/l
Chlorobenzene 50000 50 ug/l
1,2-Dichlorobenzene 20000 20 ug/l
1,3-Dichlorobenzene 61500 200 ug/l
1,4-Dichlorobenzene 6000 6 ug/l
Ethylbenzene 84500 600 ug/l
Toluene 260000 600 ug/l
m+p Xylene ug/l
m,p-Xylene ug/l
o-Xylene ug/l
Xylene (Total) 85500 500 ug/l
OOrganics
1,1,1,2-Tetrachloroethane ug/l
1,1,1-Trichloroethane 200000 200 ug/l
1,1,2,2-Tetrachloroethane 200 0.2 ug/l
1,1,2-Trichloro-1,2,2-trifluoroethane 200000 ug/l
1,1,2-Trichloroethane 600 ug/l
1,1-Dichloroethane 6000 6 ug/l
1,1-Dichloroethene 350000 350 ug/l
1,1-Dichloropropene ug/l
1,2,3-Trichlorobenzene ug/l
1,2,3-Trichloropropane 0.005 ug/l
1,2,4-Trichlorobenzene 70000 70 ug/l
1,2,4-trimethylbenzene 28500 400 ug/l
1,2-Dibromo-3-Chloropropane 0.04 ug/l
1,2-Dibromoethane (EDB) 50 0.02 ug/l
1,2-Dichloroethane 400 0.4 ug/l
1,2-Dichloropropane 600 0.6 ug/l
1,3,5-trimethylbenzene 25000 400 ug/l
1,3-Dichloropropane 0.4 ug/l
1-Methyl naphthalene 1000 ug/l
2,2-Dichloropropane ug/l
2,2-Oxybis(1-chloropropane)ug/l
2,4,6-Trichlorophenol 4000 ug/l
2,4-Dichlorophenol 980 ug/l
2,4-Dimethylphenol 100000 100 ug/l
2,4-Dinitrophenol ug/l
2,4-Dinitrotoluene ug/l
2,6-Dinitrotoluene ug/l
2-Butanone (MEK) 4000000 4000 ug/l
2-Chloronaphthalene ug/l
2-Chlorophenol 0.4 ug/l
2-Chlorotoluene 100 ug/l
2-Hexanone 40000 ug/l
2-Methyl-4,6-Dinitrophenol ug/l
2-Methylnaphthalene 12500 30 ug/l
2-Methylphenol (o-Cresol) 400000 ug/l
2-Nitrophenol ug/l
3,3'-Dichlorobenzidine ug/l
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
MW02D MW02D MW02D MW02D MWEW1 MWEW1 MWEW1 MWEW1 MWEW1 MWEW1
MW002DG-201503 MW002DG-201603 MW002DG-201702 MW02DG-201801 MWEW1G201303 MWEW1G-201403 MWEW1G-201503 MWEW1G-201603 MWEW1G-201702 MWEW1G-201801
03/17/2015 03/30/2016 02/24/2017 02/21/2018 03/12/2013 03/19/2014 03/17/2015 03/30/2016 02/24/2017 02/21/2018
N N N NNNNNNN
WG WG WG WG WG WG WG WG WG WG
0.027 U 0.21 U 0.4 U 0.4 U 0.027 U 0.027 U 0.027 U 0.21 U 0.4 U 0.4 U
0.17 U NA NA 0.4 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U
0.17 U NA NA 0.46 U 0.17 U 0.17 U 0.17 U NA NA 0.46 U
0.17 U NA NA 0.4 U 0.17 U 0.17 U 0.17 U NA NA 0.4 U
0.17 U NA NA 0.41 U 0.17 U 0.17 U 0.17 U NA NA 0.41 U
0.17 U 0.21 U 0.4 U 0.4 U 0.17 U 0.17 U 0.17 U 0.21 U 0.4 U 0.4 U
0.17 U 0.24 U 0.4 U 0.4 U 0.17 U 0.17 U 0.17 U 0.24 U 0.4 U 0.4 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
0.17 U 0.32 U 0.4 U 0.5 U 0.17 U 0.17 U 0.17 U 0.32 U 0.4 U 0.5 U
NA NA NA NA NA NA NA NA NA NA
0.029 U NA NA NA 0.029 U 0.029 U 0.029 U NA NA NA
0.013 U NA NA NA 0.013 U 0.013 U 0.013 U NA NA NA
0.3 U NA NA NA 0.3 U 0.3 U 0.3 U NA NA NA
0.031 U NA NA NA 0.031 U 0.031 U 0.031 U NA NA NA
4 NA NA NA 0.054 U 0.054 U 0.054 U NA NA NA
1.3 NA NA NA 0.39 0.44 J 0.82 NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
0.17 U NA NA 0.57 U 0.17 U 0.17 U 0.17 U NA NA 0.57 U
NA NA NA NA NA NA NA NA NA NA
0.069 U NA NA NA 0.069 U 0.069 U 0.069 U NA NA NA
0.061 U NA NA NA 0.061 U 0.061 U 0.061 U NA NA NA
0.023 U NA NA NA 0.023 U 0.023 U 0.023 U NA NA NA
0.081 U NA NA NA 0.081 U 0.081 U 0.081 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.49 U NA NA NA NA NA 0.49 U
NA NA NA 0.44 U NA NA NA NA NA 0.44 U
NA NA NA 0.7 U NA NA NA NA NA 0.7 U
NA NA NA 0.62 U NA NA NA NA NA 0.62 U
NA NA NA 0.65 U NA NA NA NA NA 0.65 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
2 U NA NA NA 2 U 2 U 2 U NA NA NA
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
NA NA NA 0.34 U NA NA NA NA NA 0.34 U
NA NA NA NA NA NA NA NA NA NA
0.27 U NA NA NA 0.27 U 0.27 U 0.27 U NA NA NA
NA NA NA 0.69 U NA NA NA NA NA 0.69 U
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
NA NA NA 0.67 U NA NA NA NA NA 0.67 U
NA NA NA 0.88 U NA NA NA NA NA 0.88 U
NA NA NA 1.6 U NA NA NA NA NA 1.6 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
3-Methylphenol/4-Methylphenol 40 ug/l
4,6-Dinitro-2-methylphenol-d2 ug/l
4-Bromophenyl-phenylether ug/l
4-Chloro-3-methylphenol ug/l
4-Chloroaniline ug/l
4-Chlorophenylphenyl ether ug/l
4-Chlorotoluene 7500 ug/l
4-Methyl-2-Pentanone (MIBK)100000 ug/l
4-Methylphenol (p-Cresol)ug/l
4-Nitrophenol ug/l
Acenaphthene 2120 80 ug/l
Acenaphthylene 1965 200 ug/l
Acetone 6000000 6000 ug/l
Acrolein ug/l
Acrylonitrile ug/l
Anthracene 2000 2000 ug/l
Azobenzene ug/l
Benzo(a)anthracene 4.7 0.05 ug/l
Benzo(a)pyrene 0.81 0.005 ug/l
Benzo(b)fluoranthene 0.75 0.05 ug/l
Benzo(g,h,i)perylene 200 200 ug/l
Benzo(k)fluoranthene 0.5 0.5 ug/l
Benzoic acid 1700000 30000 ug/l
Benzyl alcohol 700000 ug/l
bis(2-Chloroethoxy)methane ug/l
bis(2-Chloroethyl)ether 30 0.03 ug/l
bis(2-Ethylhexyl)phthalate 170 3 ug/l
Bromobenzene ug/l
Bromodichloromethane 0.6 ug/l
Bromoform 4000 4 ug/l
Bromomethane 10000 ug/l
Butylbenzylphthalate 1000 ug/l
Carbon disulfide 590000 700 ug/l
Carbon tetrachloride 0.3 ug/l
Chlorobromomethane ug/l
Chloroethane 3000 ug/l
Chloroform 70000 70 ug/l
Chloromethane 3000 3 ug/l
Chrysene 5 5 ug/l
cis-1,2-Dichloroethene 70000 70 ug/l
cis-1,3-Dichloropropene ug/l
Cyclohexane ug/l
Di-n-butylphthalate 700 ug/l
Di-n-octylphthalate 100 ug/l
Dibenz(a,h)anthracene 1.2 0.005 ug/l
Dibenzofuran 28000 ug/l
Dibromochloromethane 400 0.4 ug/l
Dibromomethane ug/l
Dichlorodifluoromethane 140000 1000 ug/l
Diethylphthalate 6000 ug/l
MW02D MW02D MW02D MW02D MWEW1 MWEW1 MWEW1 MWEW1 MWEW1 MWEW1
MW002DG-201503 MW002DG-201603 MW002DG-201702 MW02DG-201801 MWEW1G201303 MWEW1G-201403 MWEW1G-201503 MWEW1G-201603 MWEW1G-201702 MWEW1G-201801
03/17/2015 03/30/2016 02/24/2017 02/21/2018 03/12/2013 03/19/2014 03/17/2015 03/30/2016 02/24/2017 02/21/2018
N N N NNNNNNN
WG WG WG WG WG WG WG WG WG WG
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.16 U NA NA NA NA NA 0.16 U
NA NA NA 0.4 U NA NA NA NA NA 0.4 U
NA NA NA 1 U NA NA NA NA NA 1 U
NA NA NA 0.21 U NA NA NA NA NA 0.21 U
NA NA NA NA NA NA NA NA NA NA
0.31 U NA NA NA 0.31 U 0.31 U 0.31 U NA NA NA
NA NA NA 1.5 U NA NA NA NA NA 1.5 U
NA NA NA 1.2 U NA NA NA NA NA 1.2 U
NA NA NA 0.11 U NA NA NA NA NA 0.11 U
NA NA NA 0.06 U NA NA NA NA NA 0.06 U
3.3 U NA NA NA 4.2 3.3 U 3.3 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.06 U NA NA NA NA NA 0.06 U
NA NA NA 0.12 U NA NA NA NA NA 0.12 U
NA NA NA 0.07 U NA NA NA NA NA 0.07 U
NA NA NA 0.04 U NA NA NA NA NA 0.04 U
NA NA NA 0.05 U NA NA NA NA NA 0.05 U
NA NA NA 0.12 U NA NA NA NA NA 0.12 U
NA NA NA 0.07 U NA NA NA NA NA 0.07 U
NA NA NA 7.7 J NA NA NA NA NA 5.8 J
NA NA NA 2 U NA NA NA NA NA 2 U
NA NA NA 0.48 U NA NA NA NA NA 0.48 U
NA NA NA 0.5 U NA NA NA NA NA 0.5 U
1.7 U NA NA 0.19 U 1.8 U 1.7 U 1.7 U NA NA 1.1 J
NA NA NA NA NA NA NA NA NA NA
0.17 U NA NA NA 0.17 U 0.17 U 0.17 U NA NA NA
0.01 U NA NA NA 0.01 U 0.01 U 0.01 U NA NA NA
0.2 U NA NA NA 0.2 U 0.2 U 0.2 U NA NA NA
NA NA NA 0.15 U NA NA NA NA NA 0.15 U
0.097 U NA NA NA 0.097 U 0.097 U 0.097 U NA NA NA
0.085 U NA NA NA 0.085 U 0.085 U 0.085 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
0.17 U NA NA NA 0.17 U 0.17 U 0.17 U NA NA NA
0.07 U NA NA NA 0.17 U 0.17 U 0.85 NA NA NA
0.17 U NA NA NA 0.17 U 0.17 U 0.17 U NA NA NA
NA NA NA 0.05 U NA NA NA NA NA 0.05 U
4.4 NA NA NA 0.087 U 0.087 U 0.087 U NA NA NA
0.09 U NA NA NA 0.09 U 0.09 U 0.09 U NA NA NA
0.3 U NA NA NA 11 3.2 2.8 NA NA NA
NA NA NA 0.26 U NA NA NA NA NA 0.26 U
NA NA NA 0.07 U NA NA NA NA NA 0.07 U
NA NA NA 0.11 U NA NA NA NA NA 0.11 U
NA NA NA 1 U NA NA NA NA NA 1 U
0.17 U NA NA NA 0.17 U 0.17 U 0.17 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
0.071 U NA NA NA 0.071 U 0.071 U 0.071 U NA NA NA
NA NA NA 0.19 U NA NA NA NA NA 0.19 U

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Dimethylphthalate ug/l
Fluoranthene 300 300 ug/l
Fluorene 990 300 ug/l
Hexachlorobenzene 0.02 ug/l
Hexachlorobutadiene 400 0.4 ug/l
Hexachlorocyclopentadiene ug/l
Hexachloroethane ug/l
Hydrazine, 1,2-diphenyl ug/l
Indeno(1,2,3-cd)pyrene 0.05 0.05 ug/l
Isophorone 40 ug/l
Isopropyl ether 70000 70 ug/l
Isopropylbenzene 25000 70 ug/l
Methyl acetate ug/l
Methyl tert-butyl ether 20000 20 ug/l
Methylcyclohexane ug/l
Methylene chloride 5000 5 ug/l
n-Butylbenzene 6900 70 ug/l
N-Nitroso-di-n-propylamine ug/l
N-Nitrosodimethylamine 0.0007 ug/l
N-Nitrosodiphenylamine ug/l
n-Propylbenzene 30000 70 ug/l
Naphthalene 6000 6 ug/l
Nitrobenzene ug/l
p-Isopropyltoluene 11700 ug/l
Pentachlorophenol 300 0.3 ug/l
Phenanthrene 410 200 ug/l
Phenol 30000 30 ug/l
Pyrene 200 200 ug/l
sec-Butylbenzene 8500 70 ug/l
Styrene 70000 70 ug/l
tert-Butylbenzene 15000 70 ug/l
Tetrachloroethene 700 0.7 ug/l
trans-1,2-Dichloroethene 100000 100 ug/l
trans-1,3-Dichloropropene ug/l
Trichloroethene 3000 3 ug/l
MW02D MW02D MW02D MW02D MWEW1 MWEW1 MWEW1 MWEW1 MWEW1 MWEW1
MW002DG-201503 MW002DG-201603 MW002DG-201702 MW02DG-201801 MWEW1G201303 MWEW1G-201403 MWEW1G-201503 MWEW1G-201603 MWEW1G-201702 MWEW1G-201801
03/17/2015 03/30/2016 02/24/2017 02/21/2018 03/12/2013 03/19/2014 03/17/2015 03/30/2016 02/24/2017 02/21/2018
N N N NNNNNNN
WG WG WG WG WG WG WG WG WG WG
NA NA NA 0.21 U NA NA NA NA NA 0.21 U
NA NA NA 0.05 U NA NA NA NA NA 0.089 J
NA NA NA 0.06 U NA NA NA NA NA 0.06 U
NA NA NA 0.39 U NA NA NA NA NA 0.39 U
NA NA NA 0.47 U NA NA NA NA NA 0.47 U
NA NA NA 0.14 U NA NA NA NA NA 0.14 U
NA NA NA 0.53 U NA NA NA NA NA 0.53 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.11 U NA NA NA NA NA 0.11 U
NA NA NA 0.44 U NA NA NA NA NA 0.44 U
NA NA NA NA NA NA NA NA NA NA
0.029 U NA NA NA 0.029 U 0.029 U 0.029 U NA NA NA
0.3 U NA NA NA 0.3 U 0.3 U 0.3 U NA NA NA
0.019 U NA NA NA 0.019 U 0.019 U 0.019 U NA NA NA
0.95 U NA NA NA 0.95 U 0.95 U 0.95 U NA NA NA
0.17 U NA NA NA 0.17 U 0.17 U 0.17 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.15 U NA NA NA NA NA 0.15 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.25 U NA NA NA NA NA 0.25 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 0.13 U NA NA NA NA NA 0.13 U
NA NA NA 1.1 U NA NA NA NA NA 1.1 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA 1.4 U NA NA NA NA NA 2.9 J b
NA NA NA 0.12 U NA NA NA NA NA 0.12 U
NA NA NA 0.22 U NA NA NA NA NA 7.5
NA NA NA 0.06 U NA NA NA NA NA 0.13 J
NA NA NA NA NA NA NA NA NA NA
0.015 U NA NA NA 0.015 U 0.015 U 0.015 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
0.014 U NA NA NA 0.11 0.014 U 0.014 U NA NA NA
0.079 U NA NA NA 0.079 U 0.079 U 0.079 U NA NA NA
0.18 U NA NA NA 0.18 U 0.18 U 0.18 U NA NA NA
0.024 U NA NA NA 0.024 U 0.024 U 0.024 U NA NA NA

Table 4-3
Historical Groundwater Results Through 2018
Analyte NC GW GCL (a) NC 2L GWQS (b) Units
Sample Location:
Sample ID:
Sample Date:
Sample Type:
Matrix:
Trichlorofluoromethane 2000000 2000 ug/l
Vinyl acetate 88000 ug/l
Vinyl chloride 30 0.03 ug/l
HHydrocarbons
C11-C22 Aromatic Hydrocarbons ug/l
C11-C22 Aromatic Hydrocarbons, Unadjusted ug/l
C19-C36 Aliphatic Hydrocarbons 10000 ug/l
C5-C8 Aliphatic Hydrocarbons 400 ug/l
C5-C8 Aliphatic Hydrocarbons, Unadjusted ug/l
C9-C10 Aromatic Hydrocarbons 200 ug/l
C9-C12 Aliphatic Hydrocarbons ug/l
C9-C18 Aliphatic Hydrocarbons 700 ug/l
IInorganics
Aluminum ug/l
Antimony ug/l
Arsenic 10 ug/l
Barium 700000 700 ug/l
Beryllium ug/l
Cadmium 2ug/l
Calcium ug/l
Chromium, Total 10 ug/l
Cobalt ug/l
Copper 10000 1000 ug/l
Iron 300 ug/l
Lead 15000 15 ug/l
Magnesium ug/l
Manganese 50 ug/l
Mercury 1ug/l
Nickel 100 ug/l
Potassium ug/l
Selenium 20 ug/l
Silver 20000 20 ug/l
Sodium ug/l
Vanadium ug/l
Zinc 1000 ug/l
MW02D MW02D MW02D MW02D MWEW1 MWEW1 MWEW1 MWEW1 MWEW1 MWEW1
MW002DG-201503 MW002DG-201603 MW002DG-201702 MW02DG-201801 MWEW1G201303 MWEW1G-201403 MWEW1G-201503 MWEW1G-201603 MWEW1G-201702 MWEW1G-201801
03/17/2015 03/30/2016 02/24/2017 02/21/2018 03/12/2013 03/19/2014 03/17/2015 03/30/2016 02/24/2017 02/21/2018
N N N NNNNNNN
WG WG WG WG WG WG WG WG WG WG
0.051 U NA NA NA 0.47 0.54 0.21 J NA NA NA
NA NA NA NA NA NA NA NA NA NA
0.5 b NA NA NA 0.065 U 0.065 U 0.065 U NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA 100 U NA NA NA NA NA 100 U
NA NA NA 100 U NA NA NA NA NA 100 U
NA NA NA 15 U NA NA NA NA NA 58 J
NA NA NA NA NA NA NA NA NA NA
NA NA NA 5 U NA NA NA NA NA 5 U
NA NA NA 15 U NA NA NA NA NA 15 U
NA NA NA 100 U NA NA NA NA NA 100 U
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA

!A
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PROPERTY LINE FENCE
FORMER MIXING BUILDING
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MW001D
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MW001
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DRAWN BY:
LEGEND
!A Shallow Wells
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Site Basemap
Former Building
Building
Naphtha UST (Closed In-Place)
Property Boundary
Former Process Oil and RubberPreservative ASTs (Removed)
DATA SOURCES: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
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Creative thinking.Custom solutions.
FORMER RAIL OFF-LOADING AREA

#C-1269 Engineering#C-245 Geology
Vapor Intrusion Evaluation Report
Former Continental Tire Warehouse Building
1900 Continental Boulevard
Charlotte, North Carolina
Brownfields Project No. 17047-13-60
H&H Job No. LRC.008
November 20, 2019
Table 1 (Page 1 of 2)Summary of Sub-Slab Vapor Analytical Results
Former Continental Tire Warehouse Building1900 Continental Blvd.Charlotte, North Carolina
H&H Job No. LRC-008
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SS-1 11/1/2019 Former Mixing and Application Area (Vacant)190 0.32 J 3.9 J 1.2 J <0.36 2.7 <0.25 <0.43 <0.32 <0.32 25 240 <0.54 <0.50 <0.60 <0.48 <1.2
SS-2 11/1/2019 Former Bulk Chemical Storage Area (Vacant)26 <0.26 5.9 J <0.43 <0.36 2.8 <0.25 <0.43 <0.32 <0.32 <4.6 790 <0.54 <0.50 <0.60 <0.48 <1.2
SS-3 11/1/2019
Administrative Office Area(Snyder's Lance, Inc.)26 0.31 J 5.5 J 4.7 J 0.51 J 2.7 4.3 3.8 20 0.76 J <4.6 250 <0.54 <0.50 <0.60 <0.48 <1.2
SS-4 11/1/2019
Bulk Storage Area(Snyder's Lance, Inc. Building)300 4.5 33 8.4 <0.36 <0.43 <0.25 <0.43 <0.32 <0.32 <4.6 330 <0.54 1.4 0.90 J 5.5 2.1 J
11/1/2019 <66 <2.6 <11 <4.3 <3.6 <4.3 <2.5 160 <3.2 <3.2 <46 130 J <5.4 <5.0 <6.0 <4.8 <12
11/1/2019 <66 <2.6 <11 <4.3 <3.6 <4.3 <2.5 170 <3.2 <3.2 <46 140 J <5.4 <5.0 <6.0 <4.8 <12
SS-6 11/1/2019
Bulk Storage Area(Deufol Charlotte, LLC)51 <0.26 4.9 J <0.43 <0.36 2.7 <0.25 <0.43 <0.32 <0.32 <4.6 160 <0.54 <0.50 <0.60 <0.48 <1.2
SS-7 11/1/2019
Climate Controlled Storage Area(Deufol Charlotte, LLC)30 0.27 J 4.2 J 4.6 J <0.36 2.7 <0.25 <0.43 <0.32 <0.32 <4.6 170 <0.54 0.71 J <0.60 <0.48 <1.2
SS-8 11/1/2019
Bulk Storage Area
(Deufol Charlotte, LLC)580 3.3 21 J 4.9 J <0.36 <0.43 <0.25 <0.43 <0.32 <0.32 <4.6 210 <0.54 30 4.5 <0.48 <1.2
SS-9 11/1/2019
Administrative Office Area(Deufol Charlotte, LLC)81 2.9 8.4 J 6.4 2.3 2.9 2,200 2,200 <0.32 <0.32 7.0 J 2,000 2.9 0.83 J 3.1 0.70 J <1.2
2,700,000 1,600 440,000 61,000 530 8,800 7,700 18,000 NE NE 2,500 NE 6,100 4,900 NE 35,000 61,000
Notes:
1) North Carolina Department of Enviornmental Quality (DEQ) Division of Waste Management (DWM)
Non-Residential Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (February 2018)
Only compounds detected in at least one sample shown.
NE = Not Established; µg/m3 = micrograms per cubic meter
J = estimated value between the laboratory method detection limit (MDL) and the laboratory reporting limit (RL)
L-03 = Laboratory fortified blank/laboratory control sample recovery is outside of control limit. Reported value for this compound is likely to be biased on the low side.
Non-detect values are reported to the MDL
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Non-Residential Sub-Slab and Exterior Soil Gas Screening Level (1)
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Table 1 (Page 2 of 2)Summary of Sub-Slab Vapor Analytical Results
Former Continental Tire Warehouse Building1900 Continental Blvd.Charlotte, North Carolina
H&H Job No. LRC-008
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SS-2 11/1/2019 Former Bulk Chemical Storage Area (Vacant)<0.49 7.6 J 6.2 <0.80 <0.53 12 <0.59 <0.39 1.1 L-03 <0.43 13 <1.2 <0.63 <0.62 <0.32 <1.0 <0.54
SS-3 11/1/2019
Administrative Office Area(Snyder's Lance, Inc.)<0.49 7.1 J <0.43 <0.80 <0.53 6.1 <0.59 0.50 J 0.46 J, L-03 12 9.1 <1.2 <0.63 <0.62 <0.32 <1.0 <0.54
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Bulk Storage Area(Snyder's Lance, Inc. Building)5.4 40 7.8 <0.80 0.72 J 25 <0.59 7.9 2.6 L-03 1.6 26 <1.2 <0.63 1.0 <0.32 2.7 1.4
11/1/2019 <4.9 <9.0 <4.3 <8.0 <5.3 280 <5.9 <3.9 15,000 L-03 <4.3 100 <12 <6.3 <6.2 <3.2 <10 <5.4
11/1/2019 <4.9 <9.0 <4.3 <8.0 <5.3 310 <5.9 <3.9 15,000 L-03 <4.3 120 <12 <6.3 <6.2 <3.2 <10 <5.4
SS-6 11/1/2019
Bulk Storage Area(Deufol Charlotte, LLC)<0.49 13 J <0.43 <0.80 <0.53 64 <0.59 <0.39 0.68 J, L-03 1.1 J 3.7 J <1.2 <0.63 <0.62 <0.32 <1.0 <0.54
SS-7 11/1/2019
Climate Controlled Storage Area(Deufol Charlotte, LLC)<0.49 10 J 1.9 <0.80 <0.53 16 <0.59 0.56 J <0.41 4.5 2.5 J 1.7 J <0.63 <0.62 <0.32 2.8 1.0
SS-8 11/1/2019
Bulk Storage Area
(Deufol Charlotte, LLC)<0.49 <0.90 14 18 <0.53 2,500 <0.59 73 12 L-03 23 11 3.6 J 17 5.2 <0.32 99 30
SS-9 11/1/2019
Administrative Office Area(Deufol Charlotte, LLC)<0.49 140 <0.43 <0.80 <0.53 52 2.5 3.7 2.2 L-03 20 1.7 J 7.7 <0.63 6.41.52.51.0
2,600 18,000 260,000 260 88,000 3,500 180,000 440,000 440,000 180 NE 440,000 5,300 5,300 2,800 8,800 8,800
1) North Carolina Department of Enviornmental Quality (DEQ) Division of Waste Management (DWM)
Non-Residential Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (February 2018)Only compounds detected in at least one sample shown.
NE = Not Established; µg/m3 = micrograms per cubic meter
J = estimated value between the laboratory method detection limit (MDL) and the laboratory reporting limit (RL)
L-03 = Laboratory fortified blank/laboratory control sample recovery is outside of control limit. Reported value for this compound is likely to be biased on the low side.
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REVISION NO. 0
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
LEGEND
SITE PROPERTY BOUNDARY
RAILROAD SPURS
APPROXIMATE LOCATION OFFORMER RELEASE/ IMPACTED AREA
SUB-SLAB VAPOR SAMPLELOCATION
JOB NO. LRC-008
DATE: 11-11-19
FIGURE NO. 2
FORMER CONTINENTAL TIRE WAREHOUSE BUILDING1900 CONTINENTAL BOULEVARDCHARLOTTE, NORTH CAROLINA
SUB-SLAB VAPOR SAMPLE LOCATION MAP
NOTES:
1. BASE MAP OBTAINED FROM MECKLENBURG COUNTY GIS,DATED 2019.
2. NFA = NO FURTHER ACTION
PIONEER AVENUE
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FORMER BUFFING DUST SHED-CHLORINATED VOCs IN SOIL &GROUNDWATER
FORMER RAIL OFF-LOADING-CHLORINATED VOCs IN GROUNDWATER;IMPACTED SOIL MOSTLY REMOVED
FORMER NAPHTHA USTNFA - NORP (SOIL & GROUNDWATER 2003)
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SNYDER'S LANCE, INC.
SNAP A.V.DEUFOL CHARLOTTE, LLC
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Former Continental Tire Warehouse Building
Charlotte, NC
May 2019
May 2019 EPA RSL Table
North Carolina DEQ Risk Calculator
DEQ Risk Calculator - Vapor Intrusion - Non-Residential Worker Soil Gas to Indoor Air
Version Date: May 2019
Basis: May 2019 EPA RSL Table
Site ID: Pursuit of Brownfields Agreement
Exposure Unit ID: Cumulative Risk
CAS #Chemical Name:
Soil Gas
Concentration
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Indoor Air Concentration
(ug/m3)
Target Indoor
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Calculated Non-Carcinogenic Hazard
Quotient
67-64-1 Acetone 580 5.8 - 2.7E+04 4.3E-05
71-43-2 Benzene 4.5 0.045 1.6E+00 2.6E+01 2.9E-08 3.4E-04
75-15-0 Carbon Disulfide 8.4 0.084 - 6.1E+02 2.7E-05
67-66-3 Chloroform 2.3 0.023 5.3E-01 8.6E+01 4.3E-08 5.4E-05
75-71-8 Dichlorodifluoromethane 2.9 0.029 - 8.8E+01 6.6E-05
75-34-3 Dichloroethane, 1,1-2200 22 7.7E+00 -2.9E-0675-35-4 Dichloroethylene, 1,1-2200 22 - 1.8E+02 2.5E-02156-59-2 Dichloroethylene, 1,2-cis-20 0.2 - -156-60-5 Dichloroethylene, 1,2-trans-0.76 0.0076 - -
123-91-1 Dioxane, 1,4-25 0.25 2.5E+00 2.6E+01 1.0E-07 1.9E-03
111-77-3 Ethanol, 2-(2-methoxyethoxy)-2000 20 - -
141-78-6 Ethyl Acetate 2.9 0.029 - 6.1E+01 9.5E-05
100-41-4 Ethylbenzene 30 0.3 4.9E+00 8.8E+02 6.1E-08 6.8E-05
109-99-9 ~Tetrahydrofuran 2.5 0.025 - 1.8E+03 2.9E-06
142-82-5 Heptane, N-5.5 0.055 - 3.5E+02 3.1E-05
110-54-3 Hexane, N-2.1 0.021 - 6.1E+02 6.8E-06
591-78-6 Hexanone, 2-5.4 0.054 - 2.6E+01 4.1E-04
67-63-0 Isopropanol 140 1.4 - 1.8E+02 1.6E-03
78-93-3 Methyl Ethyl Ketone (2-Butanone)33 0.33 - 4.4E+03 1.5E-05
108-10-1 Methyl Isobutyl Ketone (4-methyl-2-pentanone)14 0.14 - 2.6E+03 1.1E-05
91-20-3 ~Naphthalene 18 0.18 3.6E-01 2.6E+00 5.0E-07 1.4E-02100-42-5 Styrene 0.72 0.0072 - 8.8E+02 1.6E-06
127-18-4 Tetrachloroethylene 2500 25 4.7E+01 3.5E+01 5.3E-07 1.4E-01
108-88-3 Toluene 7.9 0.079 - 4.4E+03 3.6E-06
76-13-1 Trichloro-1,2,2-trifluoroethane, 1,1,2-7.7 0.077 - 4.4E+03 3.5E-06
71-55-6 Trichloroethane, 1,1,1-15000 150 - 4.4E+03 6.8E-03
79-01-6 Trichloroethylene 23 0.23 3.0E+00 1.8E+00 7.7E-08 2.6E-0275-69-4 Trichlorofluoromethane 120 1.2 - -95-63-6 Trimethylbenzene, 1,2,4-17 0.17 - 5.3E+01 6.5E-04108-67-8 Trimethylbenzene, 1,3,5-6.4 0.064 - 5.3E+01 2.4E-04
75-01-4 Vinyl Chloride 1.5 0.015 2.8E+00 8.8E+01 5.4E-09 3.4E-05
106-42-3 Xylene, P-99 0.99 - 8.8E+01 2.3E-03
108-38-3 Xylene, m-99 0.99 - 8.8E+01 2.3E-03
95-47-6 Xylene, o-30 0.3 - 8.8E+01 6.8E-04
Cumulative: 4.2E-06 2.3E-01
All concentrations are in ug/m3
Output Form 3E
Carcinogenic risk and hazard quotient cells highlighted in orange are associated with non-volatile chemicals. Since these chemicals do not pose a vapor intrusion
risk, no risk values are calculated for these chemicals.
North Carolina DEQ Risk Calculator